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705 NE 92 St (10)Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 �i *Ep 26 '-.,A 59F 51 ig €3) 2 27 N 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 dy1 Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory THIS BMI 11: �• ge Du Quesne, P.E. 1 Engineer #24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94-0318.01 ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 Type of Access to Roof: Scaffolds Approximate Square Footage of Roof 360 0 ft = Required Testing Force: 35 lbs. Testing Equipment: Date Tested 1 ` 7-1,74-4 SITE SPECIFIC INFORMATION Owner's Name: 14 V E 1 A O l 2 Permit #. 4 44 874 Job Address 105 0C. C.2 `7T.1 M 1 P,6-4.‘ 'it-k--0 5 1 _ Roofing Contractor .-Lk j E12- CO Pi( ►J'EIJ rec..- ( Zoo * lJ L.J Type of Tile: . "1 4 . , T" — .r044- ' Date Installed , ' 22- ' l Approximate Roof Height: 1 feet Roof Pitch' 3 1 1 Ladder TEST RESULTS P = PASS, F = FAIL Chatillion DFIS 100 SKETCH OF ROOF IN BACK Other 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UTR 15941 Environmental • Civil • Structural Building Inspection Services IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) $KETCH OF ROOF JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES' • 05 b4 �2Si, M SHEET NO CALCULATED BY DATE CHECKED BY DATE SCALE SKETCH OF ROOF JOB 'Z' 2- 7 tior NOTES: ■ CAMOMAIimatIMESI MaillIPIONEMMIRMIERIA a. AA a I � ter, iiui ■ ALL Date r VYi1z►' " - Qualifier h PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 9 � J Job Address 7C S 1 q Z $ I Tax Folio // 3 zo 6 o / L/ / S 6 / Legal Description Historically Designated: Yes No / T e n a n t 1/9AN L E 4- 41 DQ 7� p Owner's Address / 76, NG— /3 Q T — - 3 3/8) Phone Contracting Co. _ Z• E,2 o cv 1 w EAaT A L. Address q 19 / A.)1.4/ /'/ 3 ST - "'t /A 0% 954 - 6 go —69S$V SS# 3o s - 827 -! Sot G LG State # a S 3 'S 7 Municipal # Competency # Ins. Co. 3E6' 4T/A Nei) Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle on ' : BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION �i✓ST/2LL - 7 L E Acre, f C,.n,op - j fLA /ecz, -- GAF AviL - uP CreurPcrrf) Square Ft. 3 sot:, Estimated Cost (value) / 1 so o .90 xx WARNING TO OWNER: YOU MUST RECORD A NOTIC OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YO "" PAYING TWICE FOR IMPROVEMENTS TO YOUR PR PERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDEI:, OR AN ATTORNEY BEFORE RECORDING YO OTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all woi will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S A}'Fll)AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulati c; construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Signature of Contractor or Owner - Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission Expires: My Commission Expires: FEES: PERMIT / V , 5 RADON C.C.F. /. 4 ` NOTARY ° ✓ BOND 300 (,/ APPROVED: TOTAL DUE_`�s L• 60 Zoning Building \ /47 Electrical Master Permit # 7 toil / .t a�x..) 30S -g9 s . ti So 9 Mechanical Plumbing Structural Engineer • Date 6 2 9 Job Address '4 1J E S 2 v_3,- • Tax Folio ,I 3206 0 /y I SAC, Legal Description Owner's Address 041 1 1J& 139 5 - ; q — 1 � t � — 3312i Phone 3ES • 3 ` 5 - 4 c ? . Contracting Co. S,J 1t- r- tt.eia-PA 9,4/4 Qualifier 3.A Phone 30 5 ei4 " 6 Scc State # C)51525 Municipal # Competency # Ins-Co. J tin A- e440 -b Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one):(iZIDELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN r= yore. T.e () WORK DESCRIPTION ===.-55. Square Pt. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE / Lessee / Tenant t4)4Miet -/4 Qiui'ct_• 3 Sado Estimated Cost(value) -,4 I5 6QO WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DC SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTENI TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUF NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, an on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separatc permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, J authorize the above -named contractor to do the work stated. o ner and /or Con ViTiViationucim MY Comm ExP. 5/30 /2002 No. CC 724889 I I Persona* Known 11 Other I.D. O N r NOTAR PUBLIC /star f Signature of Date: a- to Owner an My 'ommission Expires: APPROVED: Zoning FEES: PERMIT o President RADON Address N v.S 1 S - Pl e : - �t • ntractor or Owner - Builde r M NWfittEk edi ' Y Comm ExP. 5/30/2002 No. CC 724889 I I Persona* / Known 1 I other I.D NOTARY PUBLIC 4r Signature o Date if ota a: to Contrac My Commission Expire * * * * • NOTARY Master Permit # TOTAL DUE C.C.F. Fire Other Building Mechanical Plumbing, Engineering Electrical * ** NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO 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 property and street address: 2. Description of improvement: 3. Owner(s) name and address: 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: Amount of bond $ 6. Lender's name and address: Notary Public Print Notary's N My Commission Expires: "P - 34 Re w . e t,j tf o nxrk- M t` CX r,. 2 QJ . NOYL.MAtl L 4 PD, E • S,s a rue -,-, I ( 01'3 Sr - - )1? 7. Persons within the State of Florida designated by Owner upon whom ri by Section 713.13(1)(a)7., Florida Statutes, Name and address: l � 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), 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 � Print Owners Name !'t/t noWei Sworn to and subscribed before me jhis 'Z- day of it).. �19)Q -. r othe 998286 127 1999 JUN 02 16:05 Prepared by: uments may be served as provided 110 Address: 3 (o . 2 -Q 3 3012 129.01.52 10/98 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: n1 Tt2 -cm '14?- ear ou. Job Address: 30 5 (3 ,,,/ ROOF CATEGORY � L7 (Low Slope Application) 1:1 (Nail-On Tile) 11Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ,,.,,.,, L/ ROOF TYPE ❑ New Roof [24e-roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') 400 . Sloped Roof Area (ft') 340(c) Total (f) 3 5np Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): 3 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Ft. V Ft. A V ?4O e Deck type: "r 4 bf, C. (I ATTACHMENT Fastener Type: I ..C.1-4,4 SPACING Field: U2 o c- Perimeter: C, o l.. Corner: DETAIL 1 & 2 4 r ROOF PLAN Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rld a Ventilation? 1 MEAN mum 2 p Deck type: ° 1 d FL. to �� z Underiayment: AL_ 30 Insulation: N 1191 P1 D E T A I L 3 SLOPED SYSTEM DESCRIPTION Cap Sheet: Fastener type & spacing: y7 N • CA /.LC I2 c- 4-40 Alb 7r/og Roof Covering: Is- 11( ROOT ELOPE A., Drip edge: A 3013 nom— ti u �. ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: 973.3a X X (Aerodynamic Multiplier): C.? ) - M ? - = M 9cr- 30 PCA: I I %. o (Pmax2:.$13d x X (Aerodynamic Multiplier): 0.29 ) - M = M T: : S 73.0 PCA: t13 .90 . (Pmax3: so;3,o X X (Aerodynamic Multiplier): Q. 2y ) - M = M ' B 3oPCA: ' % • Page -2 ME mo-M!E METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 40 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTAN MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile LLC 135 NW 20th St. Boca Raton, FL 33431 F RODUCT CONTROL DIVISION (305) 375-2902 • Your application for Product Approval of: FAX (305) 372 -6339 Monier Lifetile LLC "Flat Shake and Slate ", "Colonial and Shingle Blend ", : nd "Sierra Shake" Tiles under Chapter 8 ol Miami -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: Center for Applied Engineering, Inc., Professional Service Industries, Inc., and Redland Technologies, has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on page 15. Tliis approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida 3uilding Code. The expense of such testing, will be incurred by the manufacturer. ACCEPTANCE NO.: 97- 1124.15 Renews: 95- 0316.01 _ EXPIRES: 06/25/01 95- 0322.02 kaul Rodriguez 95- 0316.02 Product Control Supervisor 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 Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. APPROVED: 06/25/98 1 Miami -Dade County MONIER LIFETILE LLC Product Control No.: 97- 1124.15 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description Monier Lifetile LLC 1= 16% :" PA 112 Flat, interlocking, high pressure Flat Shake and Slate w = 13" extruded concrete shake and slate roof Tile '4" thick tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Monier LifetileLLC Sierra Shaker" Tile & Super Shaketile" Monier Lifetile LLC Colonial Slate & Shingle Blend Tile Trim Pieces Product Ice and Water Shield 1= 17" w = 12 3 4" 1 ''h" thick I = 17" w = 12'1," 1 ''Y4" thick 1= varies w - varies varying thickness 36 "x75' roll PA 112 Flat, interlocking, high pressure extruded, concrete shake roof tile, with a textured top face, equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Flat, interlocking, high pressure extruded, concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. T RADE NAMES OF PRODUCTS MANUFACTURED OTHERS Test Product Dimensions Specifications Description Manufacturer Rainproof II 30" x 75' roll PA 104 Single ply, nail -on Protect -O -Wrap, - 36" x 75' roll underlayment with Inc. or 2" self - adhering top (with current NOA) 60" x 75' roll edge. PA 103 Self- adhering W.R. Grace Co. underlayment (with current NOA) Page 2 of 15 Zuloaga, RRC t MONIER LIFETILE LLC • Tile Nails Product Wood Battens Tile Screws Roof Tile Mortar ( "TileTiteTM ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #114.0") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® AH160 ") Hurricane Clip & Fasteners Dimensions Vertical Min.'1 "x 4" Horiiontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 8d x 2 %2" or min. 10dx 3" #8x 2 %2" Tong 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Clips Min. %2" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 Y." Test Specifications Wood Preservers Institute LP — 2 PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 See PCA Page 3 of 15 Product Control No.: 97- 1124.15 Product Description Salt pressure treated or decay resistant lumber vattens Corrosion resistan screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. PCA #94- 0401.01 Generic MONIER LIFETILE LLC Product Control No.: 97- 1124.15 Test A2en4v Test Identifier The Center for Applied 25- 7094 -2 . Engineering, Inc. The Center for Applied Engineering, Inc. EVIDENCE SUBMITTED 25- 7094 -8 Page 4 of 15 Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III 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) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) The Center for Applied 25- 7094 -5 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) 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) The Center for Applied 25- 7214 -1 Static Uplift Testing March, 1995 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) Oct. 1994 Oct. 1994 MONIER LIFETILE LLC Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Professional Service Industries, Inc. Test Identifier 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 224 -47099 Page 5 of 15 Product Control No.: 97- 1124.15 Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Frank Zuloaga, RRC Date Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Physical Properties Sept. 1994 PA 112 • MONIERLIFETILE LLC Product Control No.: 97- 1124.15 Deck Type: Wood, Non - insulated SYSTEMS Deck Description: New Construction 19 4 2 " or greater plywood or wood plank. • SYSTEM A: Counter -Batten Application Slope Range: 2 ":12" to 7 ":12" Note: Counter- Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for of 4 ":12" to 7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C. Underlayment: Install underlayment system in compliance with Miami -Dade County Application Standard PA 118. Vertical Battens: Install vertical battens in compliance with Miami -Dade County Application Standard PA 118 Horizontal Battens: Install horizontal battens in compliance with Miami -Dade County Application Standard PA 118. Roofing Tile: Install tile in compliance with Miami -Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, "/,_" plywood is an acceptable substrate. Page 6 of 15 • Frank Zuloaga, RRC 1 MONIER LIFETILE LLC Product Control No.: 97- 1124.15 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction "/,_" or greater plywood or wood plank. SYSTEM B: Direct Deck Application Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tile: Comments: Install underlayment system in compliance with Miami -Dade County Application Standard PA 118. Install tile in compliance with Miami -Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, "4 2 " plywood is an acceptable substrate. Page 7 of 15 rank Zuloaga, RRC MONIER LIFETILE LLC Product Control No.: 97-1124.15 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 4 2 " or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Slope Range: 4 " :12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 " :12" to 7 ":12 ". For slopes less than 4 ":12 ", refer to System A. Underlayment: Install underlayment system in compliance with Miami -Dade County Application Standard PA 119. Horizontal Battens: Install horizontal battens in compliance with Miami -Dade County Application Standard PA 119. Roofing Tile: Install tile in compliance with Miami -Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, "4 2 " plywood is an acceptable substrate. Page 8 of 15 • Frank Zuloaga, RRC MONIER LIFETjLE LLC Product Control No.: 97- 1124.15 Underlayment: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non - insulated New construction 19 / 12 " or greater plywood or wood plank. Deck Type: Deck Description: SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 " :12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Install underlayment system in compliance with Miami -Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Miami -Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) I. For re -roof applications, 's/, plywood is an acceptable substrate. Page 9 of 15 MONIER LIFETIME LLC Product Control No.: 97- 1124.15 SYSTEM LIMITATIONS I. The standard minimum roof pitch for Monier Lifetile LLC's "Flat Shake & Slate ", "Sierra Shake & Super Shaketile ", and "Colonial Slate & Shingle Blend" low profile tile shall comply with Miami - Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of Installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control 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 Miami -Dade County Protocol PA 115 or PA 127. The tile profile listed herein has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Miami -Dade County Protocol PA 106, shall be performed. 5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Miami -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Miami -Dade County Protocol PA 112, Appendix 'A'. • 9. Fire classification is not part of this acceptance. Page 10 of 15 rank Zuloaga, RRC I Tile ' Profile 3 ":12" 4":12" ' S " :12' . fl , 6":12" . 7":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Monier Lifetile LLC Flat Shake & Slate, Sierra Shake TM Tile & Super Shaketilet , Colonial Slate & Shingle Blend Tile 6.5T 7.52 6.47 7.43 6.33 7.27 6.17 7.09 6.00 N/A Tile Profile Tile Application Approved s Approved Screws Approve Fiel tp With: Approved Eave Clip With: 1 nail 2 n 2 screw nail 2 nails 1 nail 2 nails Monier Lifetile LLC Flat Shake & Slate,. Sierra Shake" Tile & Super Shaketile u, Colonial Slate & Shingle Blend Tile Battens 4.90 7.40 18. :.60 24.20 34.80 22.10 32.20 Direct Deck 9.80 18.80 '.80 0 24.30 35.50 19.00 31.90 1 Data noted in Table 3 is for installation with a 3" the hearilan • MONIER LIFETHE LLC DATA FOR ATTACHMENT CALCULATIONS Table 2: Restoring Mo ments due to Gravity - Product Control No.: 97- 1124.15 Table 1: Aerodynamic Multiplyers- X(ft') Tile Prolle Monier Lifetile LLC Flat Shake & Slate Tile, Sierra Shaken' Tile & Super ShaketileTM , Colonial Slate & Skingle Blend Tile X (n') Batten Application 0.27 X (ft') Direct Deck Application 0.29 Table 3: Attachment Resistance Expressed as a Moment - MI (ft -Ibf) for Nail -On 2 Approved screws are as noted in the Trade Names of Products Manufactured By Others' and Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Page 11 of 15 • Frank Zuloaga, RRC Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile LLC Flat Shake & Slate, Sierra Shaken" Tile & Super Shaketile'", Colonial Slate & Shingle Blend Tile Mortar Set 39.00 Adhesive Set 118.90 Table 3 -A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) For Nail -On Systems Tile Profile Tile Application Two (2) 10d x 3" long nails Monier Lifetile LLC Flat Shake & Slate, Direct Deck New Construction (min. 19 /32" plywood) 65.50 Sierra Shake TM Tile & Super ShaketileTM,.. Colonial Slate & Shingle Blend Tile Direct Deck Recover /Reroof (min. 15 /32" plywood) 50.30 Battens New Construction 48.30 a MONIERLIFETILE LLC DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) 1 Tile installation with a 4" headiap using two (2) Approved 10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2W from the head of the -tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Page 12 of 15 Product Control No.: 97- 1124.15 • Frank Zuloaga, RRC i MONIER. LIFETILE LLC MONIER LIFETILE LLC FLAT SHAKE & SLATE TILE PROFILE DRAWINGS SIERRA SHAKE AND SUPER SHA Page 13 of 15 Product Control No.: 97- 1124.15 OVERLAY 13' t MONIER LIFETILE LLC 0.34 0.07 - 1*- o.oa- COLONIAL SLATE & SHINGLE BLEND TILE r \ 4- Z3 oco. APPROVED SCREW FOR SCREW DA 14 of 15 0.131' Product Control No.: 97- 1124.I5 0.1170" MONIER LIFETILE LLC Product Control No.: 97- 1124.15 Monier Lifetile LLC ACCEPTANCE NO: 97- 1124.15 135 NW 20 St. APPROVED : June 25, 1998 Boca Raton, FL 33431 EXPIRES : June 25, 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals Of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other putposes. 6 The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 'r 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 15. END OF THIS ACCEPTANCE « 3 • Page 15 of 15 1f i-• • • 216 ROOF COVERING MATERIALS (TEVT) ROOFING _SYSTEMS (TG FU)— Continued thane, periite/isocyanurate composite, perlite /urethane composite, wood fiber/isocyanurat composite, phenolic, any thickness. • Ply Sheet Three or more layers of Type GI " GAFGLAS Ply 4" or " GAFGLAS Ply 8", h mopped. Surfacing: Grundy industries "al MB Aluminum Roof Coating ", 1 -1/2 gaVsq. • 3. Deck: NC • • - r •: Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, er.. thane. perlite/isocyanurate composite, perlite /urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. PIy Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". • Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gaVsq. . - ClassC 1. Deck: C•15/32 - • - ,,•.Incline: Unlimited • Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. -. Ply Sheet Three or more layers of Type G1 "GAFGLAS PIy 4" or "GAFGLAS Ply 6 ". : Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 gaVsq. • • 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, ure- thane, perlite /isocyararate composite, perfite/urethene composite. wood fiber/isocyanurate composite. phenolic. any thickness. • : • - Ply Sheet Three or more layers of Type G1 " GAFGLAS PIy 4" or " GAFGLAS PIy 6". Surfacing: Grundy Industries "al MB Aluminum Roof Coating:' at 1 -1/2 gaVsq. •• a 0 3. Deck: C -15/32 ...�_,r••_ r' , ; +. Incline: Unlimited • • • • Insulation (Optional):' One or more 'layers la thane. perlite/isocyanurate composite, perlite /ureth ne wood composite, fiber, isocyanurate, rate com composite, p weed fiber, isocyanurate P phenolic, any thickness. Ply Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gaVsq. •• SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. • •Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. • • . , - - • ..Class A--Ballasted - _ 1. Deck: NC Incline: 2 Insulation: One or two layers 'Isotherm R ", any thickness, loose laid or mechanically fastened. Membrane: Any UL Classified membrane used in a ballasted system. Surfacing: River Bottom Stone, 3/4 to 1 -1/2 in. dia., 1000 ibsisq. 1. Deck: NC Class A—Fully Adhered Insulation (Optional): One or more layers perlite• wood l fiber, lass fiber, isocyanurate, perlite/isocyanurate glass cyanurat rate cc, any to composite, perlite /urethane composite wood fib er/isocyanurate composite, phenolic, any thickness. .r Deck: NC • Inline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C•15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanutate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (off -set from plywood joints 8 in.). Base Sheet One or more layers of Type G2 or G3. PIy Sheet (Optional): One or more layers of Type G 1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), :'Ruberoid Torch • Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq..• 6. Deck: NC . , Incline: 1/2 Base Sheet (Optional): One or mre layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), °Ruberoid Torch Plus" (granule). • • Surfacing (Optional): Karnak "No. 97" or "169" at 1-3 gel /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. . Dec 415/32 Incline: 1/2 • Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/ Isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. • Base Sheet (Optional): One or more layers of Type G1, G2 or G3. . Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. . • • ' 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, Isocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite, wood fiber/isocyanurate • composite, phenolic. . -, I f' S .-,... •• Base Sheet (Optional): One or more layers Type G1. G2 or G3. - • • Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch 's, Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). - Surfacing: Gravel. 400 Ibs/sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 • • Base Sheet (Optional): One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 3 gal/sq. ROOF COVERING MATERIALS (TEVT) • Ply Sheet (Optional): One or more layers of Type G-1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granute) ROOFING • SYSTEMS "(TG FU)— Continued B ase Sheet Two or more layers of Type G2 or G3. Ply St,aet (Optional$ One or more layers of Type 01. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" or "Ruberoid. Mop Plus" (granule). Surfacing: Kamak No. 97, 1 -1/2 - 3 gaVsq or gravel. Incline. 1/2 D eck: NC . . Insulation: One or more layers perlite,'glass fiber, 3/4 in. min, isocyanurate, urethane, partite/ isocyanurate composite, perlite/urethane composite, phenolic, 1 -1/2 in. min. . Base Sheet (Optional): One or more layers of Type "G1, G2 or G3. . Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch l• Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gaVsq. !. Deck: C -15/32 Incline. 1/2 '+ • �.° Insulation (Optional) One or more layers perlite, glair fiber, 3/4 in. min. isocyanurate, ure- '`" • thane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. a Bese Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or me- chanically fastened in place. Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4 ", hot mopped in place. . '.. Membrane: "Ruberoid Mop FR" (granule). • — • Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat 4 Emulsion at 3 gaVsq. . .: ' . '• • . - • - .. 7 ' 8O.t 'Deck: C -15/32 .: r..; : ' - ; ; : •r • c 3 's: :. ; Incline: 1/2 - Insulation (Optional): One or more layers perlite, glass - fiber,'3 /4: in. min, isocyanurate, ure- '• thane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. -.. sass Sheet Or.e or more layers of Type G2 "GAFGLAS It 75 Base Sheet ", hot mopped or me- chanically fastened in place. Ply Sheet One or more layers of Type 01 "GAFGLAS Ply 4 ", or " GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). • t $ r ..Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gaVsq or GAF Weather Coat Emulsion at 3 gal /sq. Incline: 1/2 • • : 1,1_: Deck C -15/32 • Insulati on: Iscyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints off-set 6 in. - ; :• • Base Sheet One or more layers of Type G2 "GAFGLAS # Base Sheet", hot mopped or me- chanically fastened in p l a c e . - • - ' • Ply Sheet (Optional): One or more layers of Type 01 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. - • •- • - • . - • - - - •- Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF_ Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gaVsq. , • -- • = ` Incline: 1/2 12. Deck: 415/32 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness. hot mopped or me- , - chanically fastened in place. Joints off-set 6 in. . - R,:. ; Base Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet ", hot mopped or me- chanically fastened in place. • Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4" or "Fly 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). • Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gaVsq. • • ' 13. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints off-set 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. - Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC - Incline: 1 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints off -set 6 in. Base Sheet One or more layers of " GAFGLAS #75 Base Sheet ", hot mopped in place. PIy Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. , ' Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3:gaVsq or GAF Fibered Alumi- num Coating at 1 -1/2 gal /sq.' '• ' • 15. Deck: C -15/32 - Incline: 1/2 Insulation (Optional): Partite, fiber glass, isocyanurate, urethane, perlite /isocyanurate compos- ite or phenolic. ' Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fas- tened. PIy Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: 415/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/isocyanurate compos- ite or phenolic, off -set 6 in. from joints. • ' ` ' Base Sheet One or more layers of Type G -2 or G-3 base sheet. hot mopped or mechanically fastened. 217 �tETRC. -IdADE elfin PRODUCT CON'S ROL NOTICE OF ACCEPTANCE Acceptance No.: 97- 0804.21. Revises No.: 95- 1003.03 Expires: I I /04/00 Approved: 11/04/97 ii Internet mall address: postmaster ©buildingcodeonline.com 1 METROPOLITAN'DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 GAF Materials Corporati m 1361 Alps Road Wayne, NJ 07470 • Your application for Product Approval of: • GAF Conventional Built -Up Roof Systems for Wood Decks 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: Dynatech Engineering, Inc., Factory IIfutual Research Cerporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -40 and the standard conditions on page 4 I. This approval shall not be valid after the expiration date stated below. Tlie Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. aul Rodriguez Product Control Supervisor TIIIS IS TILE CO VERSILEET, 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 Office and approved by the Building Code Committee to be used in Dade County, Flori under the conditions set forth :.hove. Charles Danger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: ht 1p: / /www.buiidingcodeonline.com Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built - Up Roofing Application and Specifications" manual! tblished annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current eactory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -41 1. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 11 Product Control No: 97- 0804.21 Product Control No.: 97- 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 Pratt Zuloaga, Roofing Product Control Examiner Insulation Types: Basalt Wool Perlite K Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Material Wood Maximum Design Pressure Design Pressure -75psf Maxitnurn Fire Classification Material- Classification Wood Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 41 Product Control No: 97- 0804.21 aga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibercd Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® GAFGLAS Flex piyTM 6 GAFGLAS Ply 4® F TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 60 Ib. bags ASTM D 1863 5 gallons 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll ASTM 1227 ASTM D 3019 ASTM D 3409 ASTM D 4586 ASTM D 4586 Asphalt flashing C..ment ASTM D 4601 ASTM D4601 ASTM D 2178 5 sq. roll ASTM D 2178 Page 4 of 41 Product Control No: 97- 0804.21 1'roduct Description Asphalt concrete primer used to promote adhesion of asphalt in built- up,roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fiber reinforced, polymer Modified Flashing cement Asphalt impregnat..d and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt ii 1pregnated glass felt . with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt ing Product Contra iner- Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTI3 Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule' RUBEROID MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule Test Dimensions Specification 3" and 3 'h" 3" and 3 '/2" 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. • PA 114 Product Control No: 97 0804.21 Product Description Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D'5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. 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 smooth surfaced. ASTM D 5147 Non -woven polyster 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 and surfaced with mineral granules. ASTM D 5147 Page 7 of 41 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitarpen membrane, granule surface. 0o ing Product Control Examiner Product RUBEROID®.:. TORCH PLUS RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Built -Up Roofing Asphalt Test Dimensions Specification ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 lsq. roll ASTM D 5147 101 lbs. 3 /4 sq. roll 93 lbs. '/4 sq. roll 90 lbs. 5 gallons RUBEROID® I'09. Roll ULTRACLAD® SBS 101 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. GAF Aluminum Roof 5 gallons Paint 100 Ib. cartons, bulk RUBEROID MOI) 60 Ib. kegs Asphalt PA I00(A) ASTM D 1929 ASTM D 635 ASTM D 5147 ASTM D2824, Type 1 ASTM D312, Types 1, 11,111 and IV Page 8 of 41 Product Control No: 97- 0804.21 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with file retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass inat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asplilt gam — Roofing I'roduct Control Examiner Dekfast Fasteners #12 Product Dimensions • Dekfast Lock Plate 3" x 3 1/4" Dekfast Fasteners #14 ISO 95+ Composite Asphalt r Asphalt Primer; EPS Pelite /Urethane Composite Roofing Nails various High Density Wood various Fiberboard ' arious Test specification ASTM D 312 Type 111 or IV Hot asphlat bitumin adhesive PA 114 PA 114 Product Description Polypropylene locking plate. Insulation fasteners for concrete decks PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) ASTM D 41 Asphalt Primer PA 110 Extruded polystyrene insulation PA 110 Wood fiber insulation board PA 110 Perlite / urethane composite board insulation Perlite Insulation various PA 110 Perlite insulation board Polyethylene 4 mil min. Vapor barrier / Air barrier Red Rosin various kosin paper for barrier layer on wood decks Minimum # PA 114 Corrosion resistant annular 12 ring shank nails Page 12 of 41 Product Control No: 97- 0804.21 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) generic generic generic generic generic generic generic generic generic 414 Roofing Product Control Examiner Test Product Dimensions Specification Tiii Caps MB aluminum roof coating Den -Deck ISO 95+ E'N RG'Y -2 ISORoc Olympic Standard Min. 32 ga. x various #12 Roofgrip #I4 Roofgrip Gripdek Fastener PA 114 1-lexcel Fastener PA 114 1-lextra PA 114 Standard Plastic 3" round PA 114 Plate vaarious PA 110 various PA 110 various PA 1 10 3" round Product Description Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Polyolefin plastic plate Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam / tockwool composite insulation PA 114 3" round galvaluine AZ55 steel plate • Page 13 of 41 Product Control No: 97- 0804.21 Manufacturer generic Grundy Industries (witli current PCA) Georgia Pacific (with current PCA) ITW Buildex . (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) N1.G Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic ' ' ,'•Manufacturing Group, Inc. (with current PCA) • Rooting Product Control Examiner Test i Name Report Date Agency /Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements FMRC 1996 01.01.96 • Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I.OT4AI.AM 08.26.92 .• Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 1V8A4.AM - 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. IR1A6.AM 11.15.91 Factory. Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I.0T2Q4.AM 10.17.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Q6A6.AM 07.16.91 • Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. 0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 J.I. 1 B9A8.AM Underwriters Laboratories, Inc. Fire Resistance Classification UL 790 - PA 114 R1306, 87NK11819 01.01.93 Dynatech Engineering Corporation Wind Uplift PA 114 , 0600.02.95 -1 02.02.95 Dynatech Engineering Corporation Wind Uplift PA 114 #4482.02.95 -1 02.02.95 .. TEST REPORTS Page 17 of 41 Product Control No: 97- 0804.21 ga, Roofing Product Control Examiner Deck Type 1: Base Sheet: Ply Sheet s Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated New Construction or Reroof Deck Description;. : 19 / 2 " or greater plywood or wood plank decks • System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum I I " tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal./sq.. '!2: Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or i' .slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf. (See General Limitation #7) 'A'. See General Limitation #2. 6 ":12 "; See General Limitation #3. N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B-4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, N -B -5 -G PG, N- B -5 -M, N- B- 5 -M /P6 Page 21 of 41 Product Control No: 97 0804.21 ga, Roofing. Product Control Examiner Maximum Design Pressure: - 45,psf (See General Limitation #7) Product Control No: 97 0804.21 Deck Type l: Wood, Non - Insulated, New Construction, Reroof Deck Description: °'`: :11 or greater plywood or wood plank System Type A(3): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultirna Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE #12 or #14 Screws and 3" Plates 12" on center, in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" OC in the field of the sheet. Ply Sheet: One, two, or three plies GAFGLAS PLY 4® GAFGLAS FIexPIy 6, or GAFGLAS® PLY 6® Ply or GAFGLAS FIexPIy 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. •2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Fire Classification: 'A'. See General Limitation #2. • Maximum Slope: 3 ":12 "; See General Limitation #3. Specification No.: 1\ - B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B-4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5- C /1:6, N- 13-5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 Page 22 of 41 oaga, Roofing Product Control Examiner Deck Type 1I: Deck Description J System Type A(4): Wood, Non - Insulated, New Construction, or Reroof 19 / 32 " or greater plywood or wood plank Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Ply Sheet: Cap Sheet:. • Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultitna "' Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied to the deck with 2" side laps with GAFTITE #12 or #I4 Screws and 3" Plates, 12" on center, in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" OC in the field of the sheet. One, two, or three plies GAFGLAS PLY 4 ®, or GAFGLAS® PLY 6® Ply or GAFGLAS FlexPlyT " 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb./sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 galisq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. — 60psf. (See General Limitation #7) 'A'. See General Limitation #2. 3 ":12 "; See General Limitation #3. N B - 3 - G, N B - 3 - C, N B - 3 - M, N B - G, N B 4 - G /P6, N B - 4 - M, N B 4 - M /P6, N B - C, N- B- 4 -C/P6, N- 13-5 -C, N- B- 5 -C /P6, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 • Page 23 of 41 Product Control No: 97- 0804.21 ..ga, Roofing Product Control Examiner Deck Type 1I: Wood, Non - Insulated, New Construction, or Reroof • Deck Description: 19 or greater plywood or wood plank System Type A(5): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS® #75 Base Sheet, GAFGLAS #80 UltitnaTM Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE #12 or #14 Screws and 3" Plates 8" on center, in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" OC in the field of the sheet. Ply Sheet: One, two, or three plies GAFGLAS PLY 4, GAFGLAS® PLY 6® or GAFGLAS FlexPly 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Surfal:ing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 Ibisq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibeted Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: -75 psf (See General Limitation 117) Product Control No: 97- 0804.21 Maximum Fire Classification: 'A'.' See General Limitation #2. Maximum Slope: 3 ":12 "; See General Limitation #3. Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B-4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /P6, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 Page 24 of 4 1 ulo tga, Roofing Priduct Control Examiner Deck Type 1I: Deck Description: 1 System Type Xi: Wood, Insulated, New Construction, or Reroof 19 or greater plywood or wood plank Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt.. All General and System Liinitations shall apply. Insulation Fastener Fastening Fasteners Base Layer Type Detail No. Per Board (see PA 117) Approved.Type(s): ACFoam - I Minimum: 1.3" x 3' x 4' DekFast S/P [2] Minimum: 1.3" x 3' x 4' Olympic S /P, ASAP [2] Gripdek S/P [2] Roofgrip S/P [2] Olympic S/P , ASAP [2] GAFTITE® S /P, ASAP[2] Olympic /G2 Plate [2] fvlinitnum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minitnum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Approved Type(s): E'NRG'Y 2, GAFTEMP Isotherm RN Minimum: 1.4" x 3' x 4' DekFast S [2] Minimum: 1.4" x 3' x 4' Tru -Fast S [2] Minimum: 1.4" x 3' x 4' Olympic S/P /ASAP [2] Minimum: 1.4" x 3' x 4' Gripdek S/P [2] Minimum: 1.4" x 3' x 4' Roofgrip S/P [2] Minimum: 1.4" x 3' x 4' GAFTITE® S/P /ASAP[2] Minimum: 1.4" x 3' x 4' Olympic /G2 Plate [2] Minimum: 1.4" x 3' x 4' Anchorbond S [2] Approved Type(s): GAFTEMP® Isotherm R Minimum: 1.3" x 3' x 4' DekFast S Minimum: 1.3" x 3' x 4' Tru -Fast S Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' [ [ Olympic S/P /ASAP [2] Gripdek S/P [2] Roofgrip S/P [2] GAFTITE® S /P /ASAP[2] Olympic /G2 Plate [2] Anchorbond S [2] Insulfixx S/P [2] HD Insulfixx S/P [2] Page 25 of 41 Product Control No: 97- 0804.21 4 4 4 4 4 4 4 4 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Fastener Density 1:3 ft 1:3 ft 1:3 ft 1:311 1:3 ft 1 :3 11 1:3 ft 1:3 ft 1:4 11 1:4 11 1:3 ft 1:3 11 1:4 ft I :3 ft 1:3 ft 1:3 (1 1:3 ft 1:4 ft I :3 11 1:3 ft 1 :4 11 1 :3 ft 1:3 11 1:3 (1 1:3 11 Roofing Product Control Examiner Fastening • Detail No. (see PA 117) Approved Type(s): E'NRG'Y 2 Plus, GAFTEMP Composite N DekFast S/P Tru -Fast S Insulfixx S/P Gripdek S/P Roofgrip S/P HD Insulfixx S. /P Anchorbond S/P Insulation Base Laver Minimum: 1.5 ";x 3' x 4' Minimum: 1.5 "'x 3' x 4' Minimum: 1.5" x 3' x 4' Minimum: 1.5" x 3' x 4' Minimum: 1.5" x 3' x 4' Minimum: 1.5" x 3' x 4' Minimum: 1.5" x 3' x 4' Approved Type(s): Perlite, GAFTEMY® PERMALITE® [ [ [ [ [1] [1] [ Minimum: 3 /," x 2' x 4' Minimum: '/4" x 2' x 4' Minimum: '/4" x 2' x 4' Minimum: 3 /." x 2' x 4' Minimum: 'h" x 2' x 4' Minimum: %" x 2' x 4' Minimum: '/4" x 2' x 4' Minimum: % "x 2'x 4' Approved Type(s): Fiberglas Minimum: Is / " x 4' x 4' DekFast S/P Minimum: IS / 16 " x 4' x 4' Minimum: Is / x 4' x 4' Minimum: IS / 16 ' x 4' x 4' Minimum: " / x 4' x 4' Minimum: Is /16 ' x 4' x 4' Minimum: " /16 ' x 4 x 4' Minimum: IS / 16 " x 4' x 4' Minimum: 15 / 16 o x 4 x 4 Approved Type(s): Minimum: 1" x 2' x 4' Minimum: 1" x 2' x 4' Minimum: 1" x 2' x 4' Minimum: 1" x 2' x 4' Minimum: 1" x 2' x 4' Minimum: I" x 2' x 4' Fastener Type DekFast S Tru -Fast S Gripdek S/P Roofgrip S/P Olympic /G2 3 "Plate Anchorbond S GAFTITE® 3 -%2" GAFTITE S /ASAP Insulfixtc S Roofgrip S/P TruFast S Anchorbond S/P HD Insulfixx S [ [3] [3] [3] [3] [3] [3] Olympic S/P /ASAP [3] GAFTITE ®S /P /ASAP [3] Glasfast [3] DekFast S/P [1] Anchorbond S/P [1] Tru -Fast [1] OlympicS/P /ASAP [I] GAFTITE® S /P /ASAP[1] Olympic /G2 Plate [I] Page 26 of 41 Product Control No: 97- 0804.21 Fasteners Per Board 3 3 3 4 4 3 3 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High 2 2 2 2 2 Fastener Density 1:4 ft 1:4 ft 1:4 ft 1:3 ft 1:3 ft 1:4 ft 1:4 11 1:2 ft 1:2 ft 1:2 ft 1:2 ft 1:2 ft 1:2 ft 1:2 ft 1:2 ft 1:2.67 ft 1:2.67 ft 1:2.67 ft 1:2.67 ft 1:2.67 ft 1:2.67 EP 1:2.67 ft 1:2.67 ft 1:2.67 ft Density Fiberboard 1:4 ft 1:4 ft 1:4 ft 1:4 ft 1 :4 ft 1:4 ft a, Roofing Product Control Examiner Note: Base layer shall be mechanically a4tached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Metro -Dade County Roofing Application Standard PA 117 for fastening details). GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Insulation Fastener Fastening Fasteners Fastener Top Layer Type Detail No. Per Board Density Approved Type(s): Any of the insulations listed for Base Layer, above. Approved 'Type(s):High Density Wood Fiber, GAFTEMP® High Density Wood Fiberboard, PERMALITE® Recover Board Minimum: %:" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: 3 /4" x 4' x 4' N/A N/A N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 Ibsis Please refer to ,Metro -Dade County Roofing Application Standard PA 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMA Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS Flex PIy 6, GAFGLAS® STRATAVENT® Perforated(laid dry), RUBEROID Modified Base Sheet or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq; (see General Limitation #4). PIy Sheet: Two or three plies of GAFGLAS® PLY 4® or , GAFGLAS® PLY 6® or GAFGLAS FIexPIy 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See specification number for appropriate nutnber of plies). Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See GAF application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following:) 1. GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 . gal. /sq.. 2. Asphalt Flood coat at an application rate of 60 lbs. /sq. f 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., eespectively. Maximum Design Pressure: -45 psf (See General Limitation #7) Maximum Fire Page 27 of 41 Product Control No: 97- 0804.21 • Roofing Product Control Examine Classification: 'A'. See General Limitation #2. Maximum Slope: r.. 3 ":12" See General Limitation #3. Specification No I- B -5 -M, I- B- 5 -M /P6, I-0-4-G, 1-0-4-G-/P6, 1- 0 -4 -C, I- 0- 4 -C /P6, 1- 0- 4- M,1 -0 -4- M/P6, I- B -4 -G, 1- B- 4 -G /P6, I- B -4 -C, 1- B- 4 -C /P6, I -B -4M, 1- 13- 4 -M /P6, I- 0 -3 -G, 1- 0 -3 -M, I- B -3 -G, I- B -3 -C, I- B -5 -G, 1- B- 5 -G /P6, I- B -5 -C, I- 13- 5 -C /P6, I- 0 -5 -M, I- 0- 5 -M /P6 I- B -4 -M, I- B- 4 -M /P6, I- B -3 -M, I- 0 -3 -C, Page 28 of 41 Product Control No: 97- 0804.21 u oaga, Roofing Product Control Examiner Deck Type 1I: Deck Description; System Type C: Approved Type (s): E'NRG'Y 2 Minimum: 1.4" x 3' x 4' N/A Approved Type (s): ISORoc Minimum: 1.5" x 4' x 4' N/A Approved Type (s): Fiberglas Minimum: "/ x 4' x 4' N/A Wood, Insulated, New Construction or Reroof 19/ or greater plywood or wood plank N/A Page 29 of 41 Product Control No: 97- 0804.21 One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener Base Layer Type Detail No. Per Board Density Approved Type (s): ACFoam -I, GAFTEMP® Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN Minimum: 1.3" x 3' x 4' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Approved Type (s): E'NRG'Y 2 Plus, GAFTEMP Composite A, GAFTEMP Composite N Minimum: 1.5" x 3' x 4' N/A N/A N/A N/A Approved Type (s): Perlite, GAFTEMP® PermalitePERMALITE Minimum: /. x 2 x 4 N/A N/A N/A N/A N/A N/A Approved Type (s): Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum: I" x 2' x 4' N/A N/A N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Metro -Dade County Roofing Application Standard PA 117 for insulation attachment. GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® 1'ERMALITE or wood fiber overlay board on all isocyanurate applications. • Frank Zuloaga, Roofing Product Control Examiner Deck Type 1I: Deck Description: !` System Type D(3): Base sheet: PIy Sheet: Cap Sheet: Surfacing: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Insulated, New, Recover or Reroof 1.`/ or greater plywood or wood plank Base sheetand insulation simultaneously mechanically fastened. Maximum Design Pressure: -75 psf (See General Limitation #7) Page 36 of 41 Product Control No: 97- 0804.21 All General and System Limitations shall apply. One or more layers of any of the following insulations. Approved Type(s): ACFoam -1, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N loosely laid with firmly butted joints. Minimum thickness, 1.3" GAFTEMP High Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1 " GAFGLAS® #75 Base Sheet, GAFGLAS #80 UltimaT "' Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps. GAFTITE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 4 rows 8" on center. One row is in the 2" side lap. The other rows are equally spaced approximately 9" OC in the field of the sheet. One, two, or three plies GAFGLAS PLY 4 ®, or GAFGLAS® PLY 6® PIy or GAFGLAS FIexPIy 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb./sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. f 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 'A'. See General Limitation #2. 3 ":12 "; See General Limitation #3. 1- B -5 -M, 1- B- 5 -M /P6, I- B -5 -G, I- B- 5 -G /P6, 1- B -5 -C, I- B -5 -C /P 6 =M 0-4-G, 1-0-4-G-/PG, 1- 0- 4- C,1- 0- 4 -C /P6, 1- B-4 -G, 1 -13-4 t r' Wood Deck System Limitations: • 4. '/2 Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 4l Product Control No: 97- 0804.21 t 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. When panels are 2-' All standard insulation panel sizes are acceptable for mechanical attachment. applied in hot asphalt, maximum panel size shall be 4' x 4'. a. • Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex PlyTm 6 and I'ly 6® when used as a mechanically fastened base or anchor sheet. u oaga, Roofing Product Control Examiner t r r GENERAL LIMITATIONS Product Control No: 97- 0804.21 1 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the .• testing file. Fire ratings shall be in strict 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 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, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may 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 :itrips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cros°. 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. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 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. Page 38 of 41 • • Iran • Zuloaga, Roofing Product Control Examiner Page 39 of 41 Product Control No: 97- 0804.21 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro County Roofing Application. Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 • and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 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. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppingssshall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. 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. 13 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. 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, which shall comply with provision of Roofing Application Standard PA 117. Roofing Product Control Lxam 14 All standard panel sizes are acceptable for mechanical attachment.. When applied in approved asphalt, panel size shall be 4' x 4' maximum. it 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in cornpliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in cornpliance with • Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 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. 19 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 ttrict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, comers). No 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.) Page 40 of 41 Product Control No: 97- 0804.21 • u oaga, Roofing Product Control Examiner V GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 1 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: . a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. Failure to cornply with any section of this Acceptance 'shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 41 END OF THIS ACCEPTANCE Page 41 of 41 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Product Control No: 97-0804.21 oaga, Roofing Product Control Examiner MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date 11 -3 19 87 Owner's Name and Address Margaret Bryant 705 N.E. 92nd St. No Street Registered Architect and/or Engineer N/A Name and address of licensed contractor Biscayne Roofing Co. 5180 E. 11th Ave. Hialeah, F1. Loca on a and legal description of lot to be built 71: Q 7 7! d,9-1 lock 4.9 Subdivisions /.) / ■�4 -C / 40 < / ! / ` `� / F Street and Number where work istobedone 705 N.E. 92nd Street, Miami Shores, F1. State work to be done and purpose of building (by floors), state exterior colors (submit samples) Cleanig and Painting Work and for no other purpose. New Building Remodeling Addition Repairs XX No. of Stories To be constructed of Kind of foundation Roof Covering Tile Estimated Total cost of improvements S 4 , 300 Amount of Permit $ 38.00 Zone cubage required Plan Cubage - - Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor – -- I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to _ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned a ees to employ only such subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths take acknowledgments. personally appeared L 11,111/43 M :S T. and who, being by me first duly sworn, upon oath deposes and says that he is the ROO f VN L Co 1.1 ? A C-T[OR _- _ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Date t Permit No. Disapproved , Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Read, Sworn • : • . •scribed bef • ` me. 4 Notary • feA OF `L)kiUi ! 1 Cul :z SioU ! XN. JJIC . :),1990 NL:JIEu IIMAU LLl: hAL lka, 91&, to me well known. Chairman Member Member Member Member Member Council Approved 1 ate Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Law. of the State of Florda, all ordinances of Miami Shores Village ?nd all rules and regulations of the Building Division of Miami Shores Village sh.dI be complied with whether herein specifiers not. A cop, of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address James R. TREr?nz MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Registered Architect and /or Engineer and address of licensed contractor L!1l`TC 13.007I1v C_ T ILE COT• PAT\ , PTC o Location and legal description of lot to be built on: Lot Block. Subdivision 2n,3 St,, 'Miami Sh Street and Number where work is to be done 705 N E. 9oreG Fla. State work to be done and purpose of building (by floors) 30 sgsA'.th? t�P cement sbinml_e tile roo`'irp m l srs. /., built un n qr' '1 t. rr 1 , : , a vc7_ r - ( 'i. C--- - 3._ r 7-_ _ _ __ E'er_________- _- ____.__. and for no other purpose. New Building .__ _.._ Remodeling Addition Repairs No. of Stories Estimated Total cost of improvements $ 1030. on To be constructed of Kind of foundation Roof Covering t 4 10 ? n'. ''.`' � l Amount of. Permit $ g m 00 _Plan Cubage Distance to next nearest building Size of Building Lot _ .______.____._ Zone cubage required_ Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only sucl subcontractor , on work to be perforrrled under this permit, as are licensed by Miami Shores Village. Remarks (Signed)_° 1 2 '�/�� Jos ^ ?3 A. art,ir, Vice P. 'ient, STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No ' Date .- Read, Sworn to and Subscribed before me. Disapproved __ _ I te_/ ( Signed) l �' Chairman Member . Member Council Approved Building Inspeor PLANNING BOARD . __ _____ _ _ DATE Member ._ Member Member Date Disapproved Notary Public, State of Florida My Commission Expires Date - -- _6th 1. , 19__ No Ins T. E9tr°9Xl 1 St , i'T'i n 1. 573 7 o :1, '7ls- St., T i-' to me well known, Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Address of Building / e 0 /. / MIAMI SHORES VILLAGE, FLORIDA PERMIT X9 6720 DATE Contractor's License No. r /1 lgL Work to be performed under this Permit__ Architect Contractor z or Builder/ 1. .' ' ' , ` r r ,; / ° r ; r. • ; F t- Legal Lot II Subdi- Description Bl vision Value of ! i II Amount of ' °ma y Project $� r ? II Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. ,! Signed. INSPECTOR • In consideration of the issuance to me of this permit I agree to perform the work covered hereunder iq' compliance with pit 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 as cepting this permit I assume responsibility for ell work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY