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ROOFING
° J� American Quality Roofing 3600 N. Palm Avenue • Pembroke Pines, FL 33024 � J , ,,I`ior Licensed & Insured • BONDED • RC 0055176 Tel. N. Broward (954) 565 -9865 • S. Broward (954) 433 -3221 • Fax (954) 433 -3222 V. strelio0op July 18, 2000 Mr. Charles Escher,CBO City of Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores Village, FI. 33138 Dear Mr. Escher: Please accept my sincere apology for the way I conducted myself in June regarding the final inspection with you. I have been President and Qualifier of American Quality Roofing for almost 15 years and take my roofing very serious. I feel confident that the installation in question is a quality job and I will contact Metro Dade Code Compliance in the future if I have a difference of opinion. In addition to my apology to you I ask you to relay same to Margarita Montiel. Sincerely, William Zebrowski CC: Mike Goolsby P.O. Box 8112 • Pembroke Pines, FL 33084 ( 4) American Quality Roof 3600 N. Palm Avenue • Pembroke Pines, FL 33024 , ,,essrvi„ Licensed & Insured • BONDED • RC 0055176 Tel. N. Broward (954) 565 -9865 • S. Broward (954) 433 -3221 • Fax (954) 433 -3222 we seed* 06, July 18, 2000 Mr. Charles Escher,CBO City of Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores Village, FI. 33138 Dear Mr. Escher: Please accept my sincere apology for the way I conducted myself in June regarding the final inspection with you. I have been President and Qualifier of American Quality Roofing for almost 15 years and take my roofing very serious. I feel confident that the installation in question is a quality job and I will contact Metro Dade Code Compliance in the future if I have a difference of opinion. In addition to my apology to you I ask you to relay same to Margarita Montiel. Sincerely, William Zebrowski CC: Mike Goolsby jet faq ici 5-9 P.O. Box 8112 • Pembroke Pines, FL 33084 job # 100 -0014 June R e pe Florida Roof Testing Services 1500 West Copans Road, Pompano Beach, Florida 33069 954- 975 -9010 i�2000 AMERICAN QU ALITY ROOFI re: CHARLES 1248 NE 99 STREET MIAMI SHORES, FLORIDA Pursuant to your request, Florida Roof Testing Services performed uplift testing on the tile roofing at the above address. The concrete tile is manufactured by MONIER LIFE TILE. The roof is approximately 2,800 square feet in area and was tested at 45 locations. The tiles had been installed using the Foam Set Method. The uplift tests consisted of placing a load test device manufactured by, Chatillon Industries (Model DFIS 100) over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until the reading of 35 pounds was obtained, Visible separation was noted at =0- test locations at this reading. Attached please find pull test locations results data sheet and roof sketch. • (Three pages total in this report ) Florida Roof Testing Services responsibility in this project was specifically uplift testing to a specific limit. No other conclusions or observations are expressed or implied. The test was conducted and the results have been reported in accordance with • Dade County Protocol PA- 106. Florida Roof Testi Services appreciates this opportunity to be of service. If you have any qu stions or needJdditional information, please do not hesitate to call... ' itted, Frederick Hemande General Manager NG R. N. Sailappan, P.E. Project Engineer Florida Registration No. 46696' Civil Engineering Florida Roof Testing Services is a Dade County Approved Testing Laboratory, Certificate # 98- 1214.01 Page 1 of 3 TILE UPLIFT DATA SHEET SITE TESTED Name- CHARLES Address- 1248 NE 99 STREET City, State Zip MIAMI SHORES, FLORIDA DATE J' e TEST LOCATIONS 1. Field 26. Perimeter 2. Field 27. Perimeter 3. Field 28. Perimeter 4. Field 29. Perimeter 5. Field 30. Perimeter 6. Field 31. Perimeter 7. Field 32. Perimeter 8. Field 33. Perimeter 9. Field 34. Perimeter 10. Field 35. Perimeter 11. Field 12. Field 36. Comer 13. Field 37. Corner 14. Field 38. Comer 15. Field 39. Comer 16. Field 40. Comer 17. Field 41. Comer 18. Field 42. Comer 19. Field 43. Comer 20. Field 44. Comer 21. Field 45. Comer 22. Field 23. Field 24. Field 25. Field Page 2 of 3 PROJECT # 100404 Roof Diagram & Test Locations 1 >26: FIELD:1128 North : : ..:......:.::..,. .......... ...... FRT.JOB 1100-00141.A��R1 CHARLES! JUNE23. 20001 TILE UPLIFT TEST'• >36 1:381> 45 CORNE Page 3 of 4 ....:::...:.:.:: .... .. :: .: ........ . . . . .... .. • .; ....... ;.....:......; ....... .:: :::'::: I.. ......:.................• : .:.::: CERTIFICATE OF CALIBRATION THIS CERTIFIES ALL WEIGHING AND MEASURING DEVICES SERVICED AND CALIBRATED BY SCALEMEN OF FLORIDA, INC. FOR /n .6 / di go 6 71 5 UNDER SERVICE REPORT NUMBER (1d2 4 /2 WERE TESTED IN ACCORDANCE WITH NATIONAL INSTfTtTTE OF STANDARDS AND TECHNOLOGY HANDBOOK 44 USING TEST WEIGHTS CERTIFIED BY THE STATE OF FLORIDA, BUREAU OF WEIGHTS AND MEASURES. WEIGHTS ARE TRACEABLE TO NATIONAL STANDARDS BY ONE OR MORE OF THE FOLLOWING TESTS: FL -9427, FL -9350, FL -9327, AND RICE LAKE CERTIFICATE 31813. CERTIFIED THIS. - f DAY OF Nr� -e SCALEMEN OF FLORIDA, INC. FLORIDA DEPARTMENT OF AGRICULTURE & CONSUMER SERVICES, WEIGHTS & MEASURES DIVISION CERTIFICATE NO. 199 PERMIT APIPLICATION FOR MIAMI SHORES VILLAGE Date `g - (0 •- i b Job Address (2, (t-t ( E., ci a ST Tax Folio • Legal Description Historically Designated: Yes No i / Tenant d 5 �@�P.. Cz • Cn c l A (p S Master Permit # 33 cc Owner's Address k Z (4- 8- ct q SZ b`-1 (cL - c S k3 3 (f Phone 3 v S -- 1S ( — � 6 ( 7 Contracting Co. S- ( a\ L'i o e lr (2 Qualifier State # Municipal # Architect/Engineer Address Bonding Company Address tary My Co hasilfwirw SSIO • L'! e I VILLAR NO?Al2Y PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. 1,2002 FEES: PERMIT D RADON Address , 3 — <-l) (Z ? S C.ocicu 3 30.3 - 5- SS# . Phone 3iNS - to a' - 177 o competenc 1 44 Ins. Co. ogre. A) Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION c c1,1 lr 2„i Le c.12 0 e( t co „ Square Ft. Estimated Cost (value t-{ c S WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN .ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) 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 work 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 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. Furthennore, I authorize the above -named contractor to do the work stated. „ J3- r-c 0—?(S Signature • 'own d/. C do President /Q 9' C . � c� - - � = 31— g7i1 /Ar Date- Signature Date C.C.F. ' v fj NOTARY BOND APPROVED: Zoning Building Mechanical Plumbing .. Ig o Contractor or Owner- Builder ate 00_ - 3 F- o N.° as to . Spy r•K/ a,s 1,. r Date My Commiss E • C STATE OF FWRIDA Nar ' Y D CC7l410 MY COMMISSION EXP. MAR. COMMISSION NO. Electrical 60 TOTAL DUE 60.5 Engineering No My Date '�. ,4 ood Job Address is 4 /ii q Q s' Tax Folio 1 / 3c-C) S 60 ? 0 12 0 Legal Description C.06/1.- fin) S ko (ES Historically Designated: Yes No 1/ Owner/Lessee / Tenant in 1 44 I I� » »' ( vi AV J t f Master Permit # 913 ,z /2 1 7 .--- Owner's Address / c9 iii g /lJ t ? S 1. Phone 30 S -? s - (4)/ ' Contracting Co. ,G1j1 giC n) ai5-1 / K 48Tl Address 1.,O „g S P6y) hazier P Qualifier WI ! l A/Yi 7eklt t)Ski SS# _ ' Phone Q33 30 State # LOO S.C17 ca Municipal # / 7 ( Competency # /71/4 V Ins. Co ry— 6 " - g4;13 Architect/Engineer � 4- Bonding Company .(// /— Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANI ROOFIN PAVING FENCE SIGN WORK DESCRIPTION 'It-Mt O C z ' r s l r [ l�� / it) 5 / / 4 4 b I uJ • 4 / O a� , (1 47 ° �� fe o O P, tk D o CJ /0 Square Ft. <2 3 oe, WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) 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 work 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 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, I authorizee the above -named contractor to do the work stated. CL Lc.SU -, Z 2 ( � -- S'tmre o owner an or C do President Date .1/k aso ommis s Joann L Greene m i >.Date mg mQ tF° < r ' Notary Public, State of Florida lc Commission No. CC $7842'I uF f1. My Commission Exp. 08/29/2000 1. 800.3- NOTARY - Fla Notary Service & bonding Co, ; llllllllll llllll llllllllllllllllllllllllllettea d FEES: PERMIT (n RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Building 2_ 26,-2Ocyd C.C.F. I If feo Address Address Address Estimated Cost (value) /Do er 1 Greene Notary Public. State of Florida ;t ``?: * , Commission No. CC 578424 , /'oF Fe' My Commission Exp. 08/29/2000 > 1. 800.3- NOTARY . Fla. Notary Service & Bonding Co. > , ✓ eeeeem ee eellulllulucllllualllllleeeeeed NOTARY D a ' BOND 3 �b Electrical TOTAL DUE Date APPROVED: Zoning Mechanical Plumbing ing Structural Engineer This instrument prepared Name FYZ! c,9 Address Permit // R 'turn Recorded D eiP I c-g n) WITNESS m HARVEY R Ly "fax Folio N / a p OO O/7C �f - NOTICE OF CO(1MMENCEMEN'I' State of Dgee County of 2.,.,w tl : 194 L 'lire uudcrsigned'hcrcby give notice that Improvement will be made to ccrlain real property, and in accordance with Chapter 713,• Florida Statutes, the following lamination is provided in this Notice of Commencement: 1. Legal Description of Property: Lot/Uitit // S tt.` , Block/Bldg ll Subdivision/Condominium: iL. 6+o o a 2 �S 1 J Plat Book [ ] OR Book L! 3 Page (' , c ly r , 4 F ida. 1 J Lengthy Legal, please see description attached hereto as •`'' Street Address: /,2Lf `,i `z' S ( ✓)1, 14411. St-In if 1 33t 3f (If Available) 2. General Description of improvement: 0E0 noF u men t to : STATE OF FLORIDA, COUNT OF DADE 1 HEREBY CERTIFY that this is a �r/jj'e copy of the % Original tiled in this office on 0 7 day of arc A Ot 20 00 331 :r (space above this tine !waved An sounding office the ) 3. Property Owner Name: TO h s Mailing Address: ! 9 f' s T. Yh 4/41/1.-11 S )' 0 2 ce and Interest in Property Naune/Maili ng Address of fee simple titleholder (if other than owner) 4. Contractor N ne: Address: Phone Number: 6 3 - Fax ll (optional if service by fax is acceptable): 9S 1 —C/3 3- Z zZZ 5. If Surety Bond, name: and address of Surety: and amount of Bond: $ Phone Number: 6. Lender name: 336 FY (Copy of bond roust be attached to this Notice at time of recording) Fax // (optional if service by fax is acceptable): Address: Phone Nwnbcr: Fax 11 (optional if service by fax is acceptable): 7. Persons within the State of Florida (names and addresses) designated by property owner upon whore Noticcs or other docwnents may be served as provided by Section 713.13(1)(A)7., Florida Statutes: Name: , /A Address: Phone Number: Fax 11 (optional if service by fax is acceptable): 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lien Holder's Notice as provided in Section 713.13(1)(B), Florida Statutes. Nan ic: Address: Phone Nwnbcr: 9. Expiration Date of this Notice: (Expires 1 year faun , tc rccor Owner Signature: Printed Name: SWORN TO AN Fax /l (optional if service by fax is acceptable): 'It) S UBSCRIBED berme me this - day of -)E4,4,0-p-t , �,2_0oo , by \7654•40 in 0 - . C..1(\ A2 l S. who is personally known to me or who produced as identification, and who d'_ take an oatl Signature of Notary: Printed Name: (affix scal) roam] L. Giumue y X ? l° Notary Public, State of Florida )) Commission No. CC 578424 of coo ° +f My Commission Exp. 08/29/2000 )' 1- ROO.3•NC TARY. Fla. Notary Service & Rending Cn. • 111 id Address) at Seal. amt and Lounty- Cowls D.C. /r Contractor's Name: toIard U Job Address: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) L7 (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ,i ROOF TYPE ❑ New Roof L �'Re - roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft S 1 Sloped Roof Area (ft a 11 tP Total (ft /27 3 Master Permit No. Exposure category (per ASCE 7 -88): __ Building Classification category (per ASCE 7 -88 table 1): �? 9 Ft. t . h 123.01 -78 4199 • Deck type: / x0 T4 4 U !L ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ATTACHMENT Fastener Type: / RaDC SPACING DETAIL 1 & 2 /, r /, d Field: /a Perimeter: Corner: `l 4ivf ROOF PLAN Page -1 r r r r Ridge Ventilation? MEAN HEIGHT Deck type: X 8 tc Underlayment:[ 3016- ,t& D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Insulation: t �\ ROOF SLOI ?Z SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof Covering: TILE CALCULATIONS (Pmaxl: 101- (Aerodynamic Multiplier): a i ? ) - M q3= M ri : _ 3-_ PCA: I (Pmax2: I o ?. I. x ? (Aerodynamic Multiplier): ea. C 1 ) - M ' ` = M 3 I , b-1 PCA: I ` o ° (Pmax3: x X (Aerodynamic Multiplier): I0 ) - M :it lJ = M • g r3' Drip edge: PCA: tY D i l V lez,C( ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -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 As it pertains to this Appendix "F", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 4 (.11 - Aesthetics-Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) �tl C.eCommon Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Uu A. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. Ponding Wat_r: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions, may not be evident until the original roofing system is removed. Ponding conditions should be corrected. '1h`C .6: Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) 7 k are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. ' , 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. C.8: The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Owner's/Agent Signature 123.0112 PAGE 2 7/99 // � _ : Date ontractor's Signature 3 -I -op 11.30:98 MON 11:44 FAX 561 338 5391 I OASJCT CONTRQL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 NW 20 St. Boca Raton, Florida 33431 ACCEPTANCE NO.: 97.1124.16 EXPIRES: 06/25101 APPROVED: 06/25/98 D1r:ON I ER L I FET I LE Revises: 95- 0322.07 95- 0322.03 95- 0316.04 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 Your application for Product Approval of: Monier Lifetile LLC Villa, Capri, & Roll Tiles under Chapter 8 of the 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: Redland Technologies, The,Center for Applied Engineering, Inc., and Professional Service Industries has been recornmended for ac eptance 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. This 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 Building Code. The expense of such testing will be incurred by the manufacturer. aul Rodriguez Product Control Supervisor TIIIS IS THE COVERSIi'EET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMNITTTEE 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. PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -8339 Charles Danger, P.E. Director Building Code Compliance Dept. Miami -Dade County [a ura 11/10/98 MON 11:45 FAX 501 338 5391 MONIER LIFETILE MONIER LIFETLLE LLC Product Control No.: 97- 1124.16 Test Product Product Dimensions Specifications Description Monier Lifetile LLC Villa & Roll Monier Lifeitile LLC Capri Tile 'Grim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1 = 16'/," w= 13" ''A" thick L = 17" W= 12 3 'A" thick PA 112 PA 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail - on, mortar or adhesive set applications. 1= varies PA 112 Accessory trim, concrete roof w = varies pieces for use at hips, rakes, ridges varying and valley terminations. thickness Manufactured for each tile profile. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description Manufacturer Rainproof 11 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. Ice and Water 36" x 75' roll PA 103 Self - adhering W.R. Grace Co. Shield underlayment (with current NOA) Page 2 of 15 Frank Zuloaga, RRC '@1002 1f/30/98 MOON 11:40 FAX 561 778 5391 MONIER LIFETILE LLC Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM ") Roof Tile Mortar ( "Quikretee Roof Tile Mortar # l 140 ") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® A H 1 60 ") Hurricane Clip & Fasteners Dimensions Vertical Min. 1"x 4" Horizontal Min. I"x 4" for use with vertical battens or Min. 1 "x; 2" for use alone Min. 8d x 2 %," or min, 1l0dx 3" #8x 2 %," long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. NIA N/A NIA Clips Min. %, "' width Min. 0.060" thick Clip Fasteners Min, 8d x 1 ' /," MONIER LIFETILE Test Specifications Wood Preservers Institute LP — 2 PA 114 Appendix E • PA 114 Appendix E PA 123 PA 123 PA 123 See PCA Page 3of15 Product Control No.: 97- 1124.16 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 roadie 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 @I i0 11 %30:98 MON 11:40 FAX 561 338 5391 MONIER LIF'ETILE MONI(ER LIFETILE LLC 'Pest Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. EVIDENCE SUC3 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 94 -084 94-060B 25- 7094 -1 25- 7094 -7 25-7094-4 25- 7183 -1 25- 7183 -2 Page 4 of 15 NUTTED Product Control No.: 97- 1124.16 'Pest Narne /Report Date Static Uplift Testing Dec. 1991 PA 102 Static Uplift Testing Dec. 1991 PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing 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) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik - Drive Screws, Battens) March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 " on 11.30; 98 Ml:N 11 : •19 FAX 5131 338 5391 • MONIER LIFETILE . MONIER LIFE? ILE LLC Product Control No.: 97- 1124.16 Deck Type: Wood, Non - insulated .; SYSTEMS . (CONTINUED) Deck Description: New construction 19 /32" or greater plywood or wood plank. 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. . Underlayuueut: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Roofing Tile: InstaIl tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Page 9 of 15 •ran`k :i~nloaga. RRC 0009 11.30:98 MON 11:52 FAX 5131 338 5391 MONIER Ll F ET1LE LLC r MONIER LIFETILE PROFILE DRAWINGS (CONTINUED) MONIER LIFETILE LLC CAPRI OP a3 Dee. 2.45 Page 14 of 15 . 1.811 D.I3I APPROVED SCREW FOR SCREW DATA IN TABLE 3 Product Control No.: 97- 1124.16 11/30%98 DIi :1N 11:51 FAX 5131 1:n 5391 MONIER LIFETILE MONIER Lt:UTILE LLC 1.1/4 -- MER L PROFILE DRAWINGS NAIL HOLE 11.3/4'L 1 -1/22" MONIER LIFETILE LLC VILLA TILE MONIER LIFETILE LLC ROLLTILE Page 13 of 15 NOSE WAR COURSE Product Control No.: 97- 1124.16 OVERLAY 2 -1/8" Villa 11!60.'98 1U:IN 11 : •l 7 FAX 561 338 5391 MONRER IL13+ETRLE LLC Test /l er The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Test Identifier 25- 72142 25- 7214 -6 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 PO402 224 -47099 MONIER LIFETILE Page 5 of 15 Product Control No.: 97- 1124.16 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) 'Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) 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 Project No. 307025 Wind Driven Rain Test #MDC -76 PA 100 Physical Properties PA 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 @j 005 • — Table 1: Aerodynamic Muitiplyers- X(ft') Tile X (ft) X (ft') Profile Batten Application Direct Deck Application Monier Lifetile LLC Flat Shake & Slate Tile, 0.27 • 0.29 Sierra Shaker"' Tile & Super Direct Deck Battens Shaketile'u , Battens Direct Deck Colonial Slate & Shingle Blend Direct Deck Monier Lifetilo LLC Flat Shake & Slate, Sierra Shake"' Tile & Super Shaketileru , Colonial Slate & Shingle Blend Tile Tile 7.52 6.47 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" , 4 ":12" . 5 ":12" 6":12" 7" :12" or greater Battens Direct Deck I3attens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Monier Lifetilo LLC Flat Shake & Slate, Sierra Shake"' Tile & Super Shaketileru , Colonial Slate & Shingle Blend Tile 6.57 7.52 6.47 7.43 ' 6.33 7.27 6.17 7.09 6.00 N/A Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) . for Nall -On Systems Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Monier Lifetile LLC Flat Shake & Slate, Siena Shaker' Tile & Super Shaketilew, Colonial Slate & Shingle Blend Tile Battens 4.90 7.40 18.20 28.60 24.20 34.80 22.10 32.20 _ Direct Deck • 9.80 18.80 30.80 ' 51.70 24.30 35.50 19.00 31.90 1 Data noted in Table 3 is for installation with a 3" tile headlao. • 1Q/14/98 1t'ED .10: 4IeFAX 501 338 5391 DMONIER' LIFETILE 1JU11 n1ONIER r 1FETILE LLC DATA FOR ATTACHMENT CALCULATIONS 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Prorile 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 Product Control No.: 97 1124.15 Frank Zuloaga, KRC Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Li /stile LLC Flat Shake & Slate, Sierra ShikeTM Tile & Super Shaketile ""' Colonial Slote & Shingle Blend Tile Mortar Set 39.00 Adhesive Set 118.90 1(1/14/98 WED 10 :12 'FAX 561 338 5391 MONIER LIFETILE 1612 MONTER LII ETILE LLC Product Control No.: 97- 1124.15 DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Table 3 -A: Attachment Resistance Expressed as a Moment - M, (ft -lbf) For Nall -On Systems Tile Tile Two (2) 10d x 3" long nails Profile Application Monier Lifetile Direct Deck 65.50 LLC Flat Shake 8 New Construction Slate, (min. 19 /32" plywood) Sierra Shake'M Direct Deck 50.30 Tile & Super Recover /Reroof Shakettie (min. 15 /32" plywood) Colonial Slate & Battens 48.30 Shingle fllend New Construction Tile I Tile installation with a 4" headier) using two (2) Approved 10d x 3" Tong polymer coated, corrosion resistant, ring shank nails installed in manufactured holes Located 2'W from the (lead of the tile. Clips on eave tile ere not required for this attachment configuration unless - the Required Moment of Resistance exceeds the values noted above. Page 12 of 15 Frank Zuloaga, RRC 10 WED 1u :43 501 338 5391 MONIER LIFETILE 0015 MONIER LIFETILE LLC Product Control No.: 97- 1124.15 Monier Lifetile LLC ACCEPTANCE NO: 97- 1124.15 135 NW 20 St. 'v, 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) 7 "he product is no longer the same product (identical) as the one originally approved; c) Lithe 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 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. 7 A copy of this Acceptance as well as approved drawings and other docutnents, 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 Page 15 of 15 METRO -MDE / 04)/67 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 NOTICE OF ACCEPTANCE PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 GAF Materials Corporation 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 Mutual Research Corporation, 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 41. This 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 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. Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 Approved: 11/04/97 Internet mail address: postmaster @buildingcodeonline.com aul Rodriguez 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 Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florid under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.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 published 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 Factory 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 -411. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 Product Control No: 97- 0804.21 ' Product Control No.: 97- 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 Zuloaga, Roofing Product Control Examiner insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Page 3 of 41 Product Control No: 97- 0804.21 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. a, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement Jetblack Premium 5 gallons Flashing Cement GAFGLAS® #75 3 sq. roll 75 Ib. roll GAFGLAS #80 2 Sq. Roll Ultima Base Sheet 70 lbs. /roll GAFGLAS PIy 6® 5 sq. roll 45 Ib. roll GAFGLAS Flex 5 sq. roll PIyTM 6 45 Ib. roll GAFGLAS PIy 4® 5 sq. roll TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specification Description 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. GAF Mineral Shield® 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed Granules asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. GAF WeatherCoat® 5 gallons .ASTM 1227 Surface coating for smooth surfaced Emulsion roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. RUBEROID® 5 gallons ASTM D 4586 Fiber reinforced. polymer modified Modified Bitumen Flashing cement Flashing Cement ASTM D 4586 Asphalt flashing Cement Product Control No: 97- 0804.21 ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt oati�.. Page 4 of 41 0o ing Product Contro Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® STRATAVENT Nailable GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Test Dimensions Specification 76 lb. roll 60 Ib. roll GAFGLAS® Flashing various 69 Ib. roll RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. various various various various various various various ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 4897 D 3672 ASTM D 489 D 3672 Product Control No: 97- 0804.21 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D460I, Premium glass fiber reinforced SBS- Type II, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Page 5 of 41 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insul Roofing Product Control x Product Tapered GAFTEMP® Composite GAFTEMP® Composite A Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite® GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® #I4 Heavy Duty Roofing Fastener GAFTITE ASAP Test Dimensions Specification various various various various various various various 1/2" thick various PA 110 Tapered Polyisocyanurate foam . insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PA 110 PA 110 PA 110 Product Control No: 97 0804.21 Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. Product Description PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. Page 6 of 4 I oofing Product Contro xam Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates 3" and 3 %z" Polypropylene Plates 3" and 3 Y2" Ruberoid® 20 RUBEROID® MOP I70FR RUBEROID® MOP 1 sq. roll FR 105 lbs. RUBEROID® 1 sq. roll TORCH Smooth 87 lbs. RUBEROID® l s:q. roll TORCH Granule 102 lbs. Test Product Diimensions Specification Description PA 114 Base sheet fastening assembly. 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. NTB Fasteners PA 114 PA 114 Round galvalume stress plates. Product Control No: 97 0804.21 ASTM D 5147 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. . RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 37 lbs. polymer modified asphalt and smooth surfaced. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Page 7 of 41 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen 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 RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up Roofing Asphalt RUBEROID MOD 60 Ib. kegs Asphalt Test Dimensions Specification '/ sq. roll ASTM D 5147 93 lbs. Msg. roll ASTM D 5147 90 lbs. 1 sq. roll ASTM D 5147 92 lbs. 1 sq. roll ASTM D 5147 92 lbs. 1 sq. roll ASTM D 5147 101 lbs. 5 gallons 100 Ib. cartons, bulk PA I00(A) ASTM D 1929 ASTM D 635 None ASTM D 5147 ASTM D2824, Type 1 ASTM D312, Types 1, 11, 1(I 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 fire 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. Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat 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 asphalt Roofing Product Control Examiner Product RUBEROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt L RUBEROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt P GAFTEMP Various PA 110 Polyisocyanurate /wood fiberboard Composite A composite GAFTEMP Tapered Various PA 110 Tapered Polyisocyanurate/wood Composite A fiberboard composite GAFTEMP Various PA 110 Polyisocyanurate/wood fiberboard Composite N composite GAFTEMP Tapered Various PA 110 Tapered Polyisocyanurate /wood Composite N fiberboard composite GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm R GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm RA GAFTEMP Tapered Various Tapered polyisocyanurate foam Isotherm RN GAFTEMP Various Cut erlite board GAFCANTTM p GAFTEMP Various Tapered perlite board GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation Various GAFTEMP Recover 1/2" thiick, Board Various sizes Shingle- MaterM 4 sq. roll Underlayment 30 lbs. Test Product Dimensions Specification Description PA 110 Tapered perlite board PA 110 Perlite board Page 9 of 41 Fiberglass reinforced shingle underlayment Product Control No: 97 0804.21 F Roofing Product Control Examiner Product GAFTITE® ASAP 500 per box Page 10 of 41 Product Control No: 97 -0804.21 Test Product Dimensions Specification Description PA 114 Pre - assembled fastener and metal and plastic plates aga Roofing Product Control Examiner Tin Caps Product MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Test Product Dimensions Specification Description Min. 32 ga. x 154 various 3" round various various; variou$; 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 PA 114 Insulation fastener PA 114 Insulation fastener PA 114 PA 114 Corrosion resistant circular discs. Insulation fastener and metal or plastic plate Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 1 10 Polyisocyanurate foam / fockwool composite insulation Olympic Standard 3" round PA 114 3" round galvalume AZ55 steel plate Page 13 of 41 Product Control No: 97- 0804.21 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Roofing Product Control Examiner Test Product Product Dimensions Specification Description Manufacturer Olympic Fastener PA 114 Insulation fastener Olympic #14 Manufacturing Group, Inc. (with current PCA) Olympic 3.25" round PA 114 Polypropylene Olympic Polypropylene plastic plate Manufacturing Group, Inc. (with current PCA) Olympic Fastener #I2 Olympic Fastener ASAP GlasFast Fastener PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Pre - assembled Insulation Olympic fastener and plate Manufacturing Group, Inc. "" (with current PCA) Olympic CR Base PA 114 Insulation fastener Olympic Felt Fastener and assembly for Base Sheet Manufacturing Base Sheet Disc fastening only Group, Inc. (with current PCA) PA 114 Insulation fastener Owens - Corning assembly with recessed Fiberglas Corp. plastic plate (with current PCA) Paroc Base Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Paroc Cap Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Multi - Max various PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) Multi -Max FA various PA 110 Polyisocyanurate foam insulation Page 14 of 41 Product Control No: 97 -0804.21 Roofing Product Control Examiner Rmax, Inc. (with current PCA) UltraGard Product Insul -Fixx Fastener Insul -Fixx P Rawl Fasteners #I2 Rawl Fasteners #14 Tru -Fast Plastic Plate Test Dimensions Specification various 3" round Rawl 2" Plate 2" round Rawl 3" Plate 3" round Rawlite 3" Plate 3" round Super Prep II Tru -Fast DL 3.04" round PA 110 Product Description Polyisocyanurate foam insulation PA 114 Insulation fastener for steel and wood decks PA 114 3" round polyethylene stress plate PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate PA 114 3" round galvalume AZ55 steel plate for use with Rawlite fasteners PA 121 Roof coating Product Control No: 97- 0804.21 Manufacturer Schuller International Inc. (with current.PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo - Materials, Inc. (with current PCA) • PA 114 Insulation fastener for steel, Tru -Fast or wood (with current PCA) PA 114 3.04" round polyethylene Tru -Fast plastic plate Page 15 of 41 (with current PCA) Roofing Product Control Examiner Product Dimensions Tru -Fast MP-3 3.23" round Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck various Tes t Specification PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 Product Description 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks High density wood fiber Page 16 of 41 Product Control No: 97- 0804.21 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) aga, Roofing Product Control Examiner 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 1 14 J.I. 0Q6A6.AM 07.16.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 1 14 J.I. 3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 J.I. I B9A8.AM Underwriters Laboratories, Inc. Fire Resistance Classification UL 790 - PA 114 R1306, 87NK 11819 01.01.93 Dynatech Engineering Corporation Wind Uplift PA 114 , #3600.02.95 -1 02.02.95 Dynatech Engineering Corporation Wind Uplift PA 114 #4482.02.95-1 02.02.95 Test Agency /Identifier Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Report FMRC 1996 J.I. OT4A I .AM J.I. I V8A4.AM Date 01.01.96 08.26.92 06.28.93 Name Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift F1vIRC 4470 - PA 114 TEST REPORTS Page 17 of 41 J.I. IRIA6.AM Product Control No: 97 0804.21 11.15.91 Roofing Product Control Examiner Deck Type 1: Wood, Non- insulated New Construction or Reroof Deck Description: 19 / 1 ." or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations sksasll apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75, GAFGLAS 080 Ultima Base Sheet, GAFGLAS® PLY 4':i, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIy, GAFGLASS STRATAVENT® Nailable, RUBI~RO1D Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 / 8 " 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 48, GAFGLAS FlexPly 6 or GAFGLAS'l 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 Ibslsq.. (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 Ibslsq_ ± 20 %; plus gravel or slag with an application rate of 400 Ibslsq. & 300 lbslsq., respectively. Maximum Design Pressure: -45 psf. (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 6": 12 "; See General Limitation 43. 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/PC, N- B-S -G, N- B- 5 -G /P6, N- B-5 -M. N- B- 5 -M/P6 Page 21. of41 a, Roofing Product Control Examiner Wood Deck System Limitations: 4. %s Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of41 Product Control No: 97- 0804.21 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F) of 95 Ibf 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 resistanc:e value taken from Merto-Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are 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 Ibf. 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 Ply 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. oaga, Roofing Product Control Examiner GENERAL LIMITATIONS Page 38 of 41 Product Control No: 97 -0804.21 l 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 strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanuratc 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 shalt 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. ran Zuloaga, Roofing Product Control Examiner 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 -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) Product Control No: 97- 0804.21 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. 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 Toad 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 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall 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. o Roofing Product Control Page 39 of 41 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance 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 compliance 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 strict 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, corners). 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 Roofing Product Control Examiner GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 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: "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 because 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 thi's 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 41 END OF THIS ACCEPTANCE Page 41 of 41 Product Control No: 97- 0804.21 Roofing Product Control Examiner PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 9 / / S) 9 Ibb Address I a 12 N. E. 9 (4 1-7- Tax Folio Legal Description Historically Designated: Yes No Master Permit # 41rM2 Owner/Lessee / Tenant m r• .17C-1 1 F Owner's Address ) p. b ' E• 9 9 711 S Y Phone �o 40 LO E i � . 1 9 s r Contracting Co. p �} I a� Addres � S3 1 � Qualifier .-_ 10 E. E L SS# ' - _- / 'Phone 63 o. if - ) 77 !V State # Municipal # Competency # 1 1 9,C Ins. Co. Bo r• 0,51 Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAIQO FIN PAVING FENCE SIGN WORK DESCRIPTION Square Ft - f). 1 tur; of owner and/or Condo President Date otary as to Owner and/or Condo Presi Date My Commission Expires: APPROVED: Zoning Mechanical r— REppo, t=4)4. fN /1L q, /(cr FEES: PERMIT RADON Building4 C.C.F. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit tc do work and installation as indicated above, and 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 separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the forgoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 4 01,2"..... 9 44 /7 7 Signature of ontractor or Owner- Builder Date Notary as to Contractor or Owner- Builder My Commission Expires: Electrical Date ?5797 NOTARY BOND TOTAL DUE Plumbing Engineering Notary My Co ** * APPROVED: 6. Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1 1 /al )94 Job Address i a'1 g N• E. C/9 5 T Tax Folio Legal Description Owner / Lessee / Tenant Mr. *r in ri. C. I4 A r LL!S 7€2 � Master Permit # 3 _3 Owner's Address 1 a 47 N. E. qeil sr Phone 731- `414 9 Contracting Co. :YoH iV wee,. Dace as5 Qualifier ....n00) WEIR. SS# © Phone 424 - 17 V 0 State # Municipal # Competency # 1 1qiir Ins.Co. 1 3vrL tags -r bN Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION R E.im r I-1E4 Kj - r; Le +- SrA%1EL 71 sof Square Ft. 3 q g Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). 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 work 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 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, I authorize the above -named contractor to do the work stated. =' G ' 11�16e1ON NUMBER ' CC401261 Ti,„ , " ~ a� MY COMMISSION .EXP. A■‘•\ Signature of o>N#rler an or Condo President Date: President * * * Address 1 .dt-- ) ` Signature bf Contractor or Owner- Builder Date: l `/ �_--- `I Notary as to My Commission * * * em PEES: PERMIT 3f> RADON C.C.F. 05.0 Fire Buildi Mechanical Plumbing 4531 N . W . ! 79 L TeEj 4 OFFICIAL NOTARY SEAL T ., : SCOTT W DAVIS 1 * COMMISSION NUMBER Q CC255237 c MY C *MMISSloO EXP. OF FN. JAN. . 25, NOTARY (S". " TOTAL DUE 3- Other Electrical Engineering