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ROOFINGTest Location Uplift Pull Test(P or F) 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 p te, $ J e D 26 A -4 51 t7 Tj 76 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 _ 50 . 75 100 U.S. SOUTH Engineering & Testing Lab., Inc. N2 4063, 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 7� Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN UU FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE / \ PROTOCOL PA 106 SITE SPECIFIC INFORMATION Owner's Name G (-t Permit #15f loo 2 4 5 ( R Job Address • to (4 9 g ST, ) (1n 1 A tsil t S Kc)R S t ct, Roofing Contractor: 6?v A 1. try R of Fi m4 Type of Tile: (;1 90 – F t~t 5 ST Date Installed: t° –3 (- O Approximate Roof Height: —te feet Roof Pitch: 3 1 Type of Access to Roof: Scaffolds ■ Ladder Other Approximate Square Footage of Roof: 25-bra ft2 Required Testing Force: 35 lbs. Testing Equipment Chatillion100 Date Tested: 1 1 - 1 4 ^ 0 7, IN ACCORDANCE WITH THE RITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL THIS RE S 'ED BY: Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 TEST RESULTS P = PASS, F = FAIL P 44(95s 4140 t NOTES' KETCH OF ROOF 10 g8S1: (•5t1 i �1 SHEET NO CONTRACTOR _ A M �Ti j ZOO CHECKED BY DATE JOB SCALE 111 Pink ,... e . M b ■d / 11 ■w ■I�� ■III 9PP Fo �Q Pi r''' iI 'i I ■■. .1►.F �� ■rMElli i■■■■■■11I WIAIIIIIIMMINIMI ■11M■ ■L.r4 Pri 1111 ■MIN II � ■ ■V I% =iMIME ■1111■i''M DIMINIFIIIIIIIIWI 11111K am 1111111111 III 101■ ■■■■I h± ■■ x711' BEIMMIIIIMMIIMME211111111MIIMPAI ULAINIIIMMEMEIMMIIIIIIMIIIMMIAM ■ 112FPRIEWILEASIMIEMII111111111111 , calialmliMIWINICIIIIIIII •iiiuuimiii mlimmoramimmral 11 11 ■ ■ ■ ■11110r�■ ■11■ i 4i l 1 Name and address of licensed contractor Street and Number where work is to be done State work to be done and purpose of building (by floors) 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 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 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 ,19 Owner's Name and Address.Pel Rosensteel N 10 N. E. S 9 St. Registered Architect and /or Engineer Brady Roofing & Sheet Metal- 2955 N. W. 73rd St. Location and legal description of lot to be built on: Lot Block Subdivision 10 N. E. 98th St, Roof Addition: 8 Sqs builtup & gravel and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories To be constructed of Kind of foundation Roof Covering builtup Estimated Total cost of improvements $. Amount of Permit $... 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 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 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 and take acknowledgments, personally ap- peared to me well known, 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 j01/ Date it Read, Sworn to and Subscribed before me. (Signed) Disapproved Notary Public, State of Florida N/'v - '_ - -� Buildin; Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be shade 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. MIAMI SHORES.VILLAGE S BUILDING INSPECTION DEPARTMENT /O /1 APPLICATION' FOR BUILDING PERMIT , 11 Application is hereby sonde for the approval of the detailed stats:went us we plans and specifications herewith submitted for the build int; or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami shores ViI1.ige, Florida. and all provisions of the Laws of 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 oe not. A copy of approved plus and specifications must be kept at building during progress of the work. Owner's Name and Address . .,.i2 e L 2o4 L Registered Architect and /or Engineer Ileinarks _ Disapproved _. \ \\ \) ;Date (Signed) Building Inspector \ternber » _ Council Approved NOTE. A cli.irge of $1.00 will be nsnde for the PI. 11o.ird A rt.• ui• Ile( sun fee of 31.00 will be charged ' Name and address of licensed contractor... /loo /k CO. Location and legal description of lot to be built on: Lot flock Street and Number where work Is to be done /0 N. State work to be done and pujpo1 of building (by u .e too,i,n on �..((..00p.tn9, &ecr.co an New Building Remodeling To be constructed of Kind o foundation Estimated Total cost of improvements $ 6 00 when such re- inspection is made 17e 22 Date. No. � . »M. streetf:__ � '.$ . » .. 82 / N. W.'•.I•/•vtamt.' rri.1rine,w, �th fvl S i ... • v ��. ` p. zoo .i.ng, a replace. wa.A.: ad e ti79, Le Roof Covering PO. 00 TV It and for no ether purpose. Addition Repairs X No. of Stories Amount of Permit 'S. Zone cubage required .Plan Cubage Distance .to next nearest building. Size of Building Lot Mtauiinuns lice losdlo 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 unitrrsiaried applicant for this building permit does hereby certify that he underelands and accepts his obligation. a. an employer of lahur under the Honda Workmen's Compensation Act, being Section 5960. Compiled General Laws of Florida, Pennan,•nt Sup lenient, and h.ti complied u ith the provisions thereof, and will require sintilar compliance from ell contractors or sub•cnntracto nspluyed by him in the work to be performed under this permit; and will post or cause to be posted for I e lion on the site of the � suclt public notice or' notices as arc required by the Apt. The undersigned agrees to employ only iiue ost wor . 10111114 under this pcnnit. as are licensed by Miami Shores Village. Notary Public. State of Florida My Commission Empires. ». , ....» PLANNING BOARD DATE Chairman � l 3zc3C, /3 Qi3 3 STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, • notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared f. and who. being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that Ise. has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ._. P ermit No.. . Date 1 .. ............_._ Read, Sworn to and Subscribed before Me. to me well known. Member - Member Member Member ...._......... .... »__.._._..,.._.__._....__._ Date Disapproved . . . Date is making corrections or changes to this application after approval has been obtained from it ants /or workmanship. necessary by improper notice for inspection or faulty Owner/Lessee / Tenant Yolanda T e c son Qualifier Carlos Arocho PERMIT APPLICATION FOR MIAMI SHORES VILLAGE • Date 10-29-01 Job Address 10 N.E. 98 Street Tax Folio //3oR © ( p '0/3'09 Legal Description ) ,e � /2 ` h i sto r ically Designated: Yes No Master Permit # Owner's Address - 10 N.E. 98 Street Miami Shores Phone 754 -3708 Contracting Co. Quality. Roofing , Contractor, Inc. Address 13800 N.W. 1st Avenue SS# Phone 751 -0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Repair tie -in of tile to flat roof . Repair three leaks on rear tile roof. Square Ft. Repair Estimated Cost (value) $ 1,500.00 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. - 4 , 4rv:, ' tvW 7 2 v/ Signature/ of owner and/or Condo President Date Notary as to A er and/or Condo Preside _ r) ^1P- My Commission Expires: I Y d MARYLOU HERNANDEZ ( ... MY COMMISSION # DD 060579 EXPIRES: October 10, 2005 - a c. ,• Bonded Thru Notary Public Underwriters FEES: PERMIT j O - RADON C.C.F. l Building ,ao I Signature of Contractor or Own- - Builder Notary as to Co' actor or Owner- Builder My Commission Expires: NOTARY 6 BOND TOTAL DUE4 / ' Date // 2 / Date •teg''•. MARYLOU HERNANDEZ 14 MY COMMISSION # DD 060579 �' ` EXPIRES: October 10, 2005 ' � pF , ,, Bonded Thru Notary Public Underwriters APPROVED: Zoning Mechanical Plumbing Structural Engineer Electrical a 123.01 -7e 4199 :. .: • :• .•. :..A13eEndix "Et 114FORS4iRbo)yINV PERMIT APPLICATION • ••••••• •••• PROCESS No. • • nn II .. • • 7 ( Contractor's Name: (Qua l.4 .fob Address: • • • • • • • • • • •• Vt1OrCATEGORY • • ❑ (Low Slope Application) • • • • • IV 1 Oj Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑'(Other) ROOF TYPE �� ❑ New Roof ❑ Re roofing ❑ Recovering Ei Repair ❑ Maintenance Flat Roof Area (ft') Sloped Roof Area (ft') Total (ft') Rena: (- Master Permit No. Exposure category (per ASCE 7 -88): c_ Building Classification category (per ASCE 7 -88 table 1): - 4' A Ft. A v Dec type: AT ACHMENT Fastener Type: SPACING Field: Perimeter: Cor er: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS ARE THERE GAS VENT STACKS? YES ❑ NO 111 TYPE- NATURAL ❑ LPGX ❑ (Draw details as needed) ROOF PLAN Page -1 Appendielr: . : ••. •:• :..: UNIFORM ROOFING PEx2MIT ASPLICATION Page -2 • • • • • • • .. • • • • ... • :PROCESS No. Roof Covering: p edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet ) Specific System Description b pecific System Limitation c) eral Limitations d) Appli : ale Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals Ridge Ventilation? MEAN HEIGHT Deck type: Underlayiuent: Insuh D E T A I L 12" ROOF SLOP SLOPED SYSTEM DESCRIPTION • — • • ' tlon: • •. • Fastener type & spacing: Cap Sheet: • • • • • • • .. • • • • • • • •. • • • • • • • ••. • .. •.• •.• ..• .. • • • • • • • • .• • • • • • • • • • •. (Pmaxl: X —. (Aerodynamic Multiplier): TILE CALCULATIONS ri PCA: (Pmax2: X X, (Aerodynamic Multiplier): ) - g • = M PCA: (Pmax3: X X, (Aerodynamic Multiplier): ) - M = r3 PCA: APPENDIX "F "REQ1JU D ONNAO N(ler:CATION FOR ROOFING CONSIDERATIONS ••• .. • ••• .• • •• • As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing perryit, to proY1de i1Jg ovyber with this appendix and to explain to the owner the content of this form. Th'e. ?rduiLidng Ch$pter'34 of the South Florida Building Code (SFBC) govern the minimum requiremegts•atid star cJard's:of the. nIustry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of oviding that the roofing system meets the wind resistance and water intrusion performance standards. esthetics (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. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be nailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually oncealed prior to removing the existing roof system) ` 3. Common Roofs: Common roofs are those which have no visible delineation between eighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking n be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and ay cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not verloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the tenor of the structural assembly (the building itself). The existing amount of attic ventilation shall not e reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. O rer's /Agent's Signature Signature • • ... • • • ... • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • ... 5104 APPENDIX "F" AM 7, L I Date Contractor's Signature Look for, blue backgmunrt on the front of this check, and the irnageSafen logo on bark. If not present, rto not cash. -- • PAY TO THE ORDER OF ',QUALITY ROOFING CONTRACTOR, INC. 13800 N.W. 1ST AVENUE MIAMI, FL 33168 -4849 Bank of AmericL, ACH A/T 063100277 X601 W . /U7 S� " FOR P'Yu.. I0 nJ E, 2 r ST 11 L668211' 40630000474 00 1 59 5 300 24 16682 63 -4/630 FL DATE f• -V - 0 ( 5 1348 i $ 500 -30 ARS 8° �a� 10/09/2002 14:08 i TO: ___ COVER FADE == FAX: 3057588972 FROM: DALEY ROOFING INC COMMENT: FAX: 7549852 TEL: 7549892 10/09/2002 14:08 7549852 Send to: Attention: Office Location: Fax Number: 30S 7.54 17Z?- ❑ Urgent ❑ Reply ASAP ❑ Please comment ❑ Please Review For your Information Comments: Fax Cover Sheet U / Lib //tJ C L67 C#794a s Total pages, including cover._. DALEY ROOFING INC 78 NE 106 STREET MIAMI SHORES, FL 33138 Phone number: 305- 754 -9892 Fax number: 305- 754 -9852 EMAIL:Daleyroofing@msn.com DALEY ROOFING INC PAGE 01 From: Pct Date: /CJ q/- Office Location: Phone Number: 3g$; 75/f fe?-- 10/09/2002 14:08 7549852 DALEY ROOFING INC PAGE 02 SPECIAL CONDITIONS AND REQUIREMENTS Owner to remove and replace A/C units, pipes, lines, ducts or other obstacles that interfere with the roofing work unless otherwise provided. Daley Roofing Inc. will exercise reasonable care in performing the work but will not be responsible for damage to sidewalks, driveways, foliage, shrubbery, screening, pipes or other cables above or below the ground. Daley Roofing Inc. will not be held responsible for damages occurring due to neglect in keeping outlets and gutters clean. Daley Roofing Inc. will not be held responsible for detaching and reattaching screens or for any damage to belongings and/or property resulting from dust and debris in the work area. The customer is urged to cover furniture and protect their property. Daley Roofing Inc. will not be responsible for any damage caused by acts of God(ex. hurricane or other major storms). Daley Roofing Inc. warranties the garage re -roof for 5 years and the repairs for 90 days but reserves the right to supervise all work subsequently performed by other parties to the roof or any apparatus on the roof for a reasonable fee. Without this supervision or inspection all warranties are null and void. Warranties do not include tiles broken from any cause after the successful final inspection and subsequent final financial settlement of this contract. Warranties are transferable to new owner upon written application and payment of reasonable fee. This contract is premised upon the Building Code associated Protocols, Product Approvals and Ancillary Code related documents in existence on the date it was furnished by Daley Roofing Inc. Changes in the above listed documents and their requirements after the date this contract is furnished may increase cost for work described herein. Any changes in the above listed documents which increase Daley Roofing Inc. `s cost for completing the work shall be the responsibility of the owner and shall result in an equitable adjustment of the contract. Any such adjustment of the contract may be submitted to the owner within thirty (30) days after Daley Roofing Inc. receives notice of such Building Code change or incurs additional costs as the result thereof, whichever is later. Daley Roofing Inc. may require the owner to execute a written change order for the equitable adjustment of the contract. I have read and understand the above. The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Daniel P. Daley President PERri IT `APPLICATION FOR MIAMI SHORES VILLAGE Date 08/06/2002 lob Address 10 N.E. 98 Street Tax Folio 11- 3206 - 013 -0950 Legal Description Historically Designated Yes No Owner/Lem /Tenant Yolanda Tecson Master Permit # ?,? ), 18 Owners Address . 10 N.E. 98 Street Contracting Co Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Ave. Qualifier Carlos Arocho SS# ph (305) 751 -0382 state# RC0058627 Municipal # Competency # 000017889 Ins. Co. Architect/Engineer Address Borg Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 30Ib. ASTM, install eave drip and valley me tats, mop 90Ib. ASTM felt, install Spanish S Clay Terracotta colorthru tiles with polyfoam adhesive setti Square Ft 30sq. Estimated Cost (value) $14,200.00 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 walk and installation as indicated above, and on the attached addendum (if applicable). I ratify that all Work will be pafonned 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 OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above-named contractor to do the work stated. Signature of Contractor or Owner -Buil -r-r* 1 / Notary as to Own and/or Condo President Date Notary as to Contractor or Owner - Builder My Commission Expires: My Commission Expires: " :9 FEES: PERIv T 4 APPROVED: �u. -4 unovr 011 HERNANDEZ ' * MY COMMISSION # DD 060579 a EXPIRES: October 10, 2005 • ..,84,61; `` Bonded Thru Notary Public Underwriters Mechanical Plumbing phone (305) 754 -3708 Date v- Date ' 01 MARYLOU HERNANDEZ rai MY COMMISSION # DD 060579 r� EXPIRES: October 10 2005 Qf Bonded Thru Notary Pubic Underwriters C.C.F. b U NOTARY 0 ! BOND 3C., C7 TOTAL DUES 3 ) . © 6 Zoning Building ��� Electrical Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 / Building Inspection Request Date/ 2 15/ fla—ime For In Approved Correction Re- Insp'n Fee Type Insp'n Permit No. Name & Date - 2 Date Type Insp'n Permit Name Address I Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Company Phone # 3"0 IY 1 1 1),3k) For Inspecto D r )_ Name & Date A , RECO DED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST IN3F2GTIVIre 9ERSAIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements win 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. Logo) description of p and sheaf address: 10 N.E. 98 Street Miami Shores, Florida 33138 2. Description el improvement: Reroof to a new Tile Roof. 3. ooner($) name and address: Yolanda Tecson 10 N.E. 98 Street Miami Shores, Florida 33138 interest in property: Owner Name and address 01 fee simple titleholder: N/A Quality Roofing Contractor, Inc. 4. Contractor's name and address: 13800 NW 1 st Ave, Miami ,Florida 33168 :(Payrrwnt bond , re d b y owner from contractor, if any) .., Cr". inr`f nF D•9 STATE n� � 5. t n" • s, v » address: N/A Amount of bored $ 0 0 6. Lender's name and address: N/A 02852 107 1 2.002 AUG 2110:17 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition Owner designates the following person(s) to receive a copy of the L.ienoes Notice as provided in Section 713.13(1)(0), Florida Statutes. Name and address: N/A 9. Expiration date of this Notioe of Commencement: (the expiation date is 1 year from the date of recording unless a different data Is specified) Signet re of Owner Prim es Name YO L /111-12/1- . 7 i'I Sworn to and subscribed before me this c y of /) u-J Notary Public Print Notary's Name , 2O . MY COMMISSION # DD 060579 • EXPIRES: October 10, 2005 Bonded Thru Notary Public Underwdtars prepared by Carlos Arocho Quality Roofing Contractor, Inc. Address: 13800 NW 1 st AvAnIIP. Miami ,Florida 33168 Type Insp'n iffy Permit No. Name Address Company Phone # Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 1 For Inspector: - - -`- r, 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be r nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Iorida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking ca be viewed from below. The owner may wish to maintain the architectural appearance, therefore, r• offing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and ay cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions s+:uld be „ousel d. 1 Owner's Notification for Roofing Permits issued under the Florida Building Code MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this ischarge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. ruge 1 01 1 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in>}erior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be r duced. It may be beneficial to consider additional venting which can result in extending tree cervicc li,e c, the roof. Off'' / 01 / 02 -- Ow er's /Agent's Signature Date Contractor's Signature http: / /www.co.miami- dade. fl. us / bldg /roofing permiting/owner notification.htmi 6/4/2002 p 1 ' High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: Quality Roofing Contractor, Inc. ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ❑ New Roof Low slope roof area (ft.') , N /A Section A (General Information) Process No. Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other: , Page 2 Job Address: 10 N.E. 98 Street Roof Type Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Roof System Information Steep Sloped area (ft.') 30sq. Section 8 (Roof Pian) Total (ft. 30sq. '1 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Are there Gas Vent Stacks located on the roof? ❑ Yes d No If yes, what type? ❑ Natural ❑ LPGX Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter W dth (a'): Corner Size (a' x a'): I ... i__ .1- ��J_ ■ _i _ ]■..i • ■ �■ n • II II ` I ■ imp ■ir■■■.■ ■■ ■■ 4 �r■ ■ 110 Ir■ OI•■ ■■ .■__ l pm iiimmini mirdilTINNEWINUMEsmatipm Ms Way 11. 01 um ■ cell■ ■ ■ �■ ■■ ■ ii■ ■■m■■ ■■ ■ ■ ■ ■ ■■ ■ O C ■ ► ■ ■ t■■■ ■t lir ■ ■ ■ mom ■ ■ ■ ■ ■■ ■ ■ ■. ■■.■ ............060.0 .0■ ■■ . ■ 1010010.0.11.0 ■ .. .....■ ■■ ■ ■■ 000.01000.M......500.000.0.10. ■ ■. ■ ■ ■ a ■ ■■ ■ ■■ 101 ■ ■ ■ ■ • • ■■ ■ ■ ■ ■ ■ ■ TIM ■ . ■■ ■n ■■ if i �' .....m.. ms . I■■l ■ MUM E■ ■■ ■ � . m . �■■■i� ■ ummon ■■O ■■ ■ ■� wea ■ ■II: c�■ ..■■.■ ':::■■ m ■■ �:::CC.m: �:::.. l' :: , I: = ■ ' • mg 111 .. 01 OP . ........ x ■ .■■.■. iON ■.: I■. ■ ..■ ..�. ■ .. ::CC ■. ................ ...m — — ON ■ � ■. .■■ ............ • Ill ■■• ■■ ; m u g , iii _J [1 _LJJ l http: / /www.co.miami- dade.fl.us/ bldg /roofing permiting /permit_app_section a.HTML 8/14/2002 Roof System Manufacturer: Santa Fe Tile Corporation Notice of Acceptance Number: 00-1212.06 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -47.6 P 2: -100.6 P 3: -100.6 Maximum Design Wind Pressures, (From the PCA Specific system): 61.9 rJ High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: , 2 1/2 "/12" Roof Mean Height: ,13 Ridge Ventilation: , n/a Clip Spacing for Metal Roof Panels Field: n/a Perimeters: n/a Perimeter Width: n/a Section D (Steep Sloped Roof System) Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Altemate Tile Attachment Method: , n/a Comers: n/a Sloped System Description Page 4 Deck Type: 1 " X 6" T & Altemate Deck Type: n/a Underlayment type: 30Ib. ASTM Insulation/Fire Barrier Board: n/a Optional Nailable Substrate: n/a Fasteners: 1 1 /4 "R /S Nails Cap Sheet Type /Adhesive Type: 90Ib. ASTM/ Type IV asphalt Roof Covering: Spanish S Clay Tile Roof Covering Attachment Method: Polyfoam adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: 1 1 1/4" R/S Nails Hook Strip /Cleat ga. or weight: N/A Page 1 of 1 http: / /www.co. miami - dade. fl. us / bldg /roofing_permiting /section_d 3.html 8/14/2002 Mean Roof Height in Feet 15 ' 20 ' 25 ' 30 ' 40 ' Roof Slope 1 ;i 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 312 32.2 34.4 36.4 33.4 39.B 4:12 30.4 32.2 33.8 35.1 37.3 51.2. 28.4 31.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 i 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form I MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based the systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: -47.6 x A 0.297 - Mg: 5.90 P 2: -100.6 x A 0.297 - Mg: 5.90 P 3: -100.6 x A 0.297 - Mg: 5.90 Page 5 = Mrl: 8.24 = Mrl: 23.98 = Mrl: 23.98 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: Mr Required Moment Resistance* NOA Mf: 61.9 NOA Mf: 61.9 NOA Mf: 61.9 NOA Mf: *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 1 of 1 http: / /www.co. miami - dade. fl. us / bldg / roofing _permiting /section_e_3.htm 8/14/2002 1 FEB 21 '01 14:12 FR BRADCO • • 151121 . • miAA M40A PRODUCT CONTROL, NOTTCE OF ACCEPTS CE Santa Fe Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,FL 33178 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Coda of Miami -Dade County governin Construction, and completely described herein, has been recd County Building Code Compliance Office (BCCO) under the This NOA shall not be valid after the expiration date stated b product or material at any time from a jobsite or manufactuc' product or material fails to perform in the approved manner, use of such product or material immediately. BCCO rese determined by BCCO that this product or material fails to Building Code. The expense of such testing will be incurred by the manufactu ACCEPTANCE NO.: 00- 1217.06 EXPIRES: 24117004 IS AI'PROVEDs 02/01/210 305 597 9484 TO 3059533333 P.01/05 CONMITMONS 1 UILDINC CODE PROOUCT_BEMIEW QQ MITTEE MIAMI -DADE COUNTY. FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADC FLAGICR DUILDINO 1 weST FLAGLER STRL'ET, SUITE 1603 MIAMI. YLORIDA 37130 -136) (305) 375.2001 FAX (305) 375.2901 CONTRACTOR LICerr3uNC SECTION (305) 375.2527 PAX (305) 375.255d CONTRACTOR EVF (MGM kavt' DIVISION 003)373.3966 PAX 001) 313 -2904 PKODUC1 CONTROL. ulvLSlO (303) 315 -3902 FAX (305) 3724339 the use of Alternate Materials and Types of ended for acceptance by the Miami -Dade nditions specified herein. ow. BCCO reserves the right to secure this is plant for quality control testing. If this CCO may revoke, modify, or suspend the s the right to revoke this approval, if it is f eet the requirements of the South Florida Raul Rodriguez Chief Product Control Division . la .�V . ' . 4 1' This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product R.evlew Committee to be used in Miami -D3de County. Florida under the conditions set forth above. Francisco J. Quintann, R.A. Director Miami -Dado County Building Code Complia Office 14 0 4 5000111:e2000>tiwnphoes4noekr aCtsMOl1M pasadoe Internet mail address: postmaster ebulldln=codeonllne.eom Himepage: hltp :h »Nr•.nuildingcodsontine.com FEB 13 '01 17145 AL 3058880050 PAGE.01 r::a GI '101 1.4.1j Pr: OAMHULU PANTAFE TILE CORPORATION ROOFING ASSEMBLY APPROVAL CnteQgrv: Roofing • Sub - Category: 07320 Roofing Tiles MuterJnjl peck Tvnot 1. SCOPE This renews a roofing system using Santa Fe "Santafe Santafe Tile Corporation described in Section 2 of this comply with the South Florida Building Code, 1994 E locations where the design pressure requirements, as d does not exceed the design pressure values obtain by c using the values listed in herein. The attachment calcu system. 2. PRODUCT DESCRIPTION Manufactured by Test knnlicant Dimensions $necificatians Sentafe 'S' Cloy 1= 18" ROOtTile w = 11.5" Ye thick Trim Pieces 1= varies w - varies varying thickness 2.1 COMPONENTS OR PRODUCTS MANUFAC Test pimetliiotl; Sticeificntinnl >Y8 x 2 -K" long PA 114 0.130" shank dia. Appendix E 0.178 flute dia. Product Tile Screws Clay Roof Tiles Wood .iJ 1 I'1 V '. PA 112 0 '. e c m 3. LIMITATIONS 3.1 Fire classification is not port of this acceptant 3.2 For mortar or adhesive set tilt applications, a accordance with RAS 106. 3.3 Applicant shall retain the services of a Mia perform quarterly test in accordance with PA submitted to the Building Code Compliance 0 FEB 23 '01 17 ;4$ .IV.S.6• v.rd-:r i N ACCEPTANCE No. : '00- 1212.06 Approval Date: FcbruQry 1.2001 Expiration Date: P'cbrut►ry 1, 2006 S" clay rooting tile, manufactured by otice of Acceptance. designed to Lion for Miaml -Dade County. For termined by applicable building code. Iculations in compliance with RAS 127 lions shall be done as a moment based Product pcsc rintlon e piece high profile clay roof rile ipped with two nail holes. For nail -on, rtar set and adhesive set applications. PA 112 A cessory trim, clay roof pieces for use at hij s. rakes, ridges and valley terminations. M for each the profile. e5.8eseasa • i-Dadc County Certified Laboratory to 112 a 1 1 • hall be 04 URED BY OTHERS Product pescrintion tainless Steel Mnnvfeeturcr generic) °tic field uplift tcst shall be performed in u cape, RRC Roofing Product Control Examiner PAGE. 02 1 Table 1: Aerodynamic Multi lyers- Tile 1 Profile X (ft Batten Applic Lion 7` (ft) Direct Deck t Santafe 'S' i 0.274 ti I 0.297 I Table 2: Restoring Moments due t Gravity - Mdft-lbf) Tile Profile .1 2 ":1 � 11. 11 3 ,12 11. 11 4 .12 11. 11 5 .12 ": M 6 .12 11 11 7 :12 or greater Battens Oired Deck Battens Direct Deck Mtens Direct Deck 6 tens! Direct i beck Batten Direct Deck Battens Direct Deck ; Santafe 'S 3.93 5.90 3.85 5.82 5,73 5.69 ,56 5.53 5.32 5.29 5.03 N/A Table 3: Attachment Resistance Express For Nall -On Sxst d as a Moment- Mf (ft.lbf) 1 Tile Profile Tile Application Two Nails One Screw wo Screws Onc Screw w/ Clip Two Scrcws wl Clip Santafe S Direct Deck 21.8 29.16 38.28' 57.31 57,60 Battens iiii j 61.77 1 . Approved screws as noted 'Product manufactured by others' !i If — Table 4: Attachment Resistance Expres forMortar or Adhesive S f d as a Moment - Mr (ft -Ibf) t Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set _ 23.6 1 Adhesive bet 81.9 . • 0 IP ..////0°"' rank Zu102$2, RRC FEB 21 '01 14:13 FR BRADCO SANTA YE TILE CORPORATION 3.5 30/90 hot mopped underlayrnent applicauons slope unless stated otherwise by the under! literature. 3.6 This acceptance is for wood deck application compliance with applicable building code. 4, INSTALLATION 4.1.1 Santafe 'S' and its components shall be innta11ec in strict compliance with Miami Dade County Roofing Application Standard RAS 11 , RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations FEB 13 '01 17:46 305 597 5484 70 3059533333 = .03/05 3 ACCEPTANCE No.: 00- 1212.06 it ay be installed perpendicular to the roof yncn: material manufacturers published Minimum deck requirements shall be m 3058E80050 PAGE . 03 C11 4 1r. . 4.14 SA.NTAFE TILE CORPORATION ACCEPTANCE No.: 00 1212.06 5. LABELING 5.1 All tilts shall bear the imprint or identifiable ntarkinq of the manufacturer's name or logo, or following statement: "Miami-Dade County ptoduct Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation oilthis system, PROFILE DRAWIN1C SANTAIE "SANTAFE S" CLAYIROOF TILE FEB 13 '01 17:46 4 3058880050 PAGE.e4 r SANTAFE TILE QORPORATIQN FEB 13 '01 17:46 AN E ST • N D RcnewaJ of this Acceptance (approval) shall be considered aftc original submitted tloccmentetion, including test supporting da eight (Y) years. 5 s Any of the following shall also be grounds for removal of this Al. a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any pr purposes. 9 This Acceptance contains pages 1 through 5 END OF THIS ACCEPTAN ACCEPTANCE No.: 00-1212.06 OND1TIONS a renewal application has been filed and the engineering documents. ISM no older than 2 Any and all approved produce shall bc perrnanenUy labeled win the manufacturer's name, city. state. and the following statement "Mitml -Dade County Product Con:ro pproved', or as sp0cifically stated in he 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 Coe affecting the evaluation of this product and the product is not in compliance with the code change b) Tha product is no longer the same product (identical) as one originally approved; c) If Acceptance holder has not complied with all the req rcrncnts of this acceptance, including the correct installation of the product; a) The engineer who originally prepared, Signed and scaled tl : required documentation inivaJly submlued, is no longer practicing the engineering prcfessi r 4 Any revision or change in the materials, use, and/or mart actu l of the product or process 511211 be cause for termination of this Acceptance, unles prior written approval has bccu requested (through the filing of a revision application with appropriate fee and granted by this office. prance: ct, for salts, advertising or any other 6 The Notice of Acceptance number preceded by the words Miami odc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any •rtIon of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as wall as approved drawings end oth documents. where it applies, shall bc provided to the user by the manufacturer or its distributors ands 11 be available for inspection at the job site at a1: tames. The copies teed not be resealed by the engineer 8 Failure to comply with any section of this acceptance snail be ease for termination and removal of Accepts nor. rank Zuloagt, RRC ofing Product Control Examiner 3058880050 PRGE.05 ** TOTAL PRC .05 �:*. Miami Shores Village 10050 NE 2nd Avenue m Phone: 305-795-2204 _Printed: 8/29/2002 Applicant: YOLANDA Owner: TECSON JOB ADDRESS: 10 Parcel # 1132060130950 Signed: Signed: NE 98 (INSPECTOR) Building Permit Permit Number: BP2002 -1518 TECSON YOLANDA ST Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 - 0382 Page 1 of 1 BY: Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 10 & 11 BLK 7 LOT SIZE Fees: Description Amount FEE2002 -4851 Building Fee $225.00 FEE2002 -4852 CCF $6.00 FEE2002 -4853 Buildier's Bond $300.00 Total Fees: $531.00 Total Fees: $531.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 2/24 /2003 Construction Value: $14,200.00 Work: TEAR OFF OLD ROOF TO WOOD DECK INSTALL SPANINSH S CLAY TERRACOTTA COLORTHRU TILE W POLYFOAM ADHESIVE If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or devicedescribed in the application 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 responsibility for work done by his agents, sery fj t or employees. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or empl. es. (Contractor or Builder) BY: gUALITY ROOFING CONTRACTOR INC. 13800 N.W. 1ST AVENUE ML4MI, FL 33168-4849 ORDER OF ( 5km,u.„0 i/DIA_A.e. 01.0 ■• PAY TO THE Bank of America, ACH R/1'063100277 ‘ TCC 0 FOR pekli..A.-3 5414 L 76700 ':0 6 30000 L, 71: 00 L59 5300 2460 r„Itattced document Ste bock ILE detailg.0 DATE 17670 63-4/630 FL Cosa_a_o 1348 OL LA R S :1 5 f, om the desk of ... 0 z i\4L 9 iA LO A gie Becker -6W\ 5 3o- Owner/Lessee / Tenant Signa dtary as My Commi Mechanical .4 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 710 } Job Address 10 Tax Folio l l 20600 (79f Z) Meow; %.. K..4 See 'kM t7 Legal Description /O f i 0 t ( (31 ac-PL ^f Historically Designated: Yes No Owner's Address Phone Contracting Co. " i2()Q �i1 N 4 /Al C' Address 1 WI 0 IU • t m Qualifier Op-N 1 ci, P . O t:Z') ss# - Phone 3OS 7&Y ` C1 State # lip s'7 j q (D Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor / Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFIN PAVING FENCE SIGN WORK DESCRIPTION Q`)DC Square Ft. ' ff7) //I 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 OF 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 constru ol d g , Furthermore, I authorize the above -named contractor to do the work stated. e of owner r ali or Condo President 4 1"I :f r t s L is: 8 MARGARITA MONTIEL '2 7 OF F\. DEC. 17,2002 FEES: PERMIT 6 0 RADON LUcrA -nfo e. TEc SOAJ APPROVED: Zoning Building 11/ g Estimated Cost (value) 4 w d 0 J 7- 29 P. Date Signature of Contractor or Owner - Builder 7 -0 Date or / • i • , p OFFICIAL ,cp RY pV6 7r BARBARA ANN A FUGAZZI 2 0 y r 0 commissION NUMBER 1 w 'IID � CC723468 #�^ 4% MY COMMZSSiON EXPIRES F OF F�� MAR. 29 2002 Notary as to Contractor or Owner -Buil My Commission Expires: C.C.F. S • )0 NOTARY Electrical Master Permit # :30S - 7S1 3'0 TOTAL DUE D/ 1 Date Plumbing Structural Engineer NOTICE OF COMMENCEMENT 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 accords ith Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: /0 Nc c 8 Gee f /11/ate d .P. / -3� 2. Description of improvement: C)o - L. r r.j_ 3. Owner(s) name and address: Interest in property: 4/ Name and address of fee simple titleholder: /i/A /(.t Z. L vim tf - 'o - 1 - t/ C SC iQ 4 4 ' S ?, /U ICr',tt. gkOr'E 4. Contractors name and address: 0 ' cc-07/7 6 2 , /0,2 9C) / // Mv1 r 511i— (J STATE OF FLORIDA, COUNTY OF DADE 5. Surety:(Payment bond required by owner from contractor, if arhytfRestf CERTIFY Thar this is a true co. the address: Name and 0 '9; Tod in this of/ e o i ea of Amount of bond $ 6. Lender's name and address: 998394394 1999 JUL 29 1253 Aka 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as 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) -r S - 9 7.3 -- may- ,'0 7- 0 0-43 - ao° Print O. Hers Name X0t Off M Prepared by: Sworn to and subsc '•ed before me this o4� day of , ;� 19 /. Signature o • er Notary Public Print Notary's Name My Commission Expires: C)� FICIAI. NiT ARy $ J. qt AMC J YLLLAR NOTARY PU JC STATE OF FLORIDA 1 MY i ION EXP. MAR. 1,2thY2 Address: /4e2 41 0 Jf / 4 /V/ //ylfi/ r �� 3 3 r cry APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of pro'jiding that the roofing 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. yr 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be 'led 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) . Common Roofs: Common roofs are those which have no visible delineation between nei oring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking a viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofi g nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. iiir 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may use water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inter' 'r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be re• uced. It may be beneficial to consider additional venting which can result in extending the service life of the ►f Owner' ' /Agent'sig ature Signat , re 5104 APPENDIX "F" r iA- 6 1 1 Date Contractor's Signature e actor'3Name: 0434,01 ft' IJCj //VC- er(Low Slope Application) 0 (Asphalt/Fiberglass ) ROOF HEIGHT DETAIL 1 &2 •Includes Mortar and Adbeaive Set rue Job Address: / O 0GE ROOF CATEGORY O (Nail -On THe) ❑ (:ldetal RaofslWood Shingles <It Shakes) ROOF TYPE O New Roof aRe- roofing sF Flat Roof Area ($_) 10 Sloped Roof Area (fe) (� @' Q - - Total S Fxposurt category (pa ASCE 748): Building Classification � - - Mastc Permit No. category (perASCE 748 table Ix • O Recovering O Repair 0 Maintenance I� N► DETAILS (Raw details u needed) ecti z: ib ef;9? 6 n \ col to 0_, .Q gee 3 1 I ' 1 ' 1 ' 1 1 , ' , 1 1 , i ' 1 1 1 / 1 1 1 1 , ' 1 1 , 1 , 1', 1, 1 ' 8 1 1, t ' 1 ' ' ' / 1 ' 1 ' r / ' ' 1 ' ' ' C ' ' 1 ' 1 ' 1 1 t ' , ' , 1 1 1 i 1. - -- ' ' ' ' ' ' 1 1 , 1 1 1 1 , 1 , 1 ' , , ' , , , 1 , / 1 , 1 ' 1 ATTACHMENT �;��� ; ' : ' ��:�:�:� ' 1 1 ' ' ' 1 1 ' , ' ' 1 , ' '• ' 1 1 1 1 ' ; 1 ' ; 1 ; 1 1 ' ; 1 ; ; 1 ; 1 1 1 1; 1 1 , 1 1 1 , 1 1 , 1,', 1 1, i 1 1 1 1 , $ , 1 1 1) f pJA ;L +1.,) p ';';';;1; , , I 1 , , , , 1 , ' 1 ; , , ; ; 1 ; , ' 1 1 1 ' t r ' 1 1 '. 1 1 1 , ; , 1 , ' 1 , , ; , , ; ; , 1 , 1 1 1 1 SP A CMG 1 1 ; 1 1 1 , 1 8 - ' ; ; 1 ' 1 1 ( o . ' - 1 t . 1 - ' . - 1 - - - -- ' - t FIeId:[ O P C• f� 1 1 1 ,' -- - - - - -- 1 1 ; }���� Corner: 1 , , , 1 , 1 1' 8 1 1 1 1 , 1 ' 1 1 , 1 1 r r r r 1, 1; r ' : 1, , 1, 1; r 1 r , t 1 1 t 1 ''• 1, t'• 1' 1 1 1 1 1, 1 1; 1,,, 8 ' 1 g' 1 , 1 Page -I Lf O (Mortar-Set Tile) * O (other) ROOF PLAN 4. PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 • Your application for Product Approval of: GAFRuberoid® Afodifed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code goveming the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Mc., Factory Afutual 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 -60 and the standard conditions on page 61. 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- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 Raul Rodriguez Product Control Supervisor THIS 1S THE COVERSHEET, SEE ADDITIONAL PACES 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 'n Dade County, Fl iid)i under the conditions set forth above. �j Charles Danger, P.E. Director Building Code Compliance Dept. Approved: 11/06/97 Metropolitan Dade County Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Material Wood Material Wood Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Product Control No: 97- 0804.14 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 61 Frank Zuloaga, Roofing Product Control Examiner Product RUBERO!D® Modified Bitumen Adhesive GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUDEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP . Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Tes t Dimensions Specification 5 gallons 60 Ib. roll various 69 Ib. roll various various various various various various various ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111 ASTM D 4897 D 3672 ASTM D 489 D 3672 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Page 5 of 61 Product Control No: 97- 0804.14 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 Nvith mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type 11, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high dens'ty lkerboard.or-Petrnaiite - -� ) ) perlite insu a j. .r Zuloaga, Roofing Product, Control Examiner Product RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR 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 Asphalt RUBEROID MOD Asphalt L RUBEROID MOD Asphalt P Test Dimensions Specification 3 /4 sq. roll 93 lbs. 3 /4 sq. roll 90 lbs. I sq. roll 92 lbs. I sq. roll 92 lbs. 5 gallons 60 Ib. kegs 60 Ib. kegs 60 Ib. kegs ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 'None ASTM D5147 ASTM D2824, Type 1 100 Ib. cartons, ASTM D312, bulk Types 1, 11, 1l1 and IV Page 8 of 61 Product Control No: 97- 0804.14 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. 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 lnterply mopping and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt Frank Zuloaga, �~ Roofing Product Control Examiner Product GAFTEMP Tapered Isotherm R GAFTEMP Tapered Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANTTM GAFTEMP GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover Board Shingle-Mate Underlayment GAFTITE® ASAP RUBEROID® Modified Bitumen Adhesive Test Dimensions Specification Various Various Various Various Various Various I /2' thick, Various sizes 4 sq. roll 30 lbs. 500 per box 5 gallons PA 110 Perlite board ASTM D 3019 Type 111 Page 9 of 61 r uUUCI l,onlrol i o: Y /-UoU4. 14 Product Description PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board Fiberglass reinforced shingle underlayment PA 114 Pre - assembled fastener and metal and plastic plates Fiber reinforced, rubberized Adhesive "7, rankZhiaga— - - - - -- Mi ng Product Control Examiner Test Product Product Dimensions Specification Description Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Dekfast Fasteners #15 Dekfast Fasteners #12 1S0 95+ Composite PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) Asphalt ASTM D 312 Type 111 or IV Hot asphlat generic bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer generic EPS various PA 110 Extruded polystyrene generic insulation High Density Wood various Fiberboard Pelite /Urethane Composite various PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 Wood fiber insulation board generic PA 110 Perlite / urethane composite generic board insulation Perlite Insulation various PA 110 Perlite insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Page 11 of 61 Product Control No: 97- 0804.14 Manufacturer uloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 Test Product Product Dimensions Specification Description Manufacturer Olympic Standard 3" round PA 114 3" round galvalume Olympic AZ55 steel plate Manufacturing Group, Inc. (with current PCA) 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 PA 114 Insulation fastener Olympic #12 Manufacturing Group, Inc. (with current PCA) Olympic Fastener PA .114 Pre- assembled Insulation Olympic ASAP fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener PA 114 Insulation fastener Olympic assembly for Base Sheet Manufacturing 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 Page 13 of 61 Partek, Inc. (with current PCA) rank- uloaga Roofing Product Control Examiner Test Agency/Identifier Dynatech Engineering Corporation Name Report Wind Uplift PA 114 Page 17 of 61 #4482.02.95 -1 Product Control No: 97- 0804.14 Date 02.02.95 .4 an Z uloaga, Roofing Product Control Examiner Membrane Type: SBS Deck Type 11: Wood, Non - Insulated, New Construction, or Reroof Deck Description: "/ 31 " or greater plywood or wood plank System Type A(5): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Ply Sheet: Membrane: Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: Maximum Design Pressure: -75 psf (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 2 ":12 "; See General Limitation #3. Specification No.: 1 Product Control No: 97- 0804.14 GAFGLAS® #75 Base Sheet, GAFGLAS #80 UltimaT''' Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE #I2 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. (Optional) One, two, or three plies GAFGLAS PLY 4, GAFGLAS® PLY 6® 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.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Rubcroid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth,_RUI3EROID® Mop Granule. RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. 1. Gravel or slag applied at 400 lb. /sq. and 300 IbJsq. respectively in a flood coat of approved asphalt at 60 IbJsq.. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. Page 28 of 61 ran Zuloaga, • •- . —•••• Roofing Product Control Examiner Wood Deck System Limitations: rrouuct LOf QOI No: 91- USU4.14 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 Ibf, 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. 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 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. lithe fastener value, as field tested, are below 275•Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FIexPIy 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. '/z Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Frank 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.) 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 detail's, 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 1 17. 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 lbf. 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 BuildingCode. 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 I Page 59 of 61 rank Zuloaga, Roofing Product Control Examiner GAF Materials Corporation ACCEPTANCE NO.: 97- 0814.14 1361 Alps Road APPROVED: November 6, 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 1 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. 2 Any and all approved products shall be permanent!): 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 numbcr 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. 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 61 END OF THIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, Roofing Product Control Examiner 8 2 4 2 2. 3. a• 218 { ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)- Continued 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, per- lite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies of G1 or G2 hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" (granule) hot mopped or adhered with Karnak hemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1-1/2 gal /sq. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: " GAFGLAS #75" (Type G -2), mechanically attached. Membrane: One or more plies of • 'Rubberoid Torch (smooth). Membrane: "Ruberoid Torch FR" (granule). 2 . ,fck: C -15/32 Incline: Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. or. glass Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fas- tened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Class 8-Fully Adhered 1. 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, any thickness. Base Sheet: Two or more layers of GAF G -1, G -2 or G -3 base sheet, hot mopped or mechani- cally fastened In place. 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 applied at nom 1-1/2 gal /sq. 2. 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, any thickness. Base Sheet: One of more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. • 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 applied at nom 1 -1/2 - 3 gal /sq. 1. Deck: 15/32 Class C Insulation: One or more layers perlite, wood fiber, glass c fiber, 2 isocyanurate, urethane, perlite/ isocyanurate composite, prelite /urethane composite, wood fiber /isocyanurate composite, phe- nolic, any thickness. Base Sheet: One or more layers of Type G2 or G3. Ply 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 at 3 gal /sq. Peokt 15/33 - Incline: 2 Pm Sheet: One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule) or "Ruberoid Torch Plus" (granule). Surfacing: Grundy Ind. "20 F Emulsion" at 3 gal /sq. - 3. Deck: NC Incline: 1/2 Ineulatfon (Optional): Polyisocyanurate, any thickness, must be covered with minimum 1/2 M. perllte, glass fiber or wood fiber. Insulation: One of more layers perlite, glass fiber or wood fiber, any thickness. • ease Sheet (Optional): One or more layers of Type G 1, 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 (Optional): Karnak "No. 97" or "No. 169" at 1-3 gal /sq or Grundy Ind. "20 F Emul- sion" at 3 gel /sq. . 4. Deck: 15/32 '. • Incline: 1 Insulation: One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/ isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phe- nolic, any thickness. . Base Sheet: One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus " (granule). Surfacing: Grundy Ind. 20 F Emulsion, 3 gal /sq. • 5. 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). 6. Deck: 15/32 Incline: 2 • Insulation: One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, partite/ LOOK FOR MARK ON PRODUCT LOOK 1, Deck: NC Base Sheet: Type G1 or G2. Ply Sheet: Two or more leyr Surfacing: "Asphalt Emulsio- 2. Deleted. 3. Deck: NC Ply Sheet Three plies OCF ' hot roofing asphalt. Surfacing: "Fibered Emulsiot 4. Deck: NC Insulation (Optional): Polyir ness. Base Sheet One ply Type G Ply Sheet Two or more pile Surfacing: "Asbestos Free A 5. Deck: NC Insulation (Optional): Polyir ness. Base Sheet One ply Type G Ply Sheet Two or more Pile Surfacing: "Asbestos Free Et 5. Deck: C -15/32 Vapor Barrier (Optional): On Insulation (Optional): Phenc ness. Base Sheet One ply Type G Ply Sheet: Two or more pile• Coating: "Nonfibered Emulsi RO( ROOFIN isocyanurate composite, IN nolie, any thickness, Base Sheet One or more lion. Membrane: One layer "Rt coating of Karnak Inc. No Surfacing: Karnak No. 97 7. Deck: 15/32 Base Sheet One or more I Ply Sheet: (Optional) One c Membrane: One or more I nek Inc. No. 81 or gibson -F Surfacing: Grundy Ind. 20 8. Deck: 15/32 Insulation: One or more Is isocyanurate composite, Pc nolic, any thickness, Base Sheet One or more I. Membrane: One or more la Inc. No. 81 or Gibson -Home Surfacing: Grundy Ind. 20 9. Deck: NC Base Sheet One or more I: Membrane: One or more le Inc. No. 81 or Gibson -Horm 10. Deck: C -15/32 Insulation (Optional): Poly mopped or Base Sheet One aorc fa: moreI FR" base sheets, hot moppc Membrane: One or more pl GARDNER ASPHALT CO Base sheets ere mechanically 1 Adhesive " at 1-1/2 gel /sq. 1. Deck: NC Protective Coating: "Nontft 8 gel /sq with 2/8 Ibs gles sprayed simultaneously fron Surfacing: "Professional Fib 2. Deck: C -15/32 Plywood Vapor Retarder (Optional): Insulation (Optional): One gard Premier", polyisocyanu . Base Sheet One layer of C. "Flintgles Mineral Surface" Ply Sheets: Three layers of "Glasbase" base sheet. Protective Coating: Min 3 p Surfacing: "Professional Fi (782) ", 1-1/2 gal /sq. COMB