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ROOFING
Name 1 kOAYtci.i tt. Address ULt O Jt C U T Company ci uTIx Ik? Phone # l `� 2-61Z Inspection Date 6 ZSIO ,,MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date o70u105 Type Insp'n I tsopt Permit No. V2-0O5'Z!2 Approved Correction Re- Insp'n Fee Test 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 ' *d;Vi=.P 26 :D 51 76 2 27 r If 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 37i 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 Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PRO'T'OCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name EVt. A e-L t'tc t Job Address. 12r �° b \ ` ' •, \ � �:�� , -#-�� Roofing Contractor• () t_94, t t' - F 6=1 e•l 4 Type of Tile: Li © ice; i t -- tro Approximate Roof Height: i Type of Access to Roof: Scaffolds V Ladder Approximate Square Footage of Roof: • S‘ 7 ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested •- °S TEST RESULTS P = PASS, F = FAIL IN ACCORDANCE WI THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTR TEST. THIS SUBMITTED BY: 7— Project No 6 3 8 6 Permit #�� i Date Installed: le -2-.1 Roof Pitch: " Other Sketch of Roof 1 D 111111111 IIIINI 11■ � IrA �IIli�1lVIII I 1 11111111111111111111111111111111 immommusdammummosimmumm MEMMEMOWEEMEMMEMMEMEMMINIMMUMMUM MEMMEMMMEMOMMEMMUMEMMEMUMENEMIIM MMEMMINIMEMMIMUMMIOMPAMMOMERMEMME MMEMMUMMMETAMEMMEMENOWAMMNIIMEMM �■ ■ ■ ■■■i ■��������■� ■ ■���i ,jai■■ � ■ IIHIH gll's , • ( L-� — T. Notes: P© (2.0 t8 Job ! 2 v ti9 l L M lereak t Ski *. Sheet Number Hof Contractor t..) Checked By Scale PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / (»0 Job Address 1 ,2 - 40 o f Ca c Tax Folio 1/ 3aO5 D B/ o rejo Legal Description Historically Designated: Yes Owner/Lessee / Tenant l'■1 f. . 5Th re. P 1 41i1 Owner's Address 12-10 l CE Contracting Co. N-(CE) 12-0 ltl', -i &) 4 ) NG Qualifier Okr 1 rd 01-14,01 SS# Phone 3 45- 7 S) 9 2— State # Municipal # Competency # Ins. C Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING AVLNG FENCE SIGN WORK DESCRIPTION ;wait teak A W) y 1 b i HI 71 L C0 f 11 LePii FA - C/ Al b P N - r bp0 . Square Ft. Estimated Cost (value) 3 7 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 • 'ADA 1 : I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio d zo ' g. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date etiktitai (6/4k Notary as to Owewiw a/ar C ^ ':aa„t My Commis FEES: PERMIT mical s: CYNTHIA F. BEST MY COMMISSION # CC 806430 P EXPIRES: February 3, 2003 s o Bonded Thru Notary Public Underwriters RADON Date APPROVED: gVi i x Zoning Bumldmg / Address C.C.F. , NOTARY Master Permit # Phone A-E it) G, ` Signature e af Contractor or Owner - Builder No as to Contractor df Owner - Builder Myy / Commission Expires: Electrical BOND TOTAL DUE No Date 31- Date Plumbing Structural Engineer MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Phone # Inspection Date Approved Correction Re- Insp'n Fee Type Insp'n T � k P 103,s ioo Permit No. 62003 Name PI Address I P- . q 1 is Company use Contractor's Name: 04 /Cr-e4 ROOF CATF('ORY ❑ (Low Slope Application) ❑ (Nail-On Tile) ❑ (Mortar-Set Tile) * ❑ (Asphalt/Fie glass Shingles) ❑ ( Metal RoofslWood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering 0 Reps' 0 Maintenance Flat Roof Area (ft) Sloped Roof Area (ft) Total (ft') Master Permit No. Exposure category (per ASCE 7 -88): Bmldimg Cfim calory (per ASCE 7-88 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details u seeded) f v Ft. Ft. Deck typo Fastener Meld: *Includes Mortar and Adhesive Set Tile Append "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ATTACRMFNT SPAC'1NG Perimeter: Corner. DETAIL 1 & 2 Job Address: jet 0 ( 0 ) I / _.. Page -1 r r ROOF PLAN 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 ees 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 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 enailed 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) 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. <2 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. } l 5. Ponding Water: The current roof system and/or deck of the buildin g may not drain well and Y may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident unti 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 scu peys in accordance with Chapter 23 of the SFBC. 5104 APPENDIX "F" 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inter '• . f the structural assembly (the building itself). The existing amount of attic ventilation shall not be r • .. It may be beneficial to consider additional venting which can result in extending the service li .. oof. Owner's /Agent's Signature Signature Date Contractor's Signature Application is hereby wade 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. State work to be done and purpose of building (by floors) �... Date..._..._....._...... .7/7 Z=�- .._.... , 19..— Owner's Name and Address .. _. No... -/ Street-A ...?.r ° e-- Registered Architect and /or Engineer.. ,,,. :,,,,,,,,,,,,,;,,,,, -., f "� sss.. Name and address of licensed contactor _. �?...._..... Location and legal description of lot to be built on: Lot Block Subdivision / Street and Number where work is to be done l 9 / 0 - 2 < l.r APPLICATION FOR BUILDING PERMIT New Building Remodeling Addition ,( Repairs No. of Stories To be constructed of Kind of foundation Estimated Total cost of improvements $ 7,90 .� amount of Permit S. 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 wo such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be ormed _ nder pennit, as are licensed by Miami Shores Village. Remarks..._ (Signed) STATE OF FLORIDA, COUNTY OF DADE. j 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.._ __ Disapproved sass._ _. Date _. Notary Public, State of Florida (Signed) ng Inspector , My Commission Expires MIAMI SHORES VILLAGE Date BUILDING INSPECTION DEPARTMENT RoomsCovering Z� Read, Sworn to and Subscribed before me. w 4 .... for no other purpose. PLA 'i INC BOARD DATE Chairman Member Member Member Member sass.. _ - - - — -- _ Member — Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. 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... September 8, 1975 - .. —.__ . .._._ .....,,,19 ..-- .-- ..— ._..- .- M r. Clark Bennett N . 1210 NE So . 9 _ Terr, Miami Ownci s Name and Address . ._...— ,,haes Registered Architect and /or Engineer I.. ••••••M_•• ... Name and address of licensed contractor Bohnert RfE.,_& Supply Co. Inc. 1. 3710_N`7 41st. St. , Miami, Fla. Location and legal description of lot to be built on: Lot Block Subdivision �.. - - - - -- Street and Number where work is to be done 1210 NE 91st. Terr. , Miami Shores, Fla. - _ State work to be done and purpose of building (by floors) Re — roof residence. One (1) #3O felt, 1 -, #15 felt and one (1) #90 slate. ,7hite colored cement shin ;le tile. flat deck to receive one (1) f-30 felt, 3 - #-15 felts and gravel. and for no other purpose. New Building Remodeling Addition Repairs 3e — roof No. of Stories 1 To be constructed of Kind of foundation Roof Covering Tile & 31t. Up Estimated Total cost of improvements $ 4,200.00 Amount of Permit $.7. 2B squares 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 3710 Nj 41st. St. , Miami, 21a. 33142 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 ' nspection on the s' a of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such s ors, on rk to be performed under this pennit, as are licensed by Miami Shores Village. b./AP7 Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j Ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. � Permit No..___.- 1 27 ! 3 / 7 J Disapproved _......___ Date.._....._._. (Signed) 22 -'''.— L. - - ` - - Build' g Inspector ," Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires to me well known, PI kNNING BOARD DATE Chairman l/ Member Member Membcr Member sass.. w_...__..._._ ___._sass._ Member Council Approved _ Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application niter approval has been obtained from the Planning Board. A re- inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials anti /or workmanship. Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request / Date Type Insp'n Permit No. Name f / o c 7s7 r rr.� /)4O os - / Building Inspection Request - - r A I / Date / <.,, Type Insp'n 1 c Cri ..,:::) •,—;','...,} '• t 6- ,:,,_ _/,-. _ ,, --- , __ , ;-- 3 _, : f....%. -,...__ / Permit No. ., _, — ,-..; .,_4-' '..-.- -----,--. -,-•,- ti r Name / / Address Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 ( --- i Phone # • Inspection Date Approved Correction Re-Insp'n Fee Date Type Insp'n Permit No. Pyf Name Address Company Phone # Inspection Date Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildin_ Inspection Request / ?/ D AS 91 1. 7 - Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -212 Printed: 3/1/2005 Applicant: MARIANELA SMITH Owner: SMITH MARIANELA JOB ADDRESS: 1210 NE 91 TERR Contractor OBENOUR ROOFING Local Phone: 305 - 757 -2612 Parcel # 1132050010500 Signed: Building Permit Page 1 of 1 Contractor's Address: 9301 NE 6 AVE SUITE A - 101 Legal Description: 5 53 42 WATERSEDGE PB 9 -141 E15FT LOT 26 ALL LOT 27 & W5FT LOT 28 Fees: Description Amount FEE2005 -2615 Building Fee $325.00 FEE2005 -2616 CCF $11.40 FEE2005 -2617 CO /CC $50.00 FEE2005 - 2618 Training and Education Fee $3.80 FEE2005 -2619 Technology Fee $8.13 FEE2005 -2620 Scanning Fee $21.00 FEE2005 -2621 Submittal Fee ($50.00) Total Fees: $369.33 Total Fees: $369.33 Total Receipts: $0.00 a( 5-1 Permit Status: APPROVED Permit Expiration: 8/13/2005 Construction Value: $18,423.00 Work: RE -ROOF TILE AND FLAT ROOF (INSPECTOR) MM 0 4 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATIO FBC 2001 Tenant/Lessee Name $ Value of Work For this Permit Type of Work: ['Addition Describe Work: kJ, ji ( 6: Submittal Fee $ %)( Notary $ Scanning $ a Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner' Address I I 0 City 1\114 11, e State City / trZ' State Qualifier ai . 9 75 / 1( PAlteration I Permit Fee $ Training/Education Fee $ Radon $ Contractor's Company Name C ficrer , Contractor's Address L t -,c, f eit,Ler rz_ C1New Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) PC q Job Address (where the work is being done) \1 \ C., 1■21(- '---..? i 1 e r r ,- -i c-e..._. City Miami Shores Village County Miami-Dade Zip Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) Phone # Zoning --- Structural Plan Review. $ Permit No. Master Permit No. Phone # Mechanical Zip -,3?)I3g Phone # Phone # :(a_( » Zip Square Footage Of Work: D'Ipair/Replace CCF $ /1 LtQ Technology Fee $ Bond $ ****************************F 3 L) - - I 706 5F 0/; •■■•■•■•••••,,, Roofing El Demolition 0 — Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, MATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec ': which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will .t be a •proved an a reinspection fee will be charged. ... Signature Sign: Print: Owner or Agen The foregoing s ent was acknowledged before me this / day of `r,t J , 20 0 , by / (2/ who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 5fiahl -,4 11 State Certificate or Registration No. ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 A • Signature Contractor The ' going instrument was acknowledged before me this day of 4:14 , 2061, by i/.f 4 2/ i . (7/eft air who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: My Commission Expires (Certificate of Competency Holder) Certificate of Competency No. Plans Examiner Engineer Zoning • E r(.74 InsL' OCTT'Y' U unit 210144$ - RIQUIRJAD OWIngua noTIriCATI'GN POlt RZaOF'TIAZ COUSIDWRATIOWS 41524.1 goope. As it pertains to this sect..on, it ib the reeiponsibilitf of the roatinci contraoGPr to provide the owner with the required roofing permit, and to oxplain to the owner the oontent of chin section. The provisions of Chapter 15 of the Florida Building Code, 4u41-idang govern the minimum requiremente and arand.arci5 of the industry for roofing system installations. additionally, the following items should ha addressed as pert of the agreement between the owner and the contractor. The owner.'s initial in the designated apace indicates tat the item has been explained. 1. Aesthetics- workmanship; The workmanship provisions of c hapter 15 (High Velocity Hurricane Zone) are for the purpose of providi:ig that the roofing e,ystern meets the wind reliatance and water intrusion performance standard$. Aesthetics (appearance) are noc a consideration with respect Co workmanship provisions. Aesthetic issues arch as color or architectural appearance, that are not pa`_ of a zoning rode, vhould be addressed as part of the agreement between the owner and the contractor. Ranaxiliag wo¢d Decks; When replacing roofing, the existing wood roof deck may have to be r_nailed in accordance with the current provisions of C hater 14 (High Velocity Hurricane zones) of the. (Th roof deck is concealed prior to removing the existing roof system). Comoon Roots: Common roofs are those which have no visible delineation between neighboring uldCS (i. e . , townhouses, condominiums, etc..), in buildings with commoi; roofs, the roofing contractor and /or Owner should notify the occupants of adjacent unite of roofing work to be performed, 4 os d casiliag40 underside of the wish to maintain penetrations of The provides the Exposed, open beam ceilingu are where the roof decking ear• be viewed from below. The owner nay the architectural appearance; therefore, roofing nail the underside of the decking may not be acceptable. option of maintaining this appearance • S. Poudi,uQ Water; The current roof system and/or deck of the butlding may not drain well and may cause water to pond (accumulate) in low- lying areas of the roof. Ponding can bo ah 1ndifation of structural distress and may require the review of a professional structural engineer. Podding may shorten the life expectancy and Ckte flew roofing system. Ponding conditions may not be evident performance of the original roofing system is removed. Ponding condit_on8 shoul1di oorrected. d. Overflow Squppara (wall outletsa) c It in required that rainwater Flow off so chat the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extension_ may block this discharge it overflow scuppers (wall outlets) are not provided, lc may necessary to install overflow scuppers in Accordance with the requirements of; 7, Ventilation: Moat: roof structures should have some natural airflow through the interior of the struct assembl building itself). T ability Co ver1�� he existing amount of attic. ventilation shall. ho xe�duce +. it may beneficial to co �idar ,additional veni" rv�t' �a rears t in e tend Wej' the derYi.G:e lif '.60 Agent's 9nature Da te .ontrat;t -'s Signature Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 123_01-48 5/03 PAGE 1 Florida Building Code Edition 2002 High Velocity Hur$cane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address ild Low Slope Asphaltic Shingles i/6 Section A (General Information) O,/i/O ✓(L P, 1A/6 /zio dE 9/ r.E,A/04, ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE Process No. Et Set Tile ❑ Wood Shingles/Shakes Are there Gas Vent Stacks? Yes 0 No ❑ Type: Natural ❑ LPGX ❑ 0 New Roof iRe-Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ' 1,7 Section B (Roof Plan). 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. 3108 111111111111111111211115111 '' . ' E 1 E I EEEE1: 1 �Er 11 1111111:1:11 p 1 .41111(( 1116111 1C Ef.. • :M •: e• •• I i "' 1.... EC :1 1 Em1 C C •1 ■ 11 11 ■ 111■ ■ ■11 ■ .1111 ■ ■ 111111111111111191111111 CC • •Nr1 i.... C° �q :• . 11.1 . EC ■.CC 1.��•� � 11 u 1 ■ ■1111. CC■■p C : . .:.. ■.E h C .�I■ ■ CEE ■EEC■ ■111 .11111 . CUE( CCC C�.....1..1 1' ' . E ■...... 1 11 1 11111111111 . CE ■....■i�is111UCC••E111111 ■ ■ E ■ 111111.111111 .1111 ■ . ■► °�■ 1111■ C - . � .11111111. '4.11121111 U •U• 1 i ■ ... ■ i u ua.•F•u:'!1 1111 C•u���•� C ■ ■ is ■ • • u uE � ■1 .CC■u ■1■ . ■u•18 u. 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C ■. 11 1 : :� ,C. ■ ■ .0 •. � ■ 111 1 -a . 1 1.11.1 .1..1.111 � 111 il - 3 E E1• .1■ C 1 1 1 : C !1 1 'hill 1 I1 C .0 1 Immo ■... ....1 . .l. 111E 110.11.1111111111111111 123_01 -48 5/03 PAGE 2 J. 2" 23_01-48 5/03 PAGE 3 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Flinn Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA') System Manufacturer NOANo.: p9. o / ° OS � Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: g/ °3 Pmax3: J� V Max. Design Prime, Fran the Specific NOA System: �l / Deck Type: GAd Gauge/Thickness: 3/V Slope: .k ti 1 Anchor/Base Sheet & No. of PIy(s): Anchor /Base Sheet Fasterli�onding Material: Insulation Base Layer. Base Insulation Size and Thickness: ' Base Insulation FastenerB ing Material: �' Top Insulation Layer. A' Top Insulation Size and Thickness: i J Top Insulation Fastene opding Material: Base Sheet(s) & No. of Ply(s): igr i -- �® 1 h t F s ner ndin eri rh x.rn 7 t /ti Ply Sheet(s).& No. of PIy(s): t - fley 1241 Ply Sheet i repcXnff� rip� , Top Pty: ff Z -' Ifll a-1 e, / Top ?spn din Ma /al: Surfacing: 4 cVe / " Section C (Low Sloped Roof System) Fastener Spacing for Anchor/Base Sheet Attachment Field: ? ' oc @ Lap, # Rows (d3 `7 ' oc Perimeter. " oc @ Lap, # Rows L (d3 " oc 41 Comer. ` • oc @ Lap, # Rows S . L ' oc Number of Fasteners Per Insulation Board Field Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 9 I et W/I 11 at* y •' 90c f Perimeter Comer Parapet Height Mean Roof Height a- Roof System Manufacturer: 414 i-t- Notice of Acceptance Number: 03— 05b/. czc Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 7' T�/ P2: 22.77 P3: 2 77 Maximum Design Pressure (From the NOA Specific System): q r J Method of tile attachment: J y '! 44' /6' 123_01-48 5/03 PAGE 4 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof Slope: :12 Steep Sloped Roof System Description Deck Type: p&kk- derlayment: RC1 M D � 4 # 30 ype Un nsuiation: Ridge Ventilation? lAr- Fire Barrier: asten Mean Roof Height: 11 r Ia r Type & Spacing: dhesive Type: (9 ` o/e 14,5 4cWS Id 4 b/4e g 61phtf ype Cap Shed. oof Covering: 2 Type & Size Drip Edge: Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier ?r NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M. Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' - Roof slope I 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30. 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26. 28.0 29. 30.5 32.4 7:12 24.4 25.9 21.1 282 30.0 Florida Building Code Edition 2002 High Velocity Hunlcane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M F If the M, values are greater than or equal to the Mr values, for each area of the roof then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: 4 x . 141 a f3 *7(0 ) - Mg: (4 3 a =11t;.i" NOA Mr 4.1 -..r (P2:+91). 1 •1._m}Q.O7 ) -Mg: /AO_ = Z•l1 NOA Mt qr. (P3:19"4 x - ►.d 1 ) - Mg: (..* = M,. 2 .11 NOA 111 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F valves, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA F' NOA F' NOA F' (P 11: = z w:= ) -W: 1cos 9: = F (P2 : 1 I: = 1 w: _ ) - W: : cos 9: = F (P3 : 1 l: = 1 w: = ) - W: 1 cos B: = F 123_01-48 5/03 PAGE 5 FEB 05 2003 08 : 50 FR BRRDCf7 TILE CNTR 43515 MIOAOE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 TO 13057588484 P.01 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1663 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375.2906 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AJ-IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami lade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. ff this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the high Velocity (Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1203.05 Expiration Date: 13/14/07 Approvat Date: 81102103 Page 1 of 7 FEE 05 2003 09:51 FR ERflDCO TILE CNTR 43515 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Material: SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC 1 = 16! /1" Villa & Roll w — 13" !/a" thick Monier Lifeitilc LLC Capri Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engi.cring, Inc. A. 1.0,. At Low Profile Roofing Tiles Concrete L= 17" W= 12 ' /," 'A" thick 1 = varies W.. varies varying thickness Test Name/Report pate 7161 -03 Static UpliRTesting Dec. 1991 Appendix III PA 102 & PA 102(A) 7161.03 Wind Tunnel Testing Dec. 1991 Appcndk 11 PA 108 (Nail -On) PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails 94 -060B Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 94.084 Static Uplift Testing May 1994 PA 101 (Mortar Set) Tcct 1tlentiticr Test Specifications PA 112 PA 112 fA 112 TO 13057598494 P.02 Product Description 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. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.: 02- 1205.05 Expiration Date: 12116 /0/ Approval Date: 01/02/03 Page 2 of 7 FEB 05 2 09:51 FR BR,ADCO TILE CNTR Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Ccnter 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 Enginccring, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Test Name/Report P0631 -01 Letter Dated Aug, 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -7611 25-7183-1 25. 7183 -2 25-7214-2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Evaluation Calculations 4 3515 TO 13057538484 Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 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) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Evaluation Calculations Two Patty Adhesive Set System Da te July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dcc. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 P.03 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight •W (Ibt) Length -I (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile Monier Lifetile Capri Tile 9.1 1.33 1 A) 8 9.51 1,42 1.03 Table 2: Aerod narnic Multipliers • X. ft's 7 ":12" ` greater Battens Tile A. (ft) 3 ":12" A. (ft') Profile Batten Application Direct Deck Application Monier Lifetile Villa. Roll and Capri The 0.267 Direct Deck 0.289 Table 3: Restoring Moments due to Gravity 5 ":12" • M 6 ":12" 7 ":12" ` greater Battens or Tile Profile 3 ":12" 4 ":12" Monier Lifetile Villa, Roll, and Ca ri Tile Battens l Direct Deck Battens Direct Batters Direct Deck Battens Direct } Deck Direct Deck 5.57 1 8.30 5.48 6.18 5.37 6.05 5.24 1 5.90 5.09 5.73 j FEB'05 2003 09 :52 FR BRADCO TILE CNTR 3. LIMITATIONS 4';515 TO 13057588484 P.04 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive sct tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Codc Compliance Office for review_ 3.4 Minimum underlaynient shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the undcrlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02.1205,05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck _ Battens Profile (rein 15/32" plywood) (min. 19132" plywood) Monier Lifetile 2 -10d Rim! Shank Nails 27.8 37.4 28.8 Villa, Roll, and 1 -10d Smooth or Screw 8.8 11.8 4.1 Capri Tile Shank Nail 2 - 10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw 24.3 24.3 24,2 Shank. Nail Field CIi• 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail (Eave Clip) 2 - 10d Smooth or Screw 35.5 35.5 34.8 Shank Nails (Field Clip) 2 - 10d Smooth or Screw 31.9 31.9 32.2 Shank Nails (Eave Clip) 2 -10d Rin• Shank Nails 43.0 67.5 50.9 Installation with a4" tile headlap and fastemers are located a min. of 2Y3 from head of tile. • FEB.05 2003 09:52 FR BRADCO TILE CNTR Table 5: Attachment Resistance Expressed as a Moment Mr (ft -lbf) for Two Patty Adhesive Set S ystems Tile Profile Monier Lifetile Villa, Roll, and Capri Tile 413515 2 See manufactures component approval for installation re•ulrements. i3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polvfoem Product, Inc. Average weight per patty 8 grams. Tile Profile Monier Lifetile Villa, Roll, Polyfoam PolyPro and Capri Tile_ PolyProrm 4 La . e • add • lacement of 54grams of PolyPro " 5 Medium addtplacoment of 24orams of PolyPro TM'. TO 13057588441 Tile Application Minimum Attachment Resistance 26.1 Adhesive Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance 56 .61 45 , --- NOA No.; 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Pap 5of7 P . 05 FE)? -05 2003 09:53 FR ERRtCO TILE CNTR 43515 Table 56: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar Set Systems Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Tile Application Mortar Set 5. LABELING All tilts shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product 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 of this system. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE TO 13057588404 P.06 Attachment Resistance 20.60 N0A No.: 02- 1205.05 Expiration Date: 12/16/07 .Approval Dates 01/02/03 Page 6 0[7 FEB. 05 2003 09:53 FR PRADCO TILE CNTR 43515 13" MONIER LIFETILF. ROLL CONCRETE ROOF TILE 1 1 17" 12 -3113" MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE TO 13057588484 NOA No.: 02- 1205.05 EYpiratton Date: 12/16/07 Approval Dale: 01/02/03 Page 7 of 7 P.07 * *: TOTAL PAGE . 07 �::�: . NO J .1 1 2004 08:34 FR ERFII'CO SUPPLY tit t•pA17E M I a C'i' NTROL NOTICE.OF ACCEPTANCE Pnlyfoarr) Products, Inc. 2400 Spring- Stucbncr Ro.i11 Suring ,TX 77383 -1132 APPROVED: fife /1x1/:.001 305 83E5 G 1 JG I u . E30 r 0 [1 404 ►11,%ytt -DADE COUNTY. FLORIDA NIETRO.DAI)E PL GLER BUIL.DINCI nliILDINLI ConE COMPLh NCC oFF1CF NIcTZD -CAof . CULDtNG IA ii wi:sT rLAG1.(R S'rtil;t:1', alJl1'I: 1(01 Mllrih(1. r'L.Ottll7rl (7205) 375.-290! FAN 005) 173 -1008 c; ;)rwr1t;tC1'tlti 1,tt7t:N51NC 1:r T1ON 1705! 3''5.2527 FAN INS) )7 <•:55'I CUNT I , C,I'r31t t•:NI o,4c: II:Nf't)IVts1ON (30 375-2 F.1\ (301) )7S.3 . 10 1 rltt]nIJ 1' Cpo't I OL DIVISION 001)75.2'42 FAN ()OA )7:1.44)39 Your r.ppacation 15r Notice or Acceptance ;NOM o1: Two C(otnponent Polyurcthcnc Foam Adhesive under Chapter 8 of the Code ofMiami -Gade County governing the use o Materials and Types of Construction, and completely described herein, has been recommended for accep(ance by the Ntiami -Dads: County Building Code Compliance Cilia. (BCCO) tivAr the conditions speci herein. °; lti; •JOA shall not be valid alter the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such Product cr material immediately. 3CCO reserves the right to revoke this approval, if it is determined by I3CCO that this product or material fails to meet the requirements of the South Florida 13,1 Code. The expense of5ucli testing will be incurred by tht: m:rnui ^cturer ACCEPTANCE NO.: (1t -1152 I.Ox Gaul Rodriguez (15/111;21106 Gibe1Troduet Control Division THIS TS 'rllE CQVrRSIIEFT, su._AOO111101 \1;11_ PACTS 1 SPECIFIC AND C EikiA.1. CO1N pITIONS 13U11.DfNG CQnr & PRni)tJCT RI?V1r•.W COMMIUE . This applit:ttion for Product Approval has been reviewed by the BCCO and approved by the Buildilib Code and Product Review Committee to be usc.-cl in Miatui -pad County, Florida under the conditions set forth above. JC4. ('rancisco J. (luilttana. Direetor vt iat ii- C1:ulc County Iluiltling Cod': Comp Office rO4SOLItIV4200NtemplytoytntItiga 1CC6F+ance Cover' pa,tc loternet ii)lii address: (trotlrinStertj:tiuildh cn(lr:Unlinc.cuin 1-I Cpat.c. II( 10[ ih vWW .l)uif411R6e0t1t0111;f1C.Ct7tT) NOL .11 2004 08:35 FR BRADICC 5UVi -'LY ju!D bOa C.17-1C IV ,JCJJ 1.JV,J r n1.vfnrlm Proriucts. Inr. ACCC:PTANCC No.. 0l- 0521.02 Roc irrc ASSEMfLY APPROVAL Roofing Root Tile: faille: eve Ca Suh- Cateenry: lbfu t crials: PoIyur 1. SCOPE This approves 1'olyproi A11160 us manufactured by Poly foam Products, inc. as described in Section 2 or this Notice or Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the: design pressure values obtained by calculations in cornpli.lnce with 12oofing Application Standard RAS 127, for use with approved low and high profile root tiles sysienn using Pniyprottu AH 160. Where the attachment czlculatioas are done as a moment based system for single' patty placement, and lls an uplift based system for Double patty systems PRODUCT DESCRIPTION Manufactured by Pniyproe A1-1160 roamproOD tt TP I oo0 Prol'ncke 30 Sc I no I)iale_�i�fl, N/A N/A •/A .'.1 Components or product: ntanufteturcd by others: Any Willa i-Dadu Cnuruy Prodk!a Control i\cccplce 1taotTilc Asscrubly having a current NOA which list uplirt residlancc values wish Ulc use of Polypro Al 1160 roof the adhesiv.. Z_2 Typical Physical Properties: P rna,cr tv Tcst Dens'ty ASTM D 1622 ASTM D 1621 Compressive Strength Tensile Strength Water Absorption Moisture Vapor Tr;insroission Dilttcr13iG)Itrt1 Slabiliiy ASTM 0 1523 ASTM D2127 ASTM E 95 ASTM D 2126 2 Test apsciticn,tinrts PA 101 Results 1.6 lbsJ11.' 8 PSI Parallel to rise 12 PSI Parpenc.lict!inr tc rise 28 PS1 f jrollel to rise 0.08 I,bs.ltt 3. I Penn / Inch Approval Date: June 141 2001 E. piration Date: MAN 10, 2006 40.07% Volume Clranl;c cif -4o0 r .. 2 weeks +6.0:% Volume Clral i e ri r S 1 lulu id ity, 2 week: Product r' ion T vo 'component polyuri t nc Dispensin; Equipment Dispensing Equipment I rant; Zulo:lga, PAC Product Control Lx;:rtliner HOC) .11 200 )8:35 FR BRi DCO 5Ur't'L.'r Polyrdnrn d'rnducts, �nc, kCCEI'TANCE N. 01-0521.02 0. 1.0_ Note: The physical! properties listed above arc presented as typical n% rage values ns detenniloerl b tiCCCpted ASSTh1 test methods :and are subject to 110 t'ru;11 tn;uru (II c turing variation. 3 . LIMITATIONS 3,1 Fire classification is not part of this acceptance. !icier to the Prepared Roof Assembly for tire rating 3 . 2 Polyproe A I-1160 shall solely be used with fiat, low, cf.; hlc�h tilt profiles. 3 -3 Minimum underlayments shaII be in t;ompl::tnce with the !tooling Application Standard RAS 120, 3 .4 Roof Tile manufactures acquiring acceptance for the use of P olypro® Affl60 roof tilt: adne_ive with her the assemblies shall test in accordan.e with PA 101 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Poiyproe A..FI 16t) roof the adhesive with their tile ttssemblies shall test in ac:ordance with PA I01.and with section 10.4 as modified herein. ( 1 w t4S 4. INSTALLATION 4,1 Polypr AI may be used with any roof the asses bay having a current NOA that lists up'ift resistance value with the use o Pcslypro t .AI -1360, 4 .2 PolyproO AI-1160 shall be applied in compliance ‘.vith the Component Application section and the corresponding Placement Details noted herein The roof til assembly's adhesive attachment with the use of Polyprolp ,a 1.1160 shall provide sufljcient attachment resistance, csuressed as an uplift based system, to meet or exceed the uplift resistance dcterminrd in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof the assembly NOA 4,.3 Pofvproe AI°C160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard R - \S 120. and Polyroam Products, Inc, Polyproo' AFI160 Operating Instruction and Maintenance Dookl,t. 4.4 Installation must be by Factory Trained 'Qualified Applicator' approved and licensed 'ay Polyfoam Products, Inc. Potytoam Products Inc, shall supply a list of approved applicators to the authority havitt; jurisdiction. 4.5 Calibration of the Foamprot dispensing, equipment is required before app!tcattion or any adhesive. The mix. ratio between the "A" comoonent and flits "n" component shall be maintained between 1.0 -1,15 (A) ; 1.0 (U), The dispense tinier shall be set to • deliver 0_0175 to 0.15 pounds per tile as determined at c.liLratiol;, No other settings shall• be approved. 4.6 PolyproZ A1"i i 60 slim) be applied with Foalnpro RTF 1 000 or ProPack® 30 d"' 100 dispensing equipment only. .7 Polypre0 Ai-1160 shall not be exposed perimilu ntfy to stint 3 J07) 000 G 1 JG I V..' v v J I:r:!nk Zulonga, it12C Product Centro/ Csamincr N1 N00 11 2004 06:36 FR BRAI'CO bUt Pelage tm Products, Inc, J OjC' :: 1 Jc ACCEPTANCE No.. 01-0521.02 4.3 Tiles must be adhered in rreshly applied adhesive Tile +asst be set within 2 to 3 minutes after PolyproG A1-1160 has beer, dispensed. 4.9 Polypr•oe, All ? 60 placement and minimum patty wei,,;hr shall be in accordance with the 'Placement Details' herein. en. encric the prolilc requires the specific placement .»tad herein. F-______ - �-- - -•-_ - � _ '1'nblc 1; Adhesive �� r - ---- -- c I inetotcr,t 110x' Coca rie Tile Prorllc del raffle 1'laccnteu �� hti pn rants) cF Sin lc Pndd Wr i lit l'4c Uet:u; F PucJdy e iglit r�lilt. (g � per d ,y n. r1'lat, Low, Flil;h Pro f! 1 " — �•- i , — rams) 51t Prof Lie (2 Pic:c b arrel) 3 N/A 1 ' I 1 1i:;idc ell cap 1nJ NI.A at, Low 1 h Ilr O(j _ _ _ i 3�4IuZ t I — (�1"'(Yt, Lo•.v, Profiles � j �. `� -- 1 NIA �__._ _ l K 3. LABELING AJI Polyproa A.H160 containers shall comp;y with the Standard Conditions listed herein. 6. tI UILbING PERMIT REQUIREMENTS 6.1 As required by the Building Official or Applicable Building properly evaluate the installation or this } cem Code in rider to 1'r :rttk Zula2,42, RRC Product Control EXanune. NOV 11 2004 3: :36 FR BRADCO SUPPLY 11(lcif an) ?roetlict_t_zci ACCErTASCE 01-0521,02 A 01 ES1 YE PLACEMENT D1:TAI., 1 5:NCLE PATTY f liaji Lir) v211 pia ill c etstr;14 . Pada} Ito. ch 1 vuph:+1 aftiani —..—.---.--........._— % 1 kktprzyr.ent •e'. 1.1 taurt, IAIf Al .11,4441.4 10.est li lAtspildea E czNnt oa iewsp 4ftre.s 4 let 14 .tegitola int Carla ' ^ . EaVli tows, pike 4C1115,1 own. 1 Imo %at Win " P140 aft!' at] E4.1 Claw t, 3 laak • W.0.1abi t ilai glif she I) P; ter on.et Jdng111'r to atisi.. 11 ig ;) fl Id/1 1402 1/04 J1F.k..riang Nd WNW, la ' YptitIO &mt. Pbc. Jgherh. 1111/, r/341 6 4111:1* 440 .1t ce 1Pun mi.,14 bio, latala la ;0 c m ili N, adnavt fc.r .. l'rank Prk Control Esarnin,:r. bsc: 1 *Jun(ud4o4 NOU.11 2004 08:37 FR BRAD 305 838 21 0 CO SUPPLY P2.1111921T Products. n411 1Prougn plarlk caw( • - -i■-tile4111 Tie) UN erg erten! \ ) C 71 . 1Ns ■. / ..0 ) ' 2 031104 kky NiWiroughplatiicunum UnuerLtymonf .0" El%e 7 In, ACCEPTANCE No. : 01 -0521.02 AM I ES I YE PLACEMENT DTAI 2 SINGLE: l'Arry 6 N\ ?idly Puma' I&,) N,, ENCepeal ARC • Pry Control Examiner FI1cla Wen E Co ectgl iJ U LDY k NOV , 1 1 2004 00:37 FP BR'ALLCO SUPPL`( Poivfcnin Products, Nail through plantic cornett' Single paddy \� 1 tn• undor 1111 L I !!! 11 i n. 1nr]ts paddy an l∎ael aymertV Single Deay l op of W co a ADHESIVE PLACEC T DETAIL 3 DOUBLE PATTY 21 cou 2 in. 17 in mcd;um,, • silo paddy 1x6.5 F.te ela co ra only Half throuhPl plastic ccmant Single vaddy en Jnden :ymea( Single paddy on lop oftUa t Eau COltrac 7 305 b t 7c r v ACCEPTANCE No. - 01.052 i.0I.o2 2454 Inrcuyn plant:: = arncnt tlndanayrn.eer ~\ r In. e ] 111. Sin 4Ir "' / 4, 2 In . 9 paddy on Wider. laynttAt �•\ e_ir I paddy on top of tile .twrta fun ..aawa 2In.: 7 In. naedir,rn Site paddy acne COUr;o only fn5Gla crank Zuio: tea, RAC Product Control Exali',incr Singlo p a ddy under the Single paddy tetwetn I(Ic 2 iv.: 7 in. modlum Oa paddy tare cur duly Fa.tcti Werphale Eavu Closure Orlp eels Nov 11 Doci,i 08:37 FR BRADCO SUPPLY Po lvroank Products (tic ' , 305 838 215a TO 3057588484 ACCEPTANCE No. : .01-052 U2 I. Ren;wal of r.his •ztcptance (ppro'...al) shall b,2 c.•.'ntsid all a rctiL:Ival application has 1.n..en riled older than eigilt (8) years. and the oriema/ sumitted uments b doc, including, lest•-,:upporting daia., us cog:nee-ring dot:Li-rict. are no 2, Any :Lod all appro'.' ed procinets shall he perm:wet:ay lab:4d 11 ilk the inan,it'acitirtir's naine, chi', 3 spueilically starizd in the specc conditions orthis Acceptance. stare, and the lollotving Sur: "mianu-Dade County Produei Control Approval", or ls Run,;tvak ofAcceptanoe wil; not be consider.rd if: , There 1134 been I Cli:t ligt! in the South Florida auilding CuJe affecting tne. evaluation of thiti product and the precluct is not in campIillite %cth tho coik chz-,IN b. The vocItir.t is tie longer the same product , Pic/ .1:1 the one Originally approvc.i. inclliding the c(),TCC.I. installation or the product, if the Acceptance holder has not complied %vitli ail the. rcquianr.ents of th:s accept:loci:, c. Tht: engineer who originaNy prepared, signed and soictl the required documentation initially sub:nitre& is no longer practicing the eilgineering proles:sion • 4. Any reviiiOn of ( .113.112,i: in the materials, use, anclfor manufzleitirci of ill:: product or procm, Shall .autollmricany b..: c2.:4sc (-or terminailori Of this Acceptance, unless prior written approval has- bcam office. requested (lircugh the tiling of a rcvision application appropriate le) and orruiteci by dlis $ . Any °Fla% fo,lotving 3Ii alsO•b; p,iQlinth for removal of this Aecepimiev: . b Unsatisractory performanc of this product or pro:';ess. oilier pc,rposcs. 6 tvii:idis of this Acceptance :is -an endorsonitint of a.ny ,orc.inet fer sales, advertising or zny The Notice of AeoeplzrCe /Win bet' pre:ccicd by Ihe %vort,s ,ii:irni-D...ide Cotrity, Florkla, and followed by .the exnitalion date may be disi:layed in adverns litcrartire II any porlirm of Ow Nocitc of , Acc I: displayed, thci Jr shall be done in us entirety. A copy orthis Acceptance as A■'1.:11 as approvcd drav:ioss alid oilier documents, 10,ere it applies, shall i ' he provided to the user by tuc mat aeturr or its distributors and shail be bl:: ror insprxtion at the job Si4 at an timc. The unineor 'Iced 114( fC5t;:al !Ilk: copies. Failure to comply with any section ot this Acceptance shall be rause Cor terminution and removal of Acceptance, 9. This Notice QrAcceptancc consists of pages I through S. END 0 F' TN'S A CCEPTANCE ----------------- ARC Product Control Ex:trill/4;r P .0e ** TOTAL PHGE.C. ** M I A M I•DADE BUILDING CODE COiMIPLQANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tamko Roofing Products, Inc. P.O. Box 1404 Joplin, MO 64802 RECEIVED AT TAMKO - TECH SERVS FROM: F-1 w;,� DATE: 6 oa-, TAMKO EMPLOYEE MIIANII -DADE COUNTY. FLORIDA MI' :TRO- DAM?, FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 � / 9 � , /ice / SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. phis product is approved as described herein, and has been designed to comply with the l-Iigh Velocity I Iurricanc • Zone of the Florida Building Code. DESCRIPTION: TAMKO Modified Bitumen Roof System Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless othenvise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, usc, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This consists of pages I through 20. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 0212.07 Expiration Date: 05/23/07 Approval Date: 05/23/02 Page 1 of 20 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: System Type: Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: Ply Sheet: Membrane: Cap Sheet: Maximum Design Pressure: Maximum Slope: ,9 / or greater plywood or wood plank Tamko No. 30 UL, Type 43 Coated Base, Base-N -Ply ®, Vapor- ChanTM, or Versa - BaseTM base sheet applied with a minimum 2" side lap and a minimum 6"cnd lap. Base sheet may be applied at a right angle (90 ") to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One or more plies Tam -Ply IVT"I or Tam -Glass PremiumTM sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. One ply Awaplan PremiumTM, Awaplan 170TM, or Awatlex membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Membrane shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum fastener spacing of 6" o.c. No nails or tin caps shall be exposed Tamko ASTM Slate Surface or Tamko ASTM Tile Underlayment: applied with minimum side lap oft" and a minimum end lap of 6 ". Cap sheet may be applied at a right angle (90 ") to the slope of the deck* adhered in a Rill mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed * Membrane or Cap Sheet may also be installed parallel to the slope oldie roof (i.e. strapping). If membrane or cap sheet is strapped, then anchor sheet and ply sheet must also be strapped. Refer to Tile Manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and Applicable Building Code. NOA No.: 02- 0212.07 Expiration Date: 05/23/07 Approval Date: 05 /23/02 Page 19 of 20 WOOD DECK SYSTEM LIMITATIONS: 1. A slip -sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Rooting Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a dill mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. lithe fastener value, as field - tested, arc below 275 lbf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and scaled by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and scaled by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS III and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.c. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF TI IIS ACCEPTANCE NOA No.: 02- 0212.07 Expiration Date: 05/23/07 Approval Date: 05/23/02 Page 20 of 20 MIAM!DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19/ or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTTTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFT1TE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 03 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /a" Dens Deck or iii Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 21 of 21 • TGFU.R1306 - Roofing Systems Page Bottom Guide Information Underwriters Laboratories Inc. GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R13O6 Roofing Systems Questions? Roofing Systems "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Page 1 of 55 Previous Page Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". R1306 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. http://database.ul.com/egi-bin/XYV/template/LISEXT/1FR AME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems ' Page 2 of 55 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C - 15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. http : / /database.u1.com /cgi- bin/XYV /template /I.TSFXT!1 FRAME /showpage.html ?name =TG... 10/22/04 Class A, B and C TGFU.R1306 - Roofing Systems Page 3 of 55 Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 6. Deck: NC Incline: 3 Class A Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". -Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". http://database.ul.com/cgi-bin/XYV/template/I.ISEXT/1FR A ME/showpage.html?name=TG... 10/22/04 PERMIT NO. STATE OF FLORIDA: TAX FOUO NO. COUNTY OF DADE: .THE UNDERSIGNED hereby gives notice that Improvements will be made to cenaln real ny, and In accordance with pro P e Chapter 713, Florida Statutes, the following lnlormailon Is provided In this Notice of Com 1. Legal description of property and street address: meneament, 2. Description of Improvement: , 3. Owner(s) name and address: Interest In property: Name and address of fee simple itileho der: 4. Com actors name and address: 5. Sure p y ty:( a yment bond required by owner irom.contractor, II any) Name and address: amount of bond $ §. Lander's name and address: 7. Persons wrthIn the Stara of Florida designated by by Baden 713.13(1)(a)7 Florida Statutes, Name and address: El. In addltJon to himself , Owner deslgn�s the following §scion 713,13(1)(b), Florida S g P rson(s) to receive a copy of the Uenor's tawtes• NoUCe t provided In ama Etna addre..s ;5: ExArayan � 1 ja.te ofi{his Notice of Co mmencement: (U1e expiration dale Is 1 dJ fl bra ��- I s bFV�= •) P Year from tea date of recording un less a Sill Mau or O.rn • 11 at T nors Name 6iV o 1l Notary Public , Pant Notary's Na /,,g and subscribed:before ma this IL-) day of -e.b • .. :i' :i '005 'i'hra : NOTICE OF COMMENCEMENT STATE OF FLORIDA, COUNTY OF 1 HER BY * RTIFY that this is a otiyf • fil',I:0 • ITN SS my HARVEY R By DE of the or u and County Cowls D.C. 1 1 1 1 1 1 1 1 1 1 1 1 I I I 11H111 11111 11 1 1 1 11111 1111 11 CFN 200'5;R':'21 x'°34 OR IB.4: 23137 Ps 2625; (ies) RECORDED 03/04/2005 11:33=15 HARVEY RUV'IMp CLERK. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE /9/140 net upon who notices or other documents may be served as provided Prepared b . Address: ��