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345 NE 100 St (2)Project Address _ 345 NE 100 Street Miami Shores Village, FL 33138- Owner Information BRENDA WYSONG Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) Phone ALL DADE GENERAL & WATERPROO 305 - 558 -4774 CeII Phone Type of Work: Re -Roof Additional Info: COLOR THRU Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $250.00 $9.00 $6.25 $273.25 Parcel Number 1132060135370 Block: Lot: 345 NE 100 ST MIAMI SHORES FL 33138 -2420 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Permit Issue Date: 4/23 /2007 Permit NO. RF -4-07 -793 Permit Type: Roof Work Classification: Roof - New Permit Status: APPROVED Expiration: 10/20/2007 Phone Applicant BRENDA WYSONG Cell Valuation: Total Sq Feet: $ 10,000.00 984 Available Inspections : Inspection Type: Final Roof Hot Mop Tin Cap Up Lift Report Tile In Progress April 23, 2007 Date Monday, April 23, 2007 1 "S" CONCRETE TILE ROOF ( IAA( 18 Passed 14 / Inspector Comments I, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until • Owner: Job Address: lORU , i nspection Number: INSP -46732 Permit Number: RF -4-07 -793 Inspection Date: 05/18/2007 Inspector: Grande, Claudio Project: <NONE> Thursday, May 17, 2007 WYSONG,BRENDA 345 100 Street NE Miami Shores Village, FL 33138- Contractor: ALL DADE GENERAL & WATERPROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060135370 Lot: Phone: 305 - 558 -4774 Page 2 of 2 MST LOCATION UPLIFT PULL TEST 'EST LOCATION UPLIFT PULL TEST TEST LOCATIOP UPLIFT PULL TEST TEST LOCATIOP UPLIFT PULL TEST 'EST LOCATIOI UPLIFT PULL TEST TEST LOCATIOP UPLIFT PULL TEST 1 t)445 6 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 12 5 30 55 80 105 30 6 31 -6 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 10 134 10 35 60 85 10 135 11 36 61 :6 111 136 12 37 62 8 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 65 •0 115 140 16 41 66 91 6 141 17 42 67 92 117 142 18 43 68 93 118 143 19 44 69 94 119 144 20 , p . 45 0 95 120 145 21 46 71 96 121 6 22 47 72 97 122 147 23 48 73 98 123 148 24 49 74 99 124 149 25 0 75 100 125 150 k14 EA ER .Iv: A -1 CONSULTING ENGINEERS, INC ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Owner's Name: 7,-Z MI /1/ Job Address: 3 V� �2 � / c7 — Roofing Contractotl // e . � Type of Tile: . 4 /i/(S4" fig Approximate Roof Height: /2— / feet Roof Pitch: Type of Access to Roof: • Scaffolds Approximate Square Footage of Roof: /G7 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Date Tested: 0 /7/7 ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION F.G.E. 100 Permit #:,1 1 7 7F.' Date installed: 5/" V /7 ' Ladder Other IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAL TY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Remberto Contreras P.E. # 21522 A -1 CONSULTIN Lab. Certification # 01- 1224 -05 INEERS, INC. 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 t-. . Owner's Name: Job Address: Roofing Contractor: Type of Tile: A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS 3f c N E /DO sT A bl DQJe. Sp cvN4s " Approximate Roof Height: la - 0V feet Roof Pitch: OP- Type of access to Roof: Scaffold Approximate Square Footage of Roof: / 0 ft 2 Required Testing Force: 35 Ibs Date Tested 5-11- 01 SKETCH OF ROOF 1 1 P Ladder: Number of Tests: Permit. #: TZF 03 - 473 �✓�,/ Date Installed: REVISED J Q 4961 S.W. 75th Street, Miami, Florida 33155 j Telephone (305)740 -9550 j Fax (305)740 -9550 3 Other DATE 5 -i3-04 "S" CONCRETE TILE ROOF MAY 1 4 2OO1 Passed ( Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INSP -46730 Permit Number: RF -4-07 -793 Inspection Date: 05/14/2007 Inspector: Grande, Claudio Owner: WYSONG, BRENDA Job Address: 345 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ALL DADE GENERAL & WATERPROOFING Building Department Comments Friday, May 11, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060135370 Lot: Phone: 305 - 558 -4774 Page 2 of 2 "S" CONCRETE TILE ROOF APR 2 7 2 OA" Passed )4 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INSP -46729 Permit Number: RF -4-07 -793 Inspection Date: 04/26/2007 Inspector: Grande, Claudio Owner: WYSONG, BRENDA Job Address: 345 100 Street NE Project: <NONE> Contractor: ALL DADE GENERAL & WATERPROOFING Building Department Comments Wednesday, April 25, 2007 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060135370 Lot: Phone: 305 - 558 -4774 Page 1 of 2 "S" CONCRETE TILE ROOF APR 2 5 Zoos q ." Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INSP - 46728 Permit Number: RF -4-07 -793 Inspection Date: 04/25/2007 Inspector: Grande, Claudio Owner: WYSONG, BRENDA Job Address: 345 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ALL DADE GENERAL & WATERPROOFING Building Department Comments Tuesday, April 24, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060135370 Lot: Phone: 305 - 558 -4774 Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2004 Contractor's Company Name �✓� ��4 Contractor's Address 730 g . /d• City , (64 1 Qualifier Name 2_46.,4 State Certificat or Registration No. iCe,D54 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition ['Alteration Describe Work: 5 z.' Alp/ ******* * * * * * * * * * * * * *** * * * * * * * * * * * * * ** e Submittal Fee $ Permit Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 o� Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Sim le Titleholder) Age. Phone # Owner's Address City 5 411 ox-f2 State L Zip C33 Tenant/Lessee Name Phone # 3 0 S 7S - 3 Co / Job Address (where the work is being done) .,(• E /42 5 'V/ .-S ./� o" City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES State v�y .7� NO Notary $ Training/Education Fee $ Scanning $ I' Radon $ DPBR $ Permit No. Master Permit No. 4 O/3 9V Phone # Zip 0 3° , Phone # Oar Certificate of Competency No. Phone # Zip 33136 c3o( - f L77/ cP Square / Linear Footage Of Work: / i Bond $ Code Enforcement $ Double Fee $ Fj Structural Review. $ Total Fee Now Due $ 273' 2 • See Reverse side - BY _j Repair/Replace ['Demolition CCF $ Co CO /CC Technology Fee $ 6. 26 Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Morlage Lender's Name (if applicable) Mdrtgage 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, HEATERS, 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." Signature le Sign: Print: (Revised 02/08/06) NOTARY PUBLIC: 2 , . My Commission Expires: APPLICATION APPROVED BY: . * * * * * * * * * * * * * * * * * * * * * * * * * * * As identification and who did take an oath. 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Patricia Gutierrez 1411.444444/44#2;414*************************** Expires: Dee. 21, 2007 H, n.kJ l hru Atlantic Houdin: ('n wner or Agent / Contract The foregoin instrument was acknowledged before me this /e Y by 1 The foregoi instrument was acknowledged before me this A day of ��'� 20d' b � 20 C oe i .C' - P4 X d� A y� , day of ' . f��, by who is personally known to me or wha has pro /z- duced 1 who is . ersonally known to me or who has produced NOTARY PUBLIC: My Commission Expires: as identification and who did take an oath. ' ; ikGt ,C4414i i66 ammission DD27035S Expires: Dec. 21, 2007 Honded '2 \tlaufic "t iiimE 2ali>viner Engineer Zoning HIGH-VELOCITY HURRICANE ZONES Coritractors'Name CI Low $1o00. o Asphaltic iigles- 21<ew 120 Low Slope Roof.Area 'Sketch , lyletal•Pa 0 Mecha • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •ID 0 0 • • • ▪ • • • • • • • • 0 0 • • • • .Efetioil • • hVelotit HOrricane Zeno U • Ferrier, A:i fleatiOn. Settidh: A:1016 AtiCotil • Mastpr Perm it.No. < • • '1-:ocae •.• •• • ••• • . . • = 0,14 ••• •• Job..Adike.s.s• 3 S 5- 13 , ,., - t ri ,.: 3 /8Z BY:. $F) *eep.510p0 ROitifArs0 (PE) TO.tal(SF). Mottat/Adfiet ive.:$#t: Tile etgsgtfp.tiv.,:g.:13.14R4AS..1S0 • 110pETYPg 0 Rdr . ,..r 1 :-.Reecivetitij. 0 Repafr 0 RO.OESYSTEM INFORMATION 111NTFEET71:7 St APR 21 2007 :$6.0tiotr.11:(.RQ.Of Plan) of Plan 1141otrate. alliev014 and sectioris, .roof drains, scuppe 0..ov,..0rftpw 4rains:. Include dimeniians of se0tlo and ley 0100.0flotevatedji ssiOe zones Oniiiocaticoto.:ot - p4ikeio 4 .. .4.44.44...1.4 ,1111_3 _, 1 t-1 ,..., r4,4-11- -4•-••1-1...4....t....;.,.0. 1 I 1 I : . i . • LT-0- -i- T -1 .1 - r 1 • --f---1.- •••t•.• ..1,..; I !`t i" .1- •••%...r..,' .... h.....i..4„ , i••• ...4. 4.. 1.4 .....,...i - rt - " - ÷ ,,, t - § 1...;...L. • ! 11/ -i-k—i-- J...1_, . 1 t t • : 1 . 1 ,.. ( 1,1141T g T114 ff 4- Jf. l f 7 .ff.. :44 :..: T' t ! l j - , 4 :_ i ... i .. 71: .. 1 , ' ! ' • .• • • Tri ri i , -hi-41ff "1 _ 7;../4:4 rv, 0 i I . r • --I 11 Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Mg Product Au ()royal Attachment Resistance M Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr I Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must M submit tai to the building official at the time of permit application. M required Moment Resistance* Mean Roof Height -► Roof Slope 1 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2. 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 282 30.0 Florida Builtling Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. •• ••• •• Section E.(1'i14 Caiciplgtiprts) . • ••• • For Moment based tile systems. choose either Method I or 2. Company. th :vaIesfr M .th e %Vyeg frittO If the • equal to the M values, for each area of the roof, then the tile aRa!hment me thod is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P Z / x X4251X- fie p 7- Mg: 7 /0= M 77 Product Approval M (1 9 Tx a O549 4-6S/) - Mg:7ert M 7 Product Approval M yx x *tY-c� �v.Gt/ M g; 7 = M /Z 9 Product Approval M Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resisutnce (Mr) From Table Below Product Approval M (P xL = xw: = _____ J -W: x cos 0 = F'rl (P xL. = xw:= ) - W: x cos = F r2 _ = F., (P xL = xw: =_) -W: x costl FLORIDA BUILDING CODE - BUILDING • ... . • • • ••• • •• •• • •• •• . • • • . • • • ••• • • • • • ••• • • • • ••• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • ••• • • • • • • • • • • • • • • M values are greater than ur *Must be used in conjunction with a list of moment based tile systems endorsed by the Browani County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Cotnpared the values for F with the values for Fr. If the ' values are greater than or equal niche Fr values. for each area of the roof. then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" Product Approval F' Product Approval F Product Approval 1' 15.35 ------ Roof System Manufacturer: ,-/ )4 :-..r.' - 7 ", •hr Ze AZ ,_.,' Product Approval Number: /a& - ,06%0&. Oa. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): p 17 S -14 k Maximum Design Pressure I „ --1 Product Approval Specific System: ' '-- t -----/Lt-'11 ' - 4.- V (X-\--\-\) Method of the attachment: VO\\Rt.)aA/v■.. HIGH-VELOCITY HURRICANE ZONES Roof Slope: : 12 Ridge Ventilation? 1-kp : Mean Roof Height: 2-21 Deck Type:. .ype Underlayment. Insulation: fire Barrier: • 0 0•0 • • • • • •11• 00 0 0 • • . 0 • 00 0 • • • 0 . • OOOOO • • • • 0 0 • • • • • • • • • • • • 0 • • • • • •00 • Florida.Buildigg:Codorditieti2044.: HighVelocity HurricaneZovellgoln Neignit:ApplicatiOnTott • • • Section D (:Steep Slotied Ro"of7 • Systen;) • • • • • • • • Steep Sjoped Roof System Description s l l j URX (4\ Fastener Type &:Spacing: Adhesive Type,: Roof Covering: ASTP\ uv.0_51._(\asivv Type '& Size Drip 49e: 0.\ S 7\1 i■- • ype Cap Sheet: • ••• S1 cTtOrisi•R4 HIGH VELOCITY HURRICANE Z,ONIES; Ii3I QIJIRII;QWNERS NOTIFICATION FOR ROOFING. C'UNSfDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the re$I?gnsjllility of r oofing contractor to provide the owner with the required roofing permit, and to explain 4o ita 'net thacontentto ;th: section. The provisions of Section R4402 govern the minimum requirements anew standais ortlie industry fot roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates Q t tl14ilemhas been explained. •• • • .•• • • • • • • • . • • •• OOOO 1. •� Aesthetics - Workmanshi t ht workman p rovisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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 renailed in accordance with the current provisions of Section R4403. (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 to be performed. 4. 7 f Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roo decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. ( 7 3,-,./ Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. %/ Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof Contractor S gn. ure [ ate y--- M IAM I•Dr4DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Sales, Inc. 819 N. Federal Highway, Suite 300 Stuart, FL. 34994 This replaces NOA # 06 -0310.07 and consists of pages 1 through 6 The submitted documentation was reviewed by Alex Tigera. • . . • • • • • • • • • • • • • + • • • . • • • 000 • • • • • • • ••• • • ••• • •• • • • • • • • . . . • • • • . • • • • MIAMI•DADE COUNTY, FLORIDA 6.6 • • • • • • • METRO -DADE FLAGLER BUILDING 140 W ET FLAGLER STREET, SUITE 1603 • • • • • • . • • • • • • + MIAMI, FLORIDA 33130 -1563 • . . • • . : 1305) 375 -2901 FAX (305) 375 -2908 • • • • • • • ••• • • www.buildinacodeonline.com 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. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Valencia Spanish "S" 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. NOA No. 06- 0606.06 Expiration Date: 06/07/11 Approval Date: 07 /06/06 Page 1 of 6 ROOFING ASSEMBLY APPROVAL • ' • • ' • • ' • •' • • • • • • • • • • • • • • Category: Roofing • • • ... • Sub Category: Roofing Tiles • •• . i i Material: Concrete • • ; • . .. • . • ..... • • This revises a roofing system using Entegra Valencia Spanish "S" Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code, 2004 Edition for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain 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. 1. SCOPE 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Valencia Spanish "S" Trim Pieces 2.1 Product Rainproof II Ice and Water Shield Tile Nails Tile Screws 1 =18" w = 10 /a" min. 3 /a" thick 1= varies w = varies varying thickness Components or products manufactured by others Dimensions 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll Min. 10dx 3" #8x 2 " long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. • ••• • • • ••• • . • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • •.. • • • • .•. TAS 112 TAS 112 Test Specifications TAS 104 TAS 103 TAS 114 Appendix E TAS 114 Appendix E • • Product Description High profile, interlocking, one - piece, "S" shaped, concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product Description Single ply, nail -on underlayment with 2" self - adhering top edge. Self- adhering underlayment Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Manufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA generic generic NOA No. 06 0606.06 Expiration Date: 06/07/11 Approval Date: 07 /06/06 Page 2 of 6 Product Roof Tile Mortar ( "TileTiteTM ") Dimensions N/A Roof Tile Mortar N/A ( "Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar N/A ("BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive N/A ( "Polypro® AH160 ") Roof Tile Adhesive Factory premixed See PCA TileBond canisters Hurricane Clip & Fasteners Clips TAS 114 Min. Yz" width Appendix E Min. 0.060" thick Clip Fasteners Min. 8d x 1 'A" • • •• • • • • • • . . : • • • : . • • • ••• • • • • • • • • • • • • • • • 000 • • • Test b"eckk atioes • '4'AS i 23 • • • • • • •••• • 000 • • TAS It 24 • • • 1. TAS 123 See PCA • Product Descr4ptien •. pseparedsnoi'tar mix designed for cnprta•et roof tile 3p19.iaations! • •• • • l:repaie mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Manufacturer Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsal Co. with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) Corrosion resistant Generic clips with corrosion resistant nails. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set 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 Code Compliance Office for review. 3.4 Minimum underlayments 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 underlayment 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 4.1.1 Entegra Valencia Spanish "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. NOA No. 06- 0606.06 Expiration Date: 06/07/11 Approval Date: 07 /06/06 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - M1 (ft for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Valencia Spanish "S" Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 - 10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 1 Installation with a 4" tile headlap and fasteners are located a min. of 2 from head of tile. Table 3: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Batten s or Direct Deck Valencia Spanish "S" Tile Batte ns Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck 6.70 7.10 6.60 7.00 6.46 6.84 6.30 6.67 4.08 N/A Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight•W flt;f) :' Leln+gth ►ilft) . ...• . • Width -w (ft) Valencia Spanish "S" Tile 11,f • • ' . : : • • 1. • .854 • • • ••• • • • • • • • • • 0 • • • • • • ' • • ••• • • • • • • • • • • ••• • • .. • 4.2 Data For Attachment Calculations • • • • • • • . •• • • NOA No. 06 0606.06 Expiration Date: 06/07/11 Approval Date: 07/06/06 Page 4 of 6 Table 2: Aerodynamic Multipliers - X (ft Tile X (ft3) X (f) Profile Batten Application Direct Deck Application Valencia Spanish "S" Tile 0.232 0.252 • • • ••• • • • • • • • • • 0 • • • • • • ' • • ••• • • • • • • • • • • ••• • • .. • 4.2 Data For Attachment Calculations • • • • • • • . •• • • NOA No. 06 0606.06 Expiration Date: 06/07/11 Approval Date: 07/06/06 Page 4 of 6 Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Valencia Spanish "S" Tile Polyfoam PoIyProTM 66.5" Polyfoam PoIyProTM 38.7 4 Large paddy placement of 45 grams of PolyProTM. • 5 Medium paddy placement of 24 grams of PolyProTM. Table 5: Attachment Resislane�e pxprbsLeil as a **gift MI (ft-Ibf) for Two Pa1t•Adtigsiv4 Set Systems. • : Tile Profile Tile kpplicdtion' Minimum Attachment Resistance • • Valencia Spanish "S" Tile Adhf3slv • • • • • • • • 29.3' 2 See manufactures component approval for installation tectiirtments. • • _ • • 3 Flexible Products Company TileBond Average wept p e e r atty' 1379 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Valencia Spanish "S" Tile Mortar Set 24.5 • • • • • . .•• • . . .• • • • •••• . • ... • • • • . • • • . • • • • • • • • . •.. • •• • 5. LABELING All tiles 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. NOA No. 06- 0606.06 Expiration Date: 06/07/11 Approval Date: 07/06/06 Page 5 of 6 3/8" 7/8" " 3 -3/8" • ••• • • • 41•. ••• • • ••••• • • • :6%1 • • • • • • ••• • • • • • • • • ••• • • • ••• . • • • • • • • PRO�F'I i RirmiaNC • • ••• • • • • 1 - 1/2 41 • 9Y. •. . +r • • • 4141 •, ▪ • 10-1/4 r= 3 -1/2" 5 -7/8' ENTEGRA VALENCIA SPANISH "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE • 0410 • • • • • • • • • • 1 -3/4' f 2 -7/8" 11 -1/8" NOA No. 06- 0606.06 Expiration Date: 06/07/11 Approval Date: 07/06/06 Page 6 of 6 Apr 20 2007 3:44PM HP LASERJET FAX MI� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PolyfoamProducts, Inc. 11715 Boudreaux Road Tomball, TX 77375 • • • • • • • •• • • • • • • • • • •. • • •• • • • . • • • • • • ••• • • • • • • • • ••• • This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. • •.• • • .• •• • ••. • • • •.• • • • • • • • ... • • • • • • • • 305 - 633 -4490 • • . • ••• • • • • • • • MIAMI -DADE COUNTY, FLORIDA • • • • • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 •. • • • • • • •" ' (305) 375 -2901 FAX (305)375-29013 • • • • • _ • • • ••• • • 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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: Polypro® A11160 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. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 p.1 Apr 20 2007 3:44PM HP LASERJET FAX ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: Product Polypro® AHI60 Foampro® RTF 1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content N/A N/A Roofing Roof tile adhesive Polyurethane O -C: Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 000 0 O C 0 0 0 a0: 305 - 633 -4490 p.2 0 0 000 :0 0 c 0 0 0 0 O 0 py TOO 0 0 ' :00 J C ., This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in. Section 2 of this Notice of 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 compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Dimensions Test Product Description Specifications N/A TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Results 1.6 lbs./ft,' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsiFt 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158x'., I00% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04/13/06 Page 2 of 7 Apr 20 2007 3:44PM HP LASERJET FAX EVIDENCE SUBMITTED: • • • • . • • .•• • .. .. • • • .• • • • • • • • • • • • • ..• • • • • • • • • • • • • ••. • • • 1•• • • • • • • •• • • • • • • • • • • • • ••• • • • • • 305 - 633 -4490 Test Agency Test Identifier Test Nagne/R Date Center for Applied Engineering #/94 -00 • • • ' • - 'P.,S f Q 1 04/08/94 257818 -1PA •" • 7 10: 12/16/96 25- 743$,3 • • • • SS'IT! 11' 93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01= 6739- 0621[1] ASTM E 84 01/16/95 Trinity Engineering . 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109-7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AHI60 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / F': `2 W F'= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3of7 p.3 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (' rams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Apr 20 2007 3:44PM HP LASERJET FAX • •.• a • • • ••• • • • • 410 • •• ••• • • • • • • • • • • • ••• • • • • • • • • • ••• • 000 • • • • 305 - 633 -4490 p.4 . • • INSTALLATION: • • • • : • • • • • • 1. Polypro® AH160 may be used with anyroof tide assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH 160 shall be applied in compl'ianle VW, tha toritiOneU Application section and the corresponding Placement Details noted hereip. Wile agsembllj's adhesive attachment with the use of Polypro® A11160 shall provide giffi4ietit litlacimentittsMance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A11160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of This system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 Apr 20 2007 3:44PM HP LASERJET FAX • • •.• • • • ••• •. •• • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • ••. • • . • • • • • • ADHESn' PY.A jE1�IF TA$:l • SINGLE PA?ty • 305 - 633 -4490 p.5 1) Pt• encase adltesin to achieve 1T to 23 tlptkmg Zasy iai square inOa to contact van tt• pan lb etng plash •DidtuNot 2) Tun cone upside dam. Platte adhesive 112 lr, To 1 b. Fran outside sdgs at coves O. TAN Instill the the, Remo top -o0 ofbenw muse cow tie. Abetmsecond coma el pan alb Ensure ewe snd of pan and cons Ws re INsb etean Ina. Ease closure (baba snow) NHS through *Mk c nrd NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Rpr 20 2007 3:45PM HP LRSERJET FAX 305 - 633 -4490 • • ••. • • • •.• •• •• • • • •• •. • • . . • . . • • . • • • • ••• • • • • • • • • • • • • • • • ••• • • ••• • • • • • ••• • • . ... • • • ADIIEsIV$ $L's�iENTNT ETICI S INGLE PAttY •• • • • .. ••• • • • •. • • • •• • • • • • • • •• •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page6of7 p.6 Apr 20 2007 3:45PM HP LASERJET FAX 11x8 through plastic cement • r ; in. x3ln. Single paddy on under- laymen! Stripe paddy on bp of tile Single paddy under Ilia Paddy (between Me) Paddy (under tile) •• Eave course 2Irt Elk medium she paddy eave Fascia course only • • .•• • • • •.• • • • • • • • • • • • • • • ••• • • ••• • • • • ••• • ••• • • • • • • • ADEEnir i IV. 3 ID9UBLE PA'rrv' • •. • • •. • • .. • • .• • ••• • 305 - 633 -4490 p.7 •• • • Mall through plastic cement Single paddy enunderiayment Singhe paddy on top of the • Eave Cause Single paddy under We Single paddy between the Eave Closure 2 In. >I 1 In. medium Fesc� paddy cave course ony END OF THIS ACCEPTANCE eilltvouggplasticsefne Tt Undadayment 1 e t .elin. x 3 In. 91ngJe 4 tn. Paddy on under - tayment Single paddy on top of the Course Single paddy under the Single paddy between the 2ln. x i la medium eta paddy rave course only Fascia Waepbole Eave closure Drip edge NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 GEOTECHNI;CAL ,ENVIR9NMENTAL HYDROGEOLOGY ASB ESTOS Miami, December 05, 2000 Mr. Dave Conroy DIAMOND ROOFING 3991 SW 12 Court Ft. Lauderdale, FL 33312 Re: Permit # 47142 Existing Residence @ 345 NE 100 Street Miami Shores, FL Dear Mr. Conroy: Field Test Results are: Test No. Test Location 01 —51 F 52 —71 P 72 — 82C glIt min MOW er 1•061111 DYNATECH ENGINEERING CORP. In accordance with your authorization, DYNATECH ENGINEERING CORP., performed an uplift test in compliance with protocol PA -106 and the South Florida Building Code on December 05, 2000 at the above referenced project. Dynatech Engineering Corp., is a Certified Dade County Testing Agency. The purpose of our inspection was to determine the uplift capacity of the existing roof tiles for the one -story residence at the above referenced project. The subject roof consisted of a Spanish "S" roof tiles polyfoam set. On December 05, 2000 our field engineer visited the site and conducted (82) uplift test on the roof tiles at the locations indicated on the attached sketch. All tests were performed according to the South Florida Building Code Section 3404.3 and protocol PA -106 using a Humboldt scale model H -4620. The following is a summary of results: See Attached Diagram See Attached Diagram See Attached Diagram Field Uplift Pull Test > Than 40 LBS > Than 40 LBS > Than 40 LBS TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Test Result Passed Passed Passed 750 West 84 Street, Hialeah, FL 33014 -3618 ° Phone (305) 828 -7499 • Fax (305) 828 -9598 Page No. 2 345 NE 100 Street Sincerely yours, /O/ C Sz1 !rte Wissam aamani, P.E. DYN- ECH ENGINEERING CORP. Florida Reg. No 39584 Special Inspector No. 757 WN /no Test results were found in compliance with the South Florida Building Code and Protocol PA- 106. Pursuant to section 7.3.2. of PA -106 a copy of this report shall be forwarded to the building official for his final roof top inspection. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented here, reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. It has been a pleasure working with you and look forward to do so in the near future. Dynatech Engineering Corp. Client: DIAMOND ROOFING Scale: ' N.T.S. Project: 345 NE 100th Street, Miami Shores, 11,t Date: • N. •a /Oo sh «4 6. f) t I• O Y • 1e •r >v 6 11 >• I6 K 0 9 5. I / rice.% MD 14 4' MM 1.4 1f • P LOCATION 345 100th Street c ' C' ( 7 /(- GARBAGE TAX RECORD PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER ■ !� /i 1 40 / 10 d ti / /,, . 1 fl y 1/ �/k eR / /e • _� / - , . _ t+ / tt -d / 41 19 • , ?-— y/ I/ � /Y �aa a0 -3 s./,!/ 3/ t( / �y 3 oiyl y .2• c 2.,5 - 0 * .2.-r® )- < sr % 1- 9 V/ 1- a6 - sev 4 VY .# �o - Y �7 rY 0(74/ 32 p . r' � ./i i 1� r/ � .�.r�� f d T A so n- icy - 3? Yil ®� 6 /F,16 rt94°t / 4-7 1.9.6 A. - c , Cam, • _�� • �• <O) • , vy c;e h . � 1�- 1 so - �..r 5'• J-O 1- .'J 1- 4.0 '7_ 11 , ©-- 1949 /Y Oo / a- / A - ' ' / ' , . : - St 6 //' 9K J . ) ) ''k 1 tl ` 1 s'1Sfk 1950 /�.(JJ� ,/ 1Z- .� /- 5/ �i' f(- `- e ' i /1 '1. LOCATION 345 100th Street c ' C' ( 7 /(- GARBAGE TAX RECORD 345 N. E. 100th St. by M. q.Nee year annual tax period used / c2 45/ la"■54 amount paid date paid 1-13-51 !e" receipt /1 Date F PERMIT APPLICATION FOR MIAMI SHORES VILLAGE - Job Address y'� NE too Slut Folio 1 l J. b 0 I - 3 5 =� 7 v Legal Description L-4— 1 'b l 1 0 1 g3t1 k 1 1 Historically Designated: Yes No Owner/Lessee / Tenant 4'(-.Q..INi 0. 4 S O Master Permit # to/ / Owner's Address 1 .) L___ NO Phone — 1 S Contractin c01:7\ 0 G6\ CVC Address 9 1 61,0 I Z C Qualifier (\i\k e.A PhoneCc sZ %3--1 to State # cc_c_DS(070 Municipal # Square Ft. „d1 Ll A ncce lo IS" 100 Signature of owner and/or Condo Isider4 Date 6/54, oIary to • caner an&or Con 3o President Date My Co a�, siatqlscliketherine Gra:, . . Co # CC 843650 F. Expires July 20, 2003 % y'• � `�� Bonded Thru f ' Atlantic Bonding Co., Inc FEES: PERMIT /62 RADON APPROVED: Zoning Building Mechanical Competency # Estimated Cost (value) Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ' s s PAVING FENCE SIGN r WORK DESCRIPTION C �_:11i e— �. • �,� �_► �•:: WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YO it 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. Signature of Contractor or Owner - Builder 46100 Date 6 14 Date No : as to ' ontrac .r or Owner - Builder My Commi ion Expires: ,.. Mary Catherine Grace ;;Commission # CC 843650 s d' ! ; ik ?<c Expires July 20, 2003 - : Bonded Thru '• �? Atlantic Bonding Co., Inc. C.C.F. g. yo NOTARY BOND 3 TOTAL DUE - 7( lectrical Plumbing Engineering • NOTICE OF COMMENCEMENT A RECORDED. COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. 1. L gal description of property and street address: c_TD S Lod- , e AA Description of imp • vem 3. Owner(s) name and address: D Interest in property: pt A) V■.. ' Name and address of fee simple titleholder: 4. Contractor's name and address 6. Lender's name and address: i•-)) TAX FOLIO NO. f 3.2 DUD 1 35 00R356166 2000 JUL 25 09:14 • i ! 2 _ ItL _ 1 Z_ L-_— F 4- , L GL,L, Jib L i r Z 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: 1\--) 1 G\ Amount of bond $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provide by Section 71 3.13(1)(a)7.. Florida Statutes. Name and address: /l-) G\ 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: /L-) Gk 9. Expiration date of Lhis Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) (.l ). t-�ir• sgnsnRe a Ownp U Print Owners Name 'mei a 1 VO` Sworn to and subscribed before me this C-XDO Notary Public � V \OJ j @ + Print Notary's Name + ++ ry' e ; g J1Y Pj�!; .. My Commission Expires: ig Expires July 20,200 Or t''"' Atlantic Uondinr, Co., nc. or ?E iii d yeti ,eb /bo khg0 ®� al. ,q o Prepared by: Diamond Roofing Services, Inc 3991 SW 12 Court Ft. Lauderdale, F133312 • 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSID : ATIONS 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 tit_ owner the content of this form, The provisions of Chapter 34 of the South Florida Building Code (SF:sC) govern the minimum requirements and standards of the industry for roofing system installations. A,iditionally, the following items should be addressed as part of the agreement between the owner and tht contractor. The owner's' initial in the adjacent box indicates that the item has been explained. - 1? - 1 A ). Aesthetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the resistance and water intrusion performance s, tndards. 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 a.iaressed as part of the agreement between the owner and the contractor. ---. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck . ; usually concealed prior to removing the existing roof system) r) C_3. Common Roofs: Common roofs are those which have no visible delineation betwc tt neig boring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the . oofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be pe; r otmed. Exposed ceilings: Exposed. open beam ceilings are where the underside of the r 'Jf 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 ,,rovides the option of maintaining this appearance. . Ponding Water: The current roof system and/or deck of the building may not dram well and ma ay cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an ir. lication of structural distress and may require the review of a professional structural engineer. Ponding r,r_sy shorten the life expectancy and performance of the new roofing system.,. Ponding conditions may no.:ie evident until the original roofing system is removed. Ponding conditions should be corrected. IV'aL6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the -oof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may plock this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to insta, overflow scuppers in accordance with Chapter 23 of the SFBC. ' . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation '.hall not be reduced. It may be beneficial to consider additional venting which can result in extending ti service life of the roof. t. Owner'als Signature • Signature Date Contractor's Signature t. t Contractor's Name a \O N b �C ' Z `T A 0 0 S Job Address: U (Lo« Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof cRe- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') 10 so Sloped Roof Area (ft') Total (ft) Master Permit No. Exposure category (per ASCE 7 -88): G Building Classification category (per ASCE 7 -88 table 1): S ,zs.a,•re 9i99, P14. Ft. Ft. 4\ 1 Deck type: k)000 I/Q ATTACHMENT Fastener Type: SPACING N Field: t, Perimeter: Corner: DETAIL l & 2 • Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF CATEGORY ❑ (Nail -On Tile) ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 10 ru I - oCAS R 4 a (Mortar- Adhesive Set Tile) ROOF PLAN Ridge Ventilation? 1 4101U Deck type: MEAN ILEICHT Underlayment: Iniul I I 4 lo ,z ,zr p DETAIL 3 Append& "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 12• ROOF SLOP1 SLOPED SYSTEM DESCRIPTION tion: Fastener type & spacing: Cap Sheet: Roof Covering: I 'II( A 7 (4A4'6 6 " /2 0,-714 Agqo S•PPrims!I 6 Cer-eA+ R 6-0 \ 01" Drip edge: 5x TILE CALCULATIONS (Pmax 1: 72 X X (Aerodynamic Multiplier): o3 t ) M 5; L = M 1' PCA: 1 kligb (Pmax.:: 117 X • Acrodyndnth; eo 3\ m = m 3 1)( lo PCA: I OD (Pmax3: \\ x X (Aerodynamic Multiplier): ci 031 ) - M 5,2— = Mr3:1141, PCA: 11131q0 Page-2 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals 11JUL -10 -00 MON 02:49 PM ABC SUPPLY CO. , INC. { MIA11.4`1)Ar)I PI. ()DUCT CONTROL NOTICE OF ACCEPTANCE Picssat colic' Etc Tile 1340 S.W. 34 Avenue 1)c.r.: tieh1 )teach '[`he expense of such testing will be iucLlrrcd by the manufacturer. Ace; :•;qt: :nc,?! No.: 99-0803.06 (Revises No.: 98 -0901.07) Exil ires: (2/16/2002 Approved :12 / 16/ 1.999 FL 33442 1 of 8 1111:: tie pistil nddrecc: pastas .cterebuildingcodeonline.con FAX NO. 954 776 4525 P. 01 MIAMI -DADIE COUNTY. FLORIDA METRO -DADS FLAGLER BUILDING RUILDIN(: CODE COMPLIANCE OFFICE METRO -DADE NLAGLER BUILDING 140 WEST I"l.AG1J R STRI::lir, SUITE 1603 MIAMI, 1:LORIDA 33110.1563 (305) 375.2901 FAX (305) 375 -2908 CONTRACTOR LiCiiNSING SECTION (305) 375.2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375.2908 PRODUCT CONTROL, DIVISION Your n[.p11 cniioii for Product Approval of: (305) 375.2902 FAX (305) 372 -6339 PlOr etY 3 jflrt,:ic /r "S" nl�cic;; C;Ilapta 8 of the Code of Miami -Dade County governing thc use of Altercate Materials and Types of Coriitcuction, and completely described herein, has been recommended for acceptance by the Miami-Dade Comity Building Code Compliance Office (BC :CO) under the conditions specified herein. 'this Approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or rnlrtecial at anytirne from a jobsite or manufacturer's plant for quality control testing. lf 'thi, product or 1r. terial !ails to perform in thc approved manner, BCCO may revoke, modify, or suspend the u s : of well product or material immediately. BCCO reserves the right to revoke this approval, if it is dctr;rrnilwccl 13CCO that this prociuct or material fails to meet the requirements of the Soulli Florida Building Code. Raul Rodriguez Chief Product Control Division TIM IN THE COVE(iSI*EET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING COOLS & PRODUCT REVIEW COMMITTEE This 1.pplieation fo: Product Approval has been reviewed by the BCCO and approved by the Building Code and P;acluct Review Committee to be used in Dade County, Florida under the conditions set forth above. rare r scoff' nintana K.A. Director Miami -Dade County Building Code Compliance Office 11onupagct http :)fwww.buirdingcodconline.com JUL -10 -00 MON 02:50 PM ABC SUPPLY CO., INC. • PIONEER CONCRETE TILE; ACCEPTANCE No. : 9910803.06 SCOPE '1'ltis revises a roofing system using Pioneer Spanish 'S' Concrete Roof Tile, as manufactured Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Codc, 1994 Edition for Miarni -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall Ito dune as a moment based system. Category: Prepared Roofing Sub Category; High Profile Tile 2. PRODUCT DESCRIPTION It'latut f let I, re51_4y Jt�(1�dC�Y'1l Pionc4r Spanish 'S' .. l'rirn C'ieces l`r it .inproo(11 nntl Wale; S :ticld Tile Nails APPROVED ; December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: S'T'ANDARD CONDITIONS Ditnensinnc 1- 18" x „_ 9 7 /$ „ varying thickness 1.4 varies w = varies varying thickness 2,1 Components or products manufactured by others Iljrn •nsioul 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll Mitt. I Odx 3" Test Specifications PA 112 Test tipcci Gcations PA 104 PA 103 t'A 114 Appendix E 2 FAX NO. 954 776 4525 P. 02 Product Description Product Description PA 112 Nigh profile, interlocking, one.piece, 'S' shaped, extruded concrete roof tile equipped with two nail holes and a single roil. For direct deck nail -on, mortar set, or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Manufacturer Singic ply, nail -en Protect -O -Wrap, underlayment with 2" self inc. adhering top edge. (with current NOA) Self - adhering undcrlaymcnt W.I. Grace Co. (with current NOA) Corrosion resistant screw nr r �_�,;�eric smooth sha •. n - �`' Fran Zuloaga, RRC Roofing Product Control Examiner JUL -10 -00 MON 02 :50 PM ABC SUPPLY CO., INC. a r(o.yE11,1i CONCRFTE TILE Pro Tito Screws Roof Tile Mortar (" leTiteY' ") Roof 'I Ile Mortar ( "Quikreler) Roof Tile Mortar .K1140 ") I;cn�f 'l'i141':lorttr ( "tIONSA[.S0 Roof Cite 141ortar Mix ") Roof Tile. Adhesive ( "1'olypro A11160") Roof 'file Adlttsive ' ik13onr1 l 1urrica:tc Clip Rc Fasteners LIMITATIONS Nn "lcE OF ACCEIL ANCE: STANDARD CONI)ITIOM 1)imcnsior�s tax 2 VI" Tong 0335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Factory premixed canisters Clips Min. %" width Min. 0.060" thick Clip Fasteners Min. 8d x I ''A" Test Sprecifications PA 114 Corrosion resistant, coated, Appendix E square drive, galvanized, coarse thread wood screws PA 123 PA 123 PA 123 See PCA Scc PCA PA 114 Appendix E 3 FAX NO. 954 776 4525 ACCEPTANCE No.: 99- 0503.06 APPROVED EXPIRES Product Description Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tilo applications. Prepared mortar mix designed for mortar sct roof tilt applications. Two component polyurethane adhesive dcsigncd for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. 3,1 Fire classification is not part of this acceptance. 3. For mortar or adhesive set tile applications, a static •Geld uplift test shall be performed in accordance %vith RAS 106, .� generic P. 03 : December 16, 1999 :December 16, 2002 Alanufacturcr ficrmuda Roof Company, Inc. with current PCA Quikrcte Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) Generic ..-- kcank zuloaga, RRC Roofing Product Control Examiner a JULT0 -00 MON 02:51 PM ABC SUPPLY CO. , INC. I'lQNFA?.R cove :RETE,_i•YIJE 3.3 3,4 3,5 3.6 3.7 4.2 Data For Attachment Calculations 4 FAX NO. 954 776 4525 P. 04 ACCEPTANCE No.: 99- O803.4 APPROVED : December 16, 1999 EXPIRES :December 16, 2002 NO:110E OF ACCEPTANCE: STANDARI) CONDITION, Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall be subrnitted to the Building Code Compliance Office for review, Minimum underlaymcnts shall be in compliance with the applicable Roofing Applications Standarcls listed section 4.1 herein. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlaymcnt material manufacturers publisltcd literature. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. May be installed on slopes 7:12 and greater. 1. INS'T'ALLATION 4.1 Pioneer Spanish 'S' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 1 18, RAS 119, and RAS 120. Table 1: Aerodynamic Multipliers -X (ft') __. Tile 7. (ft') _ Profile Direct Deck Application t'�, r Srani; t1'6' 0.263 __ T : Restoring Moments due to Gravity - M. (ft -lbf) — -- WIT - i to — 3 " :12" 4":12" 5 ":17" 6 " :12" l' orile c'iciriecr Direct Deck DirectDeck DirectDeck DirectDeck t.irmnistt 'S' 8.53 8.44 8.27 8.07 DirectDeck 7.84 Frank 2uloaga, RRC Roofing Product Control Examiner 7 " :12" JUL -10 -00 MON 02:52 PM ABC SUPPLY CO., INC. t'l /p1E CONCRETE TILE ACCEPTANCE No. L29- 0803.06 APPROVED : December 16, 1999 EXPIRES :December 16, 2002 Pronner Spnrni5It 'S NOTICE OP ACCEPTANCE: STANDARD CONDITIONS Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Fastener Type Profile 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 .#6 Screw 2 . #8 Screws 1 -10d Smooth or Screw Shark Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nits (Eave Clip) 4 Seo manufacturer, component approval for installation requirements. ,f F leriblo Products Company Tile[Jond Average weight per patty 10.7 grams. Pofyfoarn Product, Inc. Average weight per patty grams. FAX NO. 954 776 4525 P. 05 Direct Deck (min 15132" plywood) 28.6 5.1 6.9 20.T 43.2 23.1 29.3 27.6 38.1 2 -10d Ring Shank Nails' j 33.1 1 Int,t:rllation with a 4" lile he,idlap,and felslemers aro located a min. of 2W front head of tire, Direct Dock (min. 19132" plywood) 41.2 G.6 9.2 20.7 43,2 23.1 20.3 27.G 38.1 43.1 Table 4: Attachment Resistance Expressed as a Moment Nl (ft -Ibf) for Two Patty Adhesive Set Systems _ life Tile Application Minimum Attachment Profile Resistance 1'ion . r Spanish 'S' Adhesive 20.3' Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for S_ inglc Patty Adhesive Set Systems _ _ Tile A lication T llc� pp Minimum Attachment Profile Resistance f'ioi leer Spanish 'S" Polyfoam PoyPro'M - " Polyfoarn I'u�f`ruTU ` _ __ 3-0 7 l_arvLarklx pincernerit of 63grarns of flotyPro^'. 'Me pla wrncr it of 24Eanrs of PolyProT", t aluloaga, RRC Roofing Product Control Examiner JUL -10 -00 MON 02:52 PM ABC SUPPLY CO., INC. FAX NO. 954 776 4525 P. 06 I'IO_NI?ER CONCRETE PLE ACCEPTANCE No. ; _29-Q803.06 APPROVED : December 16, 1999 EXPIRES :December 16, 2002 I OT1CF OF ACCEPTANCE: STANDARD CONDITIONS Table 40: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) _�,__ for Mortar Set Systems T ale Tile Attachment _ rrofito Application Resistance Pioneer Spanish 'S' Mortar Set 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami - Dade County Product Control Approved ". 6. BUJII,DING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Accepiancc. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (81'13C) in order to properly evaluate the installation of this system. 6 3; Luloaga, RRC Roofin; Product Control Examiner JUL -10 -00 MON 02:53 PM ABC SUPPLY CO., INC. T.),N61 it_CON TIhE ACCEPTANCE No. : 99- 8803.06 AI'I'ROVED : December 16, 1999 EXPIRES :December 1 G, 2002 N(Yfl . OF ACCEPTANCE: STANDARD CONI)IIIONS PROFILE DRAWINGS 7 FAX NO. 954 776 4525 P. 07 PIONEER SPANISII 4 S' CONCRETE ROOF TILE • Frank 2uloaga. RRC Roofing Product Control Examiner JUL -10 -00 MON 02:53 PM ABC SUPPLY CO., INC. A FAX NO. 954 776 4525 P. 08 rJc y..ti;f I2 c NCItuI'r? TILr ACCEPTANCE No. : 99To$03_I6 APPROVED • December 16, 1999 EXPIRES :December 16, 2002 N01'KT QF_A :4,14 TAIYCE: STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, stair,, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. 1.cn :tls 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. (f the Acceptance holder has not complied with all the requirements of this acceptance, including the comet 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 teguested (through the filing or a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptanc- e. 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. ti. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 1. 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 in ,fiction at the job site at all time. The engineer need not reseal the copies. 1 . Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END Ole 'J'IItS ACCEP`I'ANc 8 Frank Zuloaga, RRC Roofing Product Control Examiner METRO -DADS PRODUCT CONTROL NOTICE OF Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, TX. 77383 ACCEPTANCE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 31'5 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Polyfoam Products "Polypro AH -160" Roof Tile Adhesive under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: The Center for Applied Engineering, Inc. and Miles Laboratories Polymers Division has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on page 15. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 98- 0303.02 Renews: 96- 0402.02 EXPIRES: 04/16/01 aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPROVED: 04/16/98 1 Internet mail address: postmaster @buildingcodeonline.com • Charles Danger, P.E. Director Building Code Compliance Dept. Miami -Dade County Homepage: http://www.buildIngcodeonlIne.com POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Applicant: Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383 -1132 Category: Roofing Component Sub - Category: Fastening/Adhesive Type: Roof Tile Adhesive Sub -Type: Two Component Polyurethane Polyfoam Products, Inc., produces two- component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AH160 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayment materials. Polypro® adhesive is applied with proprietary Foampro® RTF1000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro® RTF1000 dispensing equipment. Alternative methods of dispensing will require a revision to this approval. PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COMPONENT APPROVAL Contact: Polypro® adhesive shall be applied only by 'Qualified Applicators', licensed by Polyfoam Products, Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. System Description Pat Murray P.O. Box 1 132 Spring, Texas 77383 -1132 Phone: (713)350 -8888 Fax: (713)288 -6450 Page 2 of 15 A Product Control No.: 98- 0303.02 Approval Date: April 16, 1998 Expiration Date: April 16, 2001 Frank Zuloaga, RRC Roofing Product Control Examiner 'POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Foampro® RTF1000 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Prod uct Dimensions Specifications Description Polypro ®AH160 N/A PA 101 Two component polyurethane N/A See Detail Attached Dispensing Equipment Page 3 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Product Underlayment Roof Tile TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Criteria Product Description PA 120 All Dade County Component Approved products as detailed in Dade County Application Standard PA 120 PA 101 All Approved roof tile systems having tested in compliance with Dade County Protocol PA 101, as detailed in the systems section of this Component Approval Page 4 of 15 Manufacturer. All Dade County Approved Products All Dade County Approved Products Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Test Agency TEST REPORTS Test Identifier Test Name/Report Date Center for Applied #94 -060 Miami Dade Protocol 04/08/94 Engineering PA 101 Center for Applied 257818 -1PA Miami Dade Protocol 12/16/96 Engineering PA 101 Center for Applied 25- 7438 -3 SSTD 11 -93 10/25/95 Engineering Center for Applied 25- 7438 -4 SSTD 11 -93 10/25/95 Engineering Center for Applied 25- 7438 -7 SSTD 11 -93 11/02/95 Engineering Center for Applied 25 -7492 SSTD 11 -93 12/12/95 Engineering Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, 9637 -92 ASTM E 108 04/30/93 Inc. Southwest Research 01- 6743 -011 ASTM E 108 11/16/94 Institute Southwest Research 01- 6739- 062b[1] ASTM E 84 01/16/95 Institute Trinity Engineering 7050.02.96 -1 PA 114 03/14/96 Page 5 of 15 4 Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 TYPICAL PHYSICAL PROPERTIES Property Test Density ASTM D 1622 1.6 lbs. /ft.' Compressive ASTM D 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor ASTM E 96 3.1 Perm / Inch Transmission Dimensional ASTM D 2126 +0.07% Volume Change @ -40 F., 2 Stability weeks +6.0% Volume Change @15M., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. Page 6 of 15 Results Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 SYSTEMS Deck Type: Wood, Non - insulated, New Construction/Reroof Deck Description: 15 /32" or greater, plywood or wood plank. SYSTEM A: Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Underlayment: Shall comply with Miami -Dade Roofing Application Standard PA 120 Roofing Tile: A Any roof tile assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tile assembly NOA. Comments: 1. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Page 7 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 SYSTEMS (CONTINUED) Deck Type: Concrete, New Construction/Reroof Deck Description: New construction SYSTEM B: Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Underlayment / Install Approved underlayment system of one of the following: Waterproofing: Underlayment: (30/90 Hot Mop) fully adhered in a full mopping of ASTM D 312 type IV asphalt applied within the EVT range. Back nailing and laps shall be in compliance with Roofing Application Standard PA 120. Roofing Tile: Comments: Any liquid applied roofing system having a current NOA for its use as a tile underlayment system. Any roof tile assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tile assembly NOA. 1. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval or waterproofing component Roofing Component Product Control. Approval shall apply, as applicable. Page 8 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Two -Piece Barrel #1 'S' Shaped #2 Double Roll #3 • Flat #4 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 COMPONENT APPLICATION 1. Polypro® AH160 tile adhesive shall only be applied over an underlayment installed in compliance with application instructions detailed in its NOA.. Underlayment may be any underlayments or underlayment systems listed Miami -Dade County Roofing Application Standard PA 120. 2. Adhesive application shall be in accordance with the instructions provided herein. Tthe manufacturer may provide additional instructions subsequent to this approval date which may prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 3. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.08 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved without revision of NOA. 4. Adhesive shall be dispensed in a 17 in' to 23 in' pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires a specific placement, as noted in Table 1, below 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has been dispensed. Page 9 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 SYSTEM LIMITATIONS 2. Polypro® AH160 adhesive shall be installed only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. 3. For adhesive set tile applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Miami -Dade County Roofing Application Standard PA 106, shall be required not less than 72 hours after application to confirm tile adhesion. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with NOA. 5. Refer to tile Roof Tile Assembly Product Control NOA for system acceptance with this Component. 6. Refer to the Prepared Roof Tile Assembly for fire rating. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Polypro® AH160 shall be applied with Foampro RTF1000 dispensing equipment only. 9. Polyfoam Products Inc. shall supply Building Official with a list of 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. Page l0 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Und.rlaym.nt 2) Turn covers upside down. Place Adh.ahe 112' to 1' from the outside .dpe of cover tile. Then install tile. 1)Place enough adhesive to achieve 17 to 23 sq. Inch.* In contact with the pan tile. Remove top portion of the saw. coon. tile. Abut to second course of pan tilos. Ensure save end of pan and cover tiles are flush at cave line. Eave closure (mortar shown) PLACEMENT DETAILS o Product Control No.: 98- 0303.02 Nall throe* plastic cement (when required by cod.) Optional 2x4's for steep pitch appllealloru. Fascia Board Placement Detail #1: Two -Piece Barrel Profile Page 11 of 15 Optional point -Up Mortar on Longitudinal .dg.. of tile. Sheathing Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Nall through plastic cement (when required by code) PLACEMENT DETAILS (CONTINUED) Underlayment Placement Detail #2: 'S' Shaped Tile Profile Page 12 of 15 Apply enough adhesive to achieve 17 to 23 square Inches In contact 'With the *11s. Lave closure Product Control No.: 98- 0303.02 Fascia board Drip Edge • Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Nail through plastic cement (when required by code) Underlayment App1r ewoegh adhes to addmr 1T -2� egear I nches e ewtaet with t he til <I1/4Y#> w Closure Faacla Eave Course PLACEMENT DETAILS (CONTINUED) lave course any, keep adhesive Approdmatk y t• ep from weepholee. Placement Detail #3: Double Roll Profile Page 13 of 15 Product Control No.: 98- 0303.02 Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Mall through plastic cocoon! (wh.n required by cod.) Und.rioym.nt Eay. Course PLACEMENT DETAILS (CONTINUED) Eay. course only, K..p adh.sIv. approxlm.tl.y 4' up from w..phoi.s Placement Detail #4: Flat Profile Page 14 of 15 Product Control No.: 98- 0303.02 Apply enough adh.siv. to achieve 17.23 square Inch.. In contact with the tile. Eay. Closure Fascia • ran n Zuloaga, RRC Roofing Product Control Examiner • POLYFOAM PRODUCTS, INC. Product Control No.:' 98- 03.03.02 Polyfoam Products, Inc. ACCEPTANCE NO: 98- 0303.02 2400 Spring - Stuebner Road APPROVED : April 16, 1998 Spring, TX 77383 EXPIRES : April 16, 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 15. END OF THIS ACCEPTANCE Page 15of15 Frank Zuloaga, RRC Roofing Product Control Examiner r A METRO -D METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 375.2908 Tamko Roofing Products, Inc. PRODUCT CONTROL DIVISION 220 West Fourth St. (305) 375 -2902 P.O. Box 1404 FAX (305) 372.6339 Joplin, MO 64801 (Your application for Product Approval of: Tamko Modified Bitumen Roofing Products and Systems over Wood Decks under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Factory. Mutual Research Corporation, Unden'riters Laboratories, Inc., Dynatech Engineering, 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 -19 and the standard conditions on page 20. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify. or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer ACCEPTANCE NO.: 97- 0916.11 Revises:95- 0720.02 7 EXPIRES: 1001/01 Raul Rodriguez Product Control Division Supervisor THIS IS THE'COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade Cou Florida under the conditions set forth above. /7 ^ ' / i // / APPROVED:10 /0I /9S 1 Charles Danger. P.E. �l Director Building Code Compliance Dept. Miami -Dade County Internet mail address: postmasterebuildingcodeonline cnm i Hnmenanr• htt:'i• /rwww huildingrnrIpnnline rnm • TAMKO ROOFING PRODUCTS, INC. PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: Tamko Roofing Products, Inc. 220 West Fourth Street P.O. Box 1404 Joplin, MO 64801 Catenorv: Sub - Category: Tvpe: Sub -Tvpe: Product Awaplan 170 FR Awaplan 170T" Awaplan Heat \VeldingTM Awaplan Premium FRT" Awaplan PremiumT" Membrane Roofing System Built -Up Roofing Modified Bitumen SBS /APP TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions Roll weight: 98 lbs.; 33' 11 " 3 Roll weight: 9S lbs.; 33' 1 1 " x 3 9 3 Roll weight: 96 Ibs.;25'5 "x39 3 Roll weight: 101 lbs. ;33' II "x39 3 Roll weight: 101 lbs.; 33' II" x 39 Test Specification ASTM D 5147 ASTM D 5147 ASTM D 3 147 ASTM D 5147 ASTM D 5147 Page2of20 Product Control No.: 97- 0916.11 Product Control No.: 97- 0916.11 Approval Date: 10/1/93 Expiration Date: 10 /01 /01 Product Description A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt op cold adhesive. A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with Granules. Applied in hot asphalt or cold adhesive. A 250 g /rn= polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m= polyester reinforced modified bitumen membrane surfaced with Granules. Applied by hot asphalt and also used as a walkway material. A 250 g /m= polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. and also used as a walkway material. Frank Zuloaga, RRC 1 Ronfin' Product Control Fyaminer TAMKO ROOFING PRODUCTS, INC. Awaflex Product . Awaflex FR Awaplan Versa - Smooth Awaplan Versa -Flex Roll weight: 76 Ibs; ASTM D 5147 33' 1I" x 39 -3/8" Base -N -Ply® Glass- BaseT" Tam -CapT" Tam -Glass PremiumT" Tam -Ply IVT" Dimensions Roll weight: 761bs; ASTM D 5 147 35.9' x 36" Roll weight: 76 lbs; ASTM D 5147 35.9' x 36" Roll weight: 100 ASTM D 5147 Ibs. 33' 1 I " x 39 Roll weight: 72 Ibs.; 108' x 36" Roll weight: 72 lbs.; 108' x 36 "; Roll weight: 83 Ibs.; 36' x 36" Roll weight: 53 lbs.: 180' x 36" Roll weight: 44 lbs.; 180' x 36" Type 43 Base Sheet Roll weight: 85 lbs.; 72' x 36" Test Specification ASTM D 4601 ASTM D 4601 ASTM D 228 Type I ASTM D 217S Type VI ASTM D 2178 Type IV ASTM D 2626 Page 3 of 20 Product Control No.: 97- 0916.11 Product Description SBS modified cap sheet constructed with a 1 »gm /m= non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. SBS FR modified cap sheet constructed with a 155gm /m= non - woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. A ISO EL/M" polyester reinforced SBS modified bi :umen membrane. Applied in hot asphalt. by torch. or mechanically fastened, as a base ply in 2 ply modified systems. A 190 21nt nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen buih- up roofing. Type II asphalt impregnated and coated ;lass fiber base sheet for use in conventional and modified bitumen built - up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing,. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Frank Zuloaga, RRC Rnnfinr' Prndncr Control Fvlminur TAMIKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 Product Vapor-ChanTM Versa Flash 160 Versa -Base FRT" Versa- BaseTM Versa -Cap FRT" Tam -Pro Fibered Emulsion Tam -Pro Primer Tam -Pro Fire Rated Fibered Aluminum Roof oating Test Acency/Identifier Factory Mutual Research Corporation 5 gallon 5 L'allons Dimensions Roll %veight: 86' lbs.; 36' x 36" Roll weigh[: 89 Ibs; 33'4" x 36" Roll weight: 60 lbs.; 54' x 36" Roll weight: 94 Ibs.; 54' x 36" Roll weight: 87 Ibs. ;36'4 "x36" 5 gallon Test Specification ASTM D 4897 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 1227, type I V ASTM D 41 ASTN1 D2S24. Flame retardant protective coating type 1 1 1 EVIDENCE SUBMITTED Name Class 1 Fire: 1 -90 Windstorm Classification Class I Fire; 1 -90 Windstorm Classification Class 1 Fire; 1 -90 Windstorm Classification Class I Fire; 1 -90 Windstorm Classification Class 1 Fire; 1 -90 Windstorm Classification Class I Fire; 1 -90 Windstorm Classification Page 4 of 20 Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Flashing material reinforced with 180 g/m polyester mat saturated with asphalt and coated on both sides with Kraton SBS rubber modified asphalt; surfaced with ceramic granules for protection from ultraviolet degradation. Asphalt impregnated and coated _lass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. A fiberglass reinforced, mineral surfaced. SBS modified bitumen top membrane. Protective coating. Asphalt based primer Report J.I. 0Q8A7.AN1 J.I. I K?A9.AM J.I. OFOA7.AM•1 J.I.IXIA3.AM J.I.2T0A2.A`1 Product Description Date 10.04.90 11.27.85 07.0S.S 1 07.19.93 01.21.91 Frank Zuloaea, RRC Roofing Product Control Examiner TAMKO ROOFING PRODUCTS, INC. Test Asencv/Identifier Southern Building Code Congress International Tamko Letter Underwriters Laboratories, Inc. Dynatech Engineering Corporation Exterior Research & Design, LLC. Name Comparative Rupture Testing Class 1 Fire Class 1 Fire: 1 -90 Windstorm Classification Class 1 Fire; 1 -90 Windstorm Classification Wind Uplift and Fire Classification Certified Physical Property Data Fire Classification -- see current directory Wind Uplift Resistance Wind Uplift Testing Wind Uplift Testing Wind Uplift Testing Paste 5 of 20 J.1. 4D0A7.ANI J.1. OZ4A3.AN1 J.I. 1 D4A7.AM Ja. 3B5A9.AN1 Product Control No.: 97- 0916.11 Report #8318 R3225 R3225-1 through 13 4440.05.95 -2 4440.05.95 -1 4444.06.98 -1 Date 10. 1.98 OS.27.97 10.20.97 08.27.978 0110.83 07.13.81 Published Annually 02.17.94 05.01.95 05.01.95 06.1 5.98 Frank Zuloas:a, RRC Roofint Product Control Examiner TAMKO ROOFING PRODUCTS, INC. SYSTEMS Deck Type I I: Wood. Insulated, New Construction Deck Description: 19 /32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened: all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: Fastening: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: (Option #1) Attach anchor sheet using I 1 ga. annular ring shank nails and 1 -5 /S" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two stawgered rows in the center of the sheet. ( -52.5 psf, See General Limitation #7.) (Option #2) Attach anchor sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. ( -60.0 psf, See General Limitation #7.) Insulation Fastener Fastening Fasteners Fastener Base Laver Type Detail No. Per Board Density One or more lavers of any of the following insulations: Approved Type(s): ACFoam I1 Minimum: 3' x 4' x 1. N/A Approved Type(s): E "NRG "Y -2, PSI -25 Minimum: 3' x 4' x 1.4" N/A Approved Type(s): UltraGard Gold Minimum: 3' x =t' x 1.3" N/A N/A N/A N/A Approved Type(s): Celotherm, ConPerl, GAFTEMP Permalitc, Fesco Board Minimum: 2' x 4' x 3 /4" N/A N/A N/A Approved Type(s): High Density Wood Fiberboard, Structodek FS Minimum: 2' x 4' x' /_" N/A • N/A Page 6 of 20 Product Control No.: 97- 0916.11 N/A N/A N/A N/A N/A N/A Insulation • Fastener Fastening Fasteners Fastener Base or Top Laver Tvpc Detail No. Per Board Density N/A N/A N/A Frank Zuloaga, RRC Roofing Product Control Examiner TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 Base Sheet: Ply Sheet: Membrane: Surfacing: Note: All insulation shall be adhered to the anchor sheet in full mappings of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs. Please refer to Miami -Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as base layer only shall be used only as base lavers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. One ply of Tam -Ply IV, Tam -Glass Premium, Glass -Base, Base -N -Ply, Versa - Base, Versa - Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One, two, three or four plies of Tam -Glass Premium, Tam -Ply IV, Base -N -Ply, Awaplan VersaFlex, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Awaplan Premium, Awaplan Premium FR. Awaplan 170, Awaflex, Awaflex FR.. Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Optional for mineral surfaced Membranes. Required for smooth surfaced membranes: I. 400 lb. /sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam -Pro FR Aluminum Coating. Henry 520, or Karnak 97AF applied at I'/ gal. /sq.. or Grundy Fibered .Asphalt Emulsion, or Tarn-Pro Fibered Emulsion at 3 gal. /sq. Maximum Design Pressure: See Anchor Sheet Fastening Options above. Maximum Fire Classification: '• See General Limitation #1. Maximum Slope: See General Limitation #l. Page 7 of 20 Frank Zuloaga. RRC Rnnfinr' Prnduct ('nntrnl Examiner • TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 Deck Type 11: Wood. Insutaied, New Construction Deck Description: 19 /32" or greater plywood or wood plank System Type B(1): Base layer of insulation mechanically fastened; optional top layer adhered %with approved asphalt. All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener Base Laver Tvpe Detail No. Per Board Density Approved Type(s): ACFoam II Minimum: 3' x 4' x 1.2" Dekfast S [2] Minimum: 3' x 4' x 1.2" Olympic S [2] Minimum: 3' x 4' x 1.2" Roofgrip S [2) Minimum: 3' x 4' x 1.2" Tru -Fast S [2] Minimum: 3' x 4' x 1.4" Dekfast S [2] Minimum: 3' x 4' x 1.4" Olympic S [2] Minimum: 3' x 4' x 1.4" Roofgrip S (2] Minimum: 3' x 4' x 1.4" Tru -Fast S [2] Approved Type(s): E "NRG "Y -2, PSI -25 Minimum: 3' x 4' x 1.4" Dekfast S [2] Minimum: 3' x 4' x 1.4" Olympie•S [2] Minimum: 3' x 4' x 1.4" Roofgrip S [2] Minimum: 3' x 4' x 1.4" Tru -Fast S [2] Approved Type(s): Hy -Therm White Line Minimum: 4' x 4' x 1.2" Dekfast S [3) Minimum: 4' x 4' x 1.2" Olympic S [3] Minimum: 4' x 4' x 1.2" Roofgrip S [3] Minimum: 4' x 4' x 1.2" Tru -Fast S [3] Approved Type(s): UltraGard Gold Minimum: 3' x 4' x 1.3" Dekfast S [2] Minimum: 3' x 4' x 1.3" Olympic S [2] Minimum: 3' x.4' x 1.3" Roofgrip S [2] Minimum: 3' x 4' x 1.3" Tru -Fast S [2] Approved Type(s): ACFoam Composite Minimum: 4' x 4' x 1.5" Dekfast S [3] Minimum: 4' x 4' x 1.5" Olympic S [3] Minimum: 4' x 4' x 1.5" Roofgrip S [3) Minimum: 4' x 4' x 1.5" Tru -Fast S • [3] Page 8 of 20 6 1:2 ft.' 6 I:2 ft. 6 1:2 ft.' 6 I :2 ft.' 3 :4 IC 3 1:4 ft.' 3 1:4 ft.' 3 1:4 ft.' 6 1:2 ft.' 6 1:2 ft.' 6 1: ft.' 6 I:2 ft.' 8 1:2 ft. S 1:2 ft.' S 1:2 ft.' S 1:2 ft.' 6 1:2 ft. 6 1:2 ft.' 6 I : 2 ft.' 6 I :2 It.' 4 4 4 4 :4 ft. :4 ft. :4 ft.' :4 ft. Frank Zuloaea, RRC Rnnfinc• Prnrliict Control Fx miner TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 Approved Type(s): Celotherm, ConPerl, GAFTEMP Permalite, Fesco Board Minimum: 2' x 4' x 1" Dekfast S (1] 4 1:2 ft.' Minimum: 2' x 4' x 1" Olympic' S [I] 4 1:2 ft.' Minimum: 2' x 4' x 1" Roofgrip S [1] 4 1:2 ft.' Minimum: 2' x 4' x I" Tru -Fast S [1] 4 1:2 ft.' Approved Type(s): Armor Board Regular, Esgard, Cclotcx Fiberboard, GAFTENIP Fiberboard, Huebert Fiberboard, Kop -R Wood Fiber Minimum: 2' x 4' x I" Dekfast S [ 1 ] 4 1:2 ft.' Minimum: 2' x 4' x 1" Olympic S [1] 4 1:2 ft.' Minimum: 2' x 4' x I" Roofgrip S [ 1 ] 4 1 :2 ft.' Minimum: 2'x4'x Tru -FastS [1] 4 1:2 ft.' Approved Type(s): Structodek Minimum: 8' x 4' x 1" Dekfast S [4] 16 1:2 ft.' Minimum: 8' x 4' x 1" Olympic S [4] 16 1:2 ft.' Minimum: 8' x 4' x 1" Roofgrip S [4] 16 1:2 ft.' Minimum: 8' x 4' x 1" Tru -Fast S [4] 16 1:2 ft.' Note: Base laver shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels arc used the number of fasteners per board shall be increased maintaining the same fastener density (Sec Miami -Dade County Roofing Application Standard PA 117 for fastening details). Insulation Fastener Fastening Fasteners Fastener (Optional) Top Laver Type Detail No. Per Board Density. Approved Type(s): CeloTherm, ConPerl, GAFTEMP Permalitc, Fesco Board Minimum: 2' x 4' x N/A N/A N/A N/A Approved Type(s): ACFoam Composite Minimum: 4' x 4' x 1.5" N/A N/A N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the ENT range and a rate of 20-40 lbs. Please refer to Miami -Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as Base Laver only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanuratc side facing down. Base Sheet: One ply of Tam -Ply IV, Tam -Glass Premium, Glass -Base, Base -N-Ply, Versa - Base. Versa - Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Page 9 of 20 Frank Zuloaga. RRC Pn'finn Prni,irt r'nntml Fv.nminer TANIKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 PIy Sheet: Membrane: Surfacing.: (Optional) One, two, three or four plies of Tam -Glass Premium. Tam -Ply IV. Base -N -PIy, Awaplan VersaFlex, or Versa -Base adhered with a full mopping_ of approved asphalrapplied within the EVT range and at a rate of 20 -40 lbs. /sq.. Awaplan Premium, Awaplan Premium FR, Awaplan 170. Awaflex. Awaflex FR.. Awaplan 170 FR, Awaplan Versa - Smooth. Awaplan VersaFlex. or Versa -Cap FR adhered with a full mopping of approved asphalt applied .within the EVT range and at a rate of 20 -40 lbs. /sq.; or Awaplan Heat Welding or Versa- Smooth adhered by torch. Optional for mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq.. 2. Tam -Pro FR Aluminum Coating, Henry 520, or Karnak 97AF applied at 1'/ g.al. /sq., or Grundy Fibered Asphalt Emulsion, or Tam -Pro Fibered Emulsion at 3 gal. /sq. Maximum Design Pressure: -45 psf (See General Limitation 49.) Maximum Fire Classification: See General Limitation 4'1. Maximum Slope: See General Limitation g I. Page I 0 of 20 Frank Zuloa_a. RRC Roofing Product Control F'aminer • TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19/32" or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type B(2): Base layer of insulation mechanically fastened; top layer adhered with approved asphalt. • All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener Base Laver Type Detail No. Per Board Density Approved Type(s): ACFoam II, E'NRG'Y -2, PSI -25 Minimum: 4' x 4' x 1.5" Olympic S [3] Minimum: 4' x 4' x 1.5" SFS Insulfixx S [3] Base Sheet: Ply Sheet: Page I I of 20 12 12 1:1.33 ft.: 1:1.33 ft.: Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density_ (See Miami -Dade County Roofing Application Standard PA 117 for fastening details). . Insulation Fastener Fastening Fasteners Fastener To Laver Tvpc Detail No. Per Board Density Approved Type(s): Cclotex High Density Wood Fiberboard Minimum: 2' x 4' x' /" N/A N/A N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20 -40 lbs. Please refer to Miami -Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as Base Layer only shall be used only as base layers with a second laver of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. One ply of Tam -Ply IV. Tam -Glass Premium, Glass -Base. Base -N -Ply, Versa - Base, Versa - Smooth, Awaplan VersaFlex. or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One, two, three or four plies of Tam -Glass Premium. Tam - Ply IV, Base - - Ply, Awaplan VersaFlex. or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Frank Zuloaca. RRC Pnnfim" Prndurt Cnntrnl Fv:tminer t TANIKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 Membrane: Surfacing: Awaplan Premium. Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR.. Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 IbsJsq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Optional for mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb. /sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq.. 2. Tam -Pro FR Aluminum Coating, Henry 520, or Karnak 97AF applied at 11/2 gal. /sq., or Grundy Fibered Asphalt Emulsion. or Tam -Pro Fibered Emulsion at 3 gal. /sq. Maximum Design Pressure: -60 psf (See General Limitation #7.) Maximum Fire Classification: See General Limitation #1. Maximum Slope: See General Limitation 4'1. Page 12 oil() Rnnfinr Pmrinrt Cnntrnl Fviminor TAMKO ROOFING PRODUCTS, INC. Deck Type 1I: Wood, Insiitated, Construction Deck Description: 19/31" or greater plywood or wood plank System Type C: All layers of insulation simultaneously mechanically fastened. All General and System Limitations apply. One or more layers of any of the following insulations: Approved Type(s): Hy -Therm White Line Minimum: 4' x 4' x 1. N/A Approved Type(s): UltraGard Gold Minimum: 3' x 4' x 1.3" N/A N/A N/A Page 13 of 20 Product Control No.: 97- 0916.11 Insulation Fastener Fastening Fasteners Fastener Base Laver Tvpe Detail No. Per Board - Density Approved Type(s): ACFoam II Minimum: 3' x 4' x 1.2" N/A N/A N/A N/A Approved Type(s): E "NRG "Y -2, PSI -25 Minimum: 3' x 4' x 1.4" N/A N/A N/A N/A N/A N/A N/A N/A Note: All layers shall be simultaneously attached; see top layer below for fasteners and density. Insulation Fastener Fastening Fasteners Fastener To Laver Tyne Detail No. Per Board Density Approved Type(s): Cclotherm, ConPerl, GAFTEMP Permalite, Fcsco Board , Minimum: 2' x4' x 1" Dekfast S [1] 4 1:2 ft.' Minimum: 2' x 4' x I" Olympic S [ 1 ] 4 1:2 ft.' Minimum: 2' x 4' x I" Roofgrip S (1) 4 1:2 ft.' Minimum: 2' x 4' x I" Tru - Fast S [1] 4 I:2 ft.' Approved Type(s): Armor Board Regular, Esgard, Celotex Fiberboard, GAFTEMP Fiberboard, Huebert Fiberboard, Kop -R Wood Fiber Minimum: 2' x 4' x I" Dekfast S [ 1 ] 4 1:2 ft.' Minimum: 2' x 4' x 1" Olympic S [ 1 ] 4 1:2 ft.' Minimum: 2' x 4' x 1" Roofgrip S (1] 4 1:2 ft.' Minimum: 2' x 4' x I" Tru -Fast S [ 1 ] 4 1:2 ft.' 'Fratt 7uloae.a, RRC' — ......- Roofinc Product Control Examiner TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 Note: All lavers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Miami -Dade County Protocol PA 105 to confirm compliance with the wind load requirements set forth in Chapter 23 of the S.F.B.C. Please refer to Miami -Dade County Roofing Application Standard PA 117 for insulation attachment. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: One ply of Tam -Ply IV, Tam -Glass Premium, Glass -Base. Base -N -Ply, Versa - Base. Versa - Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT ranee and at a rate of 20 -40 lbs. /sq. (Optional) One, two, three or four plies of Tam -Glass Premium, Tam -Ply IV, Base -N -PIv, Awaplan VersaFlex, or Versa -Base adhered with a full mopping; of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Awaplan Premium, Awaplan Premium FR, Awaplan 170. Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth. Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Optional for mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping . asphalt at an application rate of 60 lb./sq.. 2. Tam -Pro FR Aluminum Coating, Henry 520, or Karnak 97AF applied at I'' V: gal. /sq., or Grundy Fibered Asphalt Emulsion, or Tarn-Pro Fibered Emulsion at 3 gal. /sq. -45 psf (See General Limitation 49.) See General Limitation 41. See General Limitation 41. Page 14 of 20 Frank Zuloa_a, RRC RI „ firt f rHrr't Cnnfr.'l t•. train•,. • • TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 Deck Type II: Wood, Insulated, New Construction Deck Description: 19/32" or greater plywood or wood plank System Type D: Base sheet attached over insulation. All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener Laver Tyne Detail No. Per Board Density One or more layers of any of the following insulations adhered to deck: Approved Type(s): ACFoam II Minimum: 3' x 4' x 1.2" N/A N/A N/A N/A Approved Type(s): E "NRG "Y -2, PSI -25 Minimum: 3' x 4' x 1.4" N/A N/A N/A N/A Approved Type(s): Hy -Therm White Line Minimum: 4' x 4' x 1.2" N/A N/A N/A N/A Approved Type(s): UltraGard Gold Minimum: 3' x 4' x 1.3" N/A N/A N/A N/A Approved Type(s): Celotherm, ConPerl, GAFTEM•IP Permalite, Fesco Board Minimum: 2' x 4' x'/." N/A N/A N/A N/A Approved Type(s): Armor Board Regular, Esgard, Cclotcx Fiberboard, GAFTEMIP Fiberboard, Huebert Fiberboard, Kop -R Wood Fiber Minimum: 2' x 4' x ''/•" N/A N/A N/A N/A Approved Type(s): Structodek Minimum: 4' x 8' x' /:" N/A N/A N/A N/A Note: Top layer Shall have preliminary attachment, prior to the installation of the base /anchor sheet, at an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All lavers of insulation and base sheet shall be simultaneously fastened. See base /anchor sheet below for fasteners and density. Base Sheet: Fastening: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -PIv fastened to the deck as described below: Attach anchor sheet using CF Dekfast or 414 Dekfast Fasteners with CF Hex Plates, SFS 412 or HD lnsulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. Page 15 of 20 Fran Zuloaga. RRC P •^tart'' Pr�•"lll - r ( r tr,�I ``•'llllli'"r j t, • .1 TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 PIv Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: (Optional) One. two, three or four plies of Tam -Glass Premium, Tam -Ply W. Base -N -Ply, Awaplan VersaFlex, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Awaplan Premium, Awaplan Premium FR, Awaplan 170. Awaflex, Awaflex FR.. Awaplan 170 FR. Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Optional for mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb. /sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq.. 2. Tam -Pro FR Aluminum Coating. Henry 520. or Karnak 97AF applied at I' V: gal. /sq., or Grundy Fibered Asphalt Emulsion, or Tam -Pro Fibered Emulsion at 3 gal. /sq. -60 psf (See General Limitation #7.) See General Limitation I. See General Limitation #l. Page 16 of 20 Frank Zuloaga. RRC Rnnfinn Prnrlurt ('nntrnl FN.: minor i O. l AA1I:0 ROOFING PRODUCTS, INC. Product Control No.: 97 0916.11 Deck Type 1: Wood, Non - insulated Deck Description: 19 /32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Anchor Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Fire Classification: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: (Option #1) Attach anchor sheet using 11 ga. annular ring shank nails and I -5 /S" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. ( — S2.5 psf, See General Limitation #7.) (Option #2) Attach anchor sheet using CF Dekfast or 7: Dekfast Fasteners with CF Hex Plates, SFS 4'12 or HD Insulfixx S. or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staeeered rows in the center of the sheet. ( - 60.0 psf, See General Limitation #7.) (Optional) One, two, three or four plies of Tam -Glass Premium, Tam -Ply IV, Base -N -Ply, Awaplan VersaFlex, or Versa -Base adhered with a full mopping= of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR,. Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex. or Versa -Cap FR adhered with a full mopping of approved asphalt applied within the EVT ranee and at a rate of 20 -40 lbs. /sq.: or Awaplan Heat Welding or Versa - Smooth • adhered by torch. Optional for mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 300 lb. /sq. slag, in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam -Pro FR Aluminum Coating, Henry 520, or Karnak 97AF applied at I:: gal. /sq., or Grundy Fibered Asphalt Emulsion, or Tarn-Pro Fibered Emulsion at 3 gal. /sq. Maximum Design, Pressure: See Base Street Fastening Options above See General Limitation =1. Maximum Slope:• See General Limitation =1. Paee 17 of 20 Frank Zuloaea, RRC Roofing Product Control Examiner TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 WOOD DECK SYSTEM LINIITATIONS A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. Page 18 of 20 Frank Zuloaaa. RRC Rnnfn« Prncliict Cnnrrnl Fx:tminer t ++ • tAINIKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 GENERAL LIMITATIONS I 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 PA 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 Tess than that required, as determined by the Building Official, a revised fastener spacing, Florida Registered Engineer or Architect may be submi ed. Said ais d fastener spacing, sl ally . signed and seale by utilize the xvithdrawal resistance value taken from Miami-Dade County Protocol PA 105 and calculations in compliance with Miami -Dade Roofing Application Standard PA 117. 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 calculated in compliance with Miami -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and.!or flashing termination designs shall conform with Miami -Dade County Roofing requirements of Chapter 23 � Application Standard PA l I I and the wind load o 9 The maximum designed pressure e lim tation shall be applicable to all roof (i.e. field. perimeters, and corners). Neither rational analysis. nor extrapolatio sshall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters. extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 19 of 20 Frank Zuloaga. RRC Rnnfir Prnrlit -r ('n nrrn1 Fv:1min•.r 4,TA.MNO ROOFING PRODUCTS, INC. Tamko Roofing Products, Inc. 220 West Fourth St. P.O. Box 1404 Joplin, MO 64801 Page 20 of 20 ACCEPTANCE NO: 97- 0916.11 APPROVED : 10/01/98 EXPIRES : 10 /01 /01 Product Control No.: 97- 0916.11 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data. engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa 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 oPAcceptance number preceded by the words Miami -Dade County, Florida and by the expiration date may be displayed in advertising literature. !fatly portion oftthe 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 of Acceptance. removal 9 This Acceptance contains pages I through 20. END OF THIS ACCEPTANC Frank Zuloaga, RRC Rnnfin“ Prndii -r ('nntrnl PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date P S Job Address :3 '.-1/ P - / / ST Tax Folio /f3200'33'7& Legal Description [/ /A60 ! 2 / ��✓ /0 U �� ; J 8/4? Master Permit # 3s-/7 Phone Owner / Lessee / Tenant !7 /�/-`/ Owner's Address /s A) c /Uv xr 1 1) /Q it / 9 *JS 7 L �. CaC /J^ 7 c Address /1) /BUJ /,Sr g f - r - ?- Phone f hiTi S` Contracting Co. Qualifier 7 '4 Al P6d ,y4,P SS# - / State CCOS'66u Municipal # Competency # Ins .Co. /U'� ✓t: IdsPp,4r a il t Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ,/` :,e6 1 / ��'Q -2e€°/<- ( / 44 _F/0// f /1‘//z 7/A115 , .q pG Square Ft. /00 0 Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con t"ruction and ping. Furthermore, I authorize the above -named ontractor to do the work stated. Signatuj of owner and /or Condo President � 'Notary as to 8 er and/or Condo President My Commission E;cpires: � /l � / Date: ** * * * * * * * * APPROVED: Fire Zoning Buildi Signature of Contactor or Owner -Buil Date: Notary as to Co. ractor or Owner- Builder My Commission Expires: 6 j PEES: PERMIT 0 RADON C.C.F. k NOTARY TOTAL DUE 34,0 Other Electrical Mechanical Plumbing Engineering GAF BUILDING MATERIALS CORPORAL ION To Whom It May Concern: 1361 Alps Road Wayne NJ 07470.3689 (201) 628 3000 June 15, 1993 al Subject: Compliance With Dade County South FJ Code of GAF Commercial Roofing Systems Chapter 34 of the South Florida Building Code establishes the minimum requirements for a built up roof system in section 3401.7 where a #30 base sheet and a #55 mineral surfaced felt suffice, at least for Group J Occupancies. Further, under section 3403.4, all materials used in the construction of the roof membrane must bear the UL label for Class A, B or C constructions. GAFGLAS® built up roof systems with three or more plies exceed these minimums in both water proofing asphalt content as well as physical strength. Also, GAF Building Materials Corporation GAFGLAS felts all carry the UL Label on their wrappers. For your information, please find attached GAF's UL fire resistance listinIs in the 1993 UL Roofing Materials and Systems Directory. In addition, the South Florida Building Code states in Section 2309.1 (a) (1) "Buildings and structures, and every portion there of, shall be designed and constructed to resist the forces of wind pressure." A minimum wind velocity of 120 MPH at a height of 30 feet above ground level is stated in Section 2309.1 (a) (2). The minimum wind velocity pressures expected at various heights are listed in Table 23 -C of the Code. The interpretation of these values as they relate to roofing should be . left to a qualified professional and the Code enforcement staff. In addition to addressing the forces on the roof membrane in the field of the roof, it is imperative that perimeter attachment of the roof membrane be designed and installed quite carefully. The Factory Mutual Research Corporation has done extensive evaluation of the wind resistance of roofing systems. In addition to testing the uplift resistance of specific roof deck /roof membrane assemblies, FM has identified perimeter attachment designs that it recognizes as being wind resistant. FM Loss Prevention Data Sheet 1 -49 addresses perimeter details. fi Dade County Commercial Roofing June 15, 1993 Page 2 Sincerely B. Randall Ziegler National Manager Technical Services Regarding the wind resistance of specific constructions, FM presently recognizes two levels of performance, 1 -60 and 1 -90. A 1 -60 FM Approved construction has been tested to an uplift pressure force of at least 60 pounds per square foot. A 1 -90 FM Approved construction has been tested to an uplift pressure force of at least 90 pounds per square foot. GAF Building Materials Corporation has tested numerous roofing constructions at FM for uplift resistance. Those assemblies that have met FM's minimum 1 -60 uplift requirements as well as minimum fire resistance and other FM requirements are listed in FM's annual Approved Roofing Products Guide. Attached are copies of GAF's current GAFGLAS and RUBEROID listings. If there are any questions regarding these listings, call GAF at 1- 800 -ROOF -411 or call FM directly at 617-762-4300. GAFGLAS® Specifications N- B- 4 -C /P6 lid N -B -4 -C Specifications General Application recommendations detailed on pages 23-26 shall apply in addition to the following recommendations and specifications. Application of Rooting Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, nail one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not less than 6 Inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF or the deck manufacturer. (See "Special Instruction 12" below.) 3. Starting at the low point of the roof, mop three plies of GAFGLAS Ply shingle fashion; lapping each sheet 24 3 /4 inches over the preceding sheet; solidly mopped to the underlying base sheet to provide four plies over the entire roof area. Asphalt Requirements Interply moppings of GAF Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used Slope per foot Asphalt Type . Up to 3" Steep ASTM Type III 3 "– 6" HT -Steep ASTM Type IV On slopes up to 1 /2 inch per foot, Rat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Over the entire surface, apply a.uniform coating. GAF Grundy Fibered Aluminum Coating, GAF WEATHER COAT® Emulsion or GAF Special Roofing Bitumen may be used for surfacing.. (See "Coatings for Smooth Surfaced Roof Systems," page 26.) Special Instructions 1. See recommendations for use over gypsum decks on page 8. 2. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT® (Vent PIy) for Nailable decks (required for freshly poured gypsum decks), GAFGLAS #75 Base Sheet, GAFGLAS® PLY 6 ®, and GAFGLAS PIy 4. For wood decks, and structural woodfiber decks if GAFGLAS Ply 4 or PLY 6 Is used as a base sheet, sheathing paper is required. 3. See "Nailing of Base Sheet," page 24. 4. For roof slopes exceeding 1 inch per foot, all plies must be back - nailed 4 inches in from the felt edge. (See "Installation on Steep Roofs," page 10.) UL Classification • UL Class ' Surfacing. • Substrate Slope A A B C GFAC GWCE GWCE GSRB NC NC C C 3" 1/ 1/ '/2" UL Chart Key 1. Surfacing GWCE = GAF WEATHER COAT Emulsion GFAC = Grundy Fibered Aluminum Coating or aIMB Aluminum Roof Coating GSRB = GAF Special Roofing Bitumen 2. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, ete., plywood (min. 15 /32 inch thickness), oriented strand board (min. 1 /2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 3. Slope Maximum slope allowed, in inches per foot. North, South, and West Zones Nailable decks or insulated decks up to 6 inches per foot slope. Wood, poured gypsum, precast gypsum planks, other acceptable precast nailable decks. For lightweight insulating concrete, see page 9. Prr MA Materials Approximate Weight Per Square , Sheathing paper (1 ply, if required) — GAFGLAS Base Sheet 11-69 lbs. GAFGLAS PIy,(3 plies) 33 lbs. GAF Roofing Asphalt .Interplies 75 lbs. Surface Coating GAF Special Roofing Bitumen 20 lbs. GAF Grundy Fibered Aluminum Coating 12 lbs. GAF WEATHER COAT Emulsion 21 lbs. Total 172 -231 lbs. Guarantees Available Specification Liberty Guarantees N- B- 4-C/P6 15, 2 +10,10, 5 +5, 5 yr. South and West Zones only, Lightweight Insulating Concrete. (See page 9.) N -B -4-C 2 +10,10, 5 +5, 5 yr. 49 VKP S MooTN SuocE SMOOTH SURFACE ROOPING ALUMINUM COATING mesh i mastic* 15 fiber lass 30 * or a 6" and 9" strip 273199-1 BUSINESS NAME/LOCATION PAGLIARI CONSTRUCTION INC 10 NW 152 ST 33169 UNIN DADE COUNTY OWNER PAGLIARI CONSTRUCTION INC Sec. Type of Business 196 GENERAL BUILDING •nnil LS N OCCLoPA • 'IONAL TAX ONLY. IT OES NCT PERMIT THE LICENSEE TO VIOLATE ANY EXISTING REGULA- TORY OR ZONING LAWS OF THE COUNTY CP CMES. NOR DOES IT 4XEMPT THE LICENSEE FROM ANY OTHER LI- CENSE OR PERMIT RE• CUIRED BY L AW. THIS IS NOT A CERTIFICATION OF THE LICENSEE'S CUALIFI- C.TiON PAYMENT RECEIVED DADE COUNTY TAX COLLECTOR: 10/01/92 050434001 000045.00 SEE OTHER SIDE DO NOT FORWARD PAGLIARI CONSTRUCTION INC DEAN PAGLIARI 10 NW 152 ST MIAMI FL 33169 NEW LICENSE NO. 286220-0 C C 4 CGCO50941 EMPLOYEES 2 1 1;11 I i I {I 1 1 1 II i I I III FIRST CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 02/03/93 LICENSE NO. • CC CO56672 CONST INDUSTRY LICENSING BOAR P.O. BOX 2 JACKS!NVILLE , FL 32202 AUDIT CONTROL NO. _ BATCH NO. 92005500 AMOUNT PAIC $ a. LICENSEE SIGNATURE _ WALLET ■ CARD FOLD HERE --�.►� STATE OF FLORIDA E u 7 N CO NST R INDUSTRY O LICENS I N G G B O ARD _ , CERTIFIED. ROOFING CONTRACTOR PAGLIARI, DEAN W PAGLIARI CONSTRUCTION INC HAS PAID THE FEE REQUIRED•BY CHAPTER 489 FOR THE YEAR EXPIRING AUG l 1 .. 1994 • r A CHILES GEOIXGE STU,'('T, JR. GOVERNOR SECRETARY S •.P.R. toi PRODUCER Advanced Insurance Underwriter 52 Ravenswood Road Suite 107 Ft 1.auderdale, FL 31312 INSURED Pagliari Constriction Inc COMPANY C 10 M W 152 Street LETTER North Mi;mi, FL 33169 .I■ TYPE OF INSURANCE POLICY NUMBER AUTOMOBILE LIABILITY I J ANY AUTO I I ALL OWNED AUTOS I 1 SCHEDULED AUTOS I 3 HIRED AUTOS I I NON-OWNED AUTOS I 3 GARAGE LIABILITY I EXCESS LIABILITY I I UMBRELLA FORM I I OTHER THAN UMBRELLA . . WORKERS' COMPENSATION AHD EMPLOYERS LIABILITY OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER METRO DADE COUNTY BUILDING k ZONING 111 H.W. 1ST ST. f1010 MIAMI, FLORIDA 11..1 :.tFiS1.JFFI<F. 2:7. B1414-00-103578 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AHD CONFERq NO RIGHT UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES POT AmEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW COMPANIES AFFORDING COVERAGE COMPANY A COLONY INSURANCE COMPANY LETTER COMPANY B WASSAU INS CO LETTER COMPANY D LETTER COMPANY E LETTER --- COVERAGES .. THIS 15 10 CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXcLuSIONS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS : POLICY : POLICY 1 :EFFECTIVE 1EXPIRATION: 1 DATE DATE AURAL LIABILITY A IX) COMMERCIAL GENERAL LIABILITY CLI398204 10/01/92 10/01/93 I I I ) CLAIMS MADE 1X) OCCURRENCE IX) OWNER'S & CONTRACTORS PROTECTIVE I I ( ) 11/09/92 11/09/93 D)E TU/ E/ ■ PATE : S 7 3 / ALL LIMITS IN THOUSANDS GENERAL AGGREGATE $ PRODUCTS-COMP/OPS AGGREGATE 5 PERSONAL & ADVERTISING INJURY $ EACH OCCURRENCE 5 FIRE DAMAGE (ANY ONE FIRE) 5 MEDICAL EXPENSE(ANY ONE PERSON); CSL $ BODILY INJURY 1 (PER PERSON) 1 $ BODILY INJURY : (PER ACCIDENT) S PROPERTY DAMAGE 1 S STATUTORY $ ! 5 : 5 : EACH OCCURRENCE AGGREGATE 1 1 1 S S 5• ' 50 50 50 100 (EACH ACCIDENT) 500 (DISEASE-POLICY LIMIT 10' (DISEASE-EACH EMPLOYE CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE IRE EX- PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAI! DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION Of LIABILITY OF ANY IND UPON THZ COMPANY, ITS AGENTS OR REPRESENTATIVES 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. in 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. Registered Architect and /or >ynginc Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State work to be done and purpose of building (by floors) ..... _...,p.. STATE OF FLORIDA, COUNTY OF DADE. ss. Chairman Mfcrnbcr :Member 4112 Date Date Owner's Name and Address _ . `..- — No ..... Street_.. Subdivision _ Read, Sworn to and Subscribed before me. Notary Public, State of Florida PLANNI BOARD DATE and for no other purpose. New Building 1 Remodeling Addition Repairs �� No. of Stories To be constructed of Kind of foundation Roof Covering n ex Estimated Total cost of improvements $!/ ° Amount of Permit Si. 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 NVorkmen'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 wor such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcntra rs, work 3p'rbe , rformed under this permit, as are licensed by Miami Shores Village. c Remarks ___ —.__ (Signed).... 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.._.._ I..v.. L L Lo Disapproved (Signed) to me well known, Building Inspector / My Commission Expires Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after nppmval has been obtained from the Planning hoard. A re fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection of faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE, FLORIDA ❑ DATE 195 +� ❑ PERMIT N° 15060 Contractor's ❑ License No Work to be performed under this Permit Architect Contractor -C" or Builder �.... +.,, .., Legal Lot II Bl. Description. Address of Building `f S 1 °' CONTRACTOR OR BUILDER Subdi- vision Value of Project $ Amt. of Permit $ BY AUTHORITY This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the 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, servants or employees.. Signed • BY INSPECTOR 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 responsibility for all work done by either, myself, my agent, servant or employee. STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved Date._ ( Signed ) mg Application for Town of Miami Shores Bldg. Permit ' Veb fgm MIAMI SHORES VILLAGE BUILDIN INSPECTION DEPARTMEN' APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the def., iled statemen of the plans and specifications herewith submitted for the build- ing or o h -ructure her i described This rmlicatic is made in compliance and con•com ty w the Building Ordinance of Mia ii Shores Valve, or da, and all pro isions of the Laws c f the State of 1.1,..rid. all o d nances if Mi m Shores Village and all rules and regu a ion. of the Building Di'. i of •lam Sho. illage 1- '1 ,e o ipl.ed with, whether herein specified or not. A copy ot approved plans and specificati n must be kei at building durin progress of tl.c wcrk. Date 8/6 Notary Public State of Florida nspector My Com:nission Expires. PLANNING BOARD DATE Chairman Member Member _ Member Member Member Council Approved .Date Disapproved 19 53 Owner' Name and Address._ _Mr.. D. OZee 345 NE Street No 100th Registered Architect and/or Engineer _ Name nd address of licensed contractor. Giffen Industries, Inc e P.O,Box 6331, Coral Gables Location and legal description of lot to be built on: Lot. Block _ Subdivision Street and Number where work is to be done_ 345 N. E. 100th St. Miami Shores, Fla. State work to be done and purpose of building (by floors) Re-roofing tile roof and for no other purpose. New Building. Rernodeling_ Addition._ ..... Repairs. X _ No. of Stories. One To be constructed of. _ _ Kind of foundation Roof Cov !ring. tile Estimated ta1 cost of improvements $_892•00 Amount of Permit $._ 5,00 Zone ^ubage required. __. _Plan Cubage .Distance to next nearest building._ Size of Building Lot Maximum live load to be borne by each floor _ • ..... hereby submit all the plans and specirications for said building. All notices with reference to the building and its construction may be sent to The uncle signed appli ant for th's bulding permit does hereby certify tat he understands and accepts his ..bligations as an employer of 1 hor under he Florida Workinen's Compensation Act being S—tion 5966 Col p led Gen al Laws of Florida P r anen. S,Ippli lient, and h s compl ed with he prov':ions thereof, and will require s.milar comp lance from all contractors or sub-contractors emplo •ed by him in the wo k to be p ri med under th s pern it and ill post or cause to be posted for inspection on the site of the work su :h public not] e or •otices as arc requir d ly the Act. The u. d. r ign..d agrees to employ only such abcontr. ctors, on work to be perform d . der this permit as are licensed by M am. Shores N ge. Remarks. (si _ GI FFE INDUS INC,. . Flethinj, Asst. reas. Before me, the undersigned authority, a notary public, duly authorized to administer oaths take acknowledgments, personally ap- peared _ - -- -- to me well known, and who, being by me first d. ly cworn, upon oath depo and says that he is the of th abov de ibed istruction h has careially read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tr ie. Permit No Go Date__ 7 Read, Sworn to and Subscribed before me. Date NOTE: A charge of $1.00 will be made for making corrections or 2hanges to this application Ift..r approva1 his been obtained from the Planc ng Board A re-inspection fee of $1.00 will be charged when such re-inspection is an: :le necessary by improper notice for inspet.m or fa. ity materials and/or workmanship.