Loading...
657 NE 92 St (9)Optek r i1}el . 5f I(61O(ct b '/Aril • Passed 4 G o y Inspector Comments � / e _ � .1e /TM c /EC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP 1745 Inspection Date: .05S1712006 i% Inspector: Grande, Claudio Owner: SWEDE, KATHERINE Job Address: 689 92 11G Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Tuesday, May 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1 Block: it Numbe EP 2005 -1994 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060430270 Lot: Phone: 786 - 277 -9540 Page 1 of 2 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 2 3 200E Building Inspection Re • est • Type Insp'n 1�� Cc Permit No. e) Po —' ' 'i 4 Name S pC2- c: Address G1 7 ci 2,, > Approved Correction Re- Insp'n Fee Company c (C Phone # Inspection Date 101 CAP 4 l02 filir No? Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 *ib 26 YT1 i 5 17 51 p>li cJ t� 76 2 F.4- 27 I 52 77 3 P8 53 78 4 29 54 79 5 30 55 / 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 _ 25 _ 50 , 75 100 U.S. SOUTH Engineering & Testing Lab., Inc. Project 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name SliCRE5 PI A-r4 6 4-7gt CON60 / o, Permit # AP- )ca e)- 0 Job Address 4" Fq 0 4 Z.. r:;! Pt (ik It-t f ,i ,e-- , Fi �,�- Roofing Contractor (i t - - Q rile ezrt.; -- C-) p 1 Type of Tile: 1A3-; e y 'c' — FO . % *Date Installed: 4- 2.4- - C4 Approximate RHeight: " Roof Pitch: 7 =12-- Type of Access to Roof Scaffolds 'ladder Other Approximate Square Footage of Roof (e), YQO ft Required TestinForce: 35 lbs. Testing Equipment: Chatillion 100 Date Tested `e' V THIS REPORT SUBMITTED BY: Lab Certification # 98- 0608.04 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. P.E. State of FL Certificate Authorization # 4100 TEST RESULTS P = PASS, F = FAIL IIIi. i iithiiiiiilliiii simmitzw 111.111M1111A ermassminiveas 111111111111111111111111111M1 111111111M1111 mord FAME II 111111111111111011111 ammismingaratimunannwitr ■l- IRFI• i3_ ngrfaer �i'v s AMC rtf«:Mill a II � 1l11'111#!ltt - - .- ..... . '1_ __ _.�E_ __lll F`1111111 ff �1� ® o Millnillrn t 1 sm 1 tit -. II I !!lllllm�l j / f 1 ME 11 iii iiiiiIiiiiiiiIiiIII:iiiiii : I -11 I Htt # 111 11 HIM' 1••••TIT “,4 /6. ' ' 1 1111111111111111111111 EIMMII ttlitt Sketch of Roof job (04: q t.! 4 1 &tF Stet _ i i to -actor F ' t t 4 o chimed By Scale Inspection Date: 05/16/2006 Inspector: Grande, Claudio Owner: SWEDE, KATHERINE CLAY 1 6 EN Job Address: 689 92 11G Street NE Project: <NONE> Miami Shores Village, FL Contractor: KAWALEK ROOFING, INC Building Department Comments Monday, May 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060430270 Lot: Phone: 786- 277 -9540 Page 2 of 2 Passed Inspector Comments c)%�U / _ n ,,,,,„.,Y ��� � " e D � ....__:_=_____ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/16/2006 Inspector: Grande, Claudio Owner: SWEDE, KATHERINE CLAY 1 6 EN Job Address: 689 92 11G Street NE Project: <NONE> Miami Shores Village, FL Contractor: KAWALEK ROOFING, INC Building Department Comments Monday, May 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060430270 Lot: Phone: 786- 277 -9540 Page 2 of 2 Inspection Number: INSP -13541 Inspection Date: 03/30/2006 Inspector: Grande, Claudio Owner: SWEDE, KATHERINE Job Address: 689 92 11G ST Project: <NONE> Miami Shores Village, FL Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, March 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1294 Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: <NONE> Phone Number Parcel Number 1132060430270 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Passed / CJ's Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -13541 Inspection Date: 03/30/2006 Inspector: Grande, Claudio Owner: SWEDE, KATHERINE Job Address: 689 92 11G ST Project: <NONE> Miami Shores Village, FL Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, March 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1294 Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: <NONE> Phone Number Parcel Number 1132060430270 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Issue Date: 9/8/2005 Owner's Name: KATHERINE SWEDE Permit Type: Imported Permit Work Classification: <NONE> Job Address: 689 92 11G ST Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 05/22/2006 Contractor(s) KAWALEK ROOFING, INC Phone 786 - 277 -9540 Primary Contractor Yes Comments: TEAR OFFEXISTING TILE ROOF REPLACE W/ NEW ALTUSA VOLCAN SPANISH COLOR THROUGH TILE SAME COLOR CLAY TILE ROOF SYSTEM Perm Type: Building Alpha Four: RE -ROOF Alpha Six: SINGLE FAM Pay Amount: 436.2 Bond Return : Alpha Two: RE -ROOF Alpha Five: RESIDENTIAL Pay Date: 9/9/2005 Pay Comments: PD BY CK # 6138 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -1294 Phone: 1132060430270 Lot: PB: Total Square Feet: Total Valuation: Required Inspections 0 $ 29,000.00 Roofing Roofing Fees Due RENEWAL Total: Amount $200.00 $200.00 Invoice Number imp - 2 - 06 - 23766 Total: Amt Due $200.00 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 el BUILDING 1 ���, c °'8n5 /} Permit No. F _ ' 7 C /4 6 PERMIT APPLICATIONL 4 Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) f or es ? LA.z W Phone # 305 '15 )- v I 3 Owner's Address b1 n I v W E qh �s`} i City MI&,W11, ..ores State 51.- Contractor's Company Name F<&14/6V ek foc`C" i ht Contractor's Address P10, fro i 53105/ City Nti Vt ii State Qualifier PAW Kaw0..leK $ Value of Work For this Permit 9100 v Total Fee Now Due Q . (Continued on opposite side) Miami Shores Village Building Department Zip 33 13S Tenant/Lessee Name Phone # Job Address (where the work is being done) b53, 6'73 01 ME ela h c. ,5 f City Miami Shores Village County Miami -Dade Zip 33) Is Building Historically Designated YES NO Phone # State Certificate or Registration No. Certificate of Competency No. q3 6S00436 Architect/Engineer's Name (if applicable) Phone # 305 ' 75 1 1 -- D 19/ zip 33!S3 : gtt,Ixe Footage Of Works 650 Type of Work: ❑Addition( ['Alteration ❑ w. t tepair/i ce ❑ Demolition Describs'W,ork: t r . i5 in 4i ie r A as * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Submittal Fee $ Permit Fee $ 1 1 b 6 `3 . CCF $ 17 • 40 CO /CC Notary $ Training/Education Fee $ .5 • EYD Technology Fee $ K. co Scanning $ S • CC) Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address • City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, 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." 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 Owner or Agent The foregoing instrument was acknowledged before me this() day ofgf4 20 Oy , by ` ►Fault. , who is personally known to me or who has produced fiQYId(,t 1Vf/1 c 1,�L_h _ As identification and who did take an oath. NOTAR Sign: Print: w.RIORIE JOSEPH tate of Florida r My Comas:ion Expires Jan 22, My Commission Expires: ***************************,****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor The foregoing instrument was acknowled ed before me this° day of , 200g, by ) Y G k W Q l c , who is personally known to me or who has produced ' - ( v� UV 1 Wei N Yl°4 ® c. 14.41s identification and who did take an oath. OTARY PUBLIC: Sign: Print: N.96t4 My Commission Expi 7 0 1 Plans Examiner / Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: b o ' f E clan d_ S1- M. 10 -1411 33 13' 2. Description of improvement: ft €' rner-P 3. Owner(s) name and address: i d - P6 i ` / M b .WE AO, n � i M O YV - Interest in property: Owner Name and address of fee simple titleholder. 4. Contractor's name and address: PGUAI 46,1,Qo.) e g Pi 01 1OX 53)05/ nut hAi , FL- 'A3) 53 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration different date is specifiedL Signature of Owner y� Print Owner's Name 11�e OOre., 14 Ware/ Sworn to and sub cribed before me this Notary Public ( , k � Print Notary's N. e My commission expires: C41titgVa O � 123.01 -52 PAGE 4 8/02 ;TATS OF FLORIDA, COU YY OF DAD HEREBY CERTIFY Phet WS ?S P!tr: copy c7 Ph:) on Pars on ginal Pil" d rn Pa c,i co on �C' dr) .__., AD 23_ C _. ',TINE SS my hznd nod Of -acraf Saal. crr:vit date is 1 year from the date of recording unless a C , ,n?y Couns 111111111111111111111111111111111111111111111 CFN 2005R0934319 OR Bk 23748 P9 0971; (1P9) RECORDED 09/06/2005 13 :31 :27 HARVEY RUVIN, CLERK. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Prepared by PGl -1 7 Address: WASHINGTON G i` I C � BA , F A MIAMI SHUhtb FG NE 2ND AVF MIAMI SHORES, FL 33138 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060430270 Signed: (INSPECTOR) Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -1294 Printed: 9/8/2005 Applicant: KATHERINE SWEDE Owner: SWEDE KATHERINE JOB ADDRESS: 689 NE 92 11G ST Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: SHORES PLAZA WEST CONDO UNIT 11G -2ND FLOOR BLDG 2 UNDIV .03690% INT Permit Status: APPROVED Permit Expiration: 3/5/2006 Construction Value: $29,000.00 Work: TEAR OFFEXISTING TILE ROOF REPLACE W/ NEW ALTUSA VOLCAN SPANISH COLOR THROUGH TILE SAME COLOR CLAY Fees: Description Amount FEE2005 -12187 Building Fee $400.00 FEE2005 -12188 CCF $17.40 FEE2005 -12189 Training and Education Fee $5.80 FEE2005 -12190 Technology Fee $10.00 FEE2005 -12191 Scanning Fee $3.00 Total Fees: $436.20 Total Fees: $436.20 Total Receipts: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 123_01 -48 5/03 PAGE 2 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Forth. 1 Section A (General Information) Master Permit No. OS — Process No. Contractor's Name PaA,d e)< Job Address b57� V13 ` Vic) I'VEclan �t ROOF CATEGORY echanically Fastened Tile etal Panel/Shingles rescriptive BUR -RAS 150 ROOF TYPE ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ta Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Are there Gas Vent Stack / YesO No Oi' Type: Natural ❑ LPGX ❑ ❑ Recovering ❑ Repair ❑ Maintenance D b 650 h Section B (Roof Plan) Sketch Roof Plan: • Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include . dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 7 . n7 ■ ■.■. :rr mommmo:E r .i9 Aniummum mom: EEEEEsimummommum:EEEEEEmm., # ilim EEEEEEE ■■... ■. ■■■. mliw. ■.■■.■ aC....■■■a■■ r■■. C ■ .■ ■..■■■..■■ ■_ ■. ■r .C■C■ia..■■.�■I■ .■ ■.•■■■.■ ■.■.■.. ■■■ ■.■■.■■ruu..u.'. ..■ ■ �■ ■umn ■■ .. ■. - ..;.■.■■■.■.■■■■■.■■■■■■■■. � ■.■■■■■■ :. ■ E uu•C ■a EC:CECr :o'Cruuuuu■..l�C■C....■■■■mmumu . ■. E ■..... ■ ■..E■ ■■ . . E .■. E ■ ■ ■■ru ■ ■■■■. ■■■■■■ ■■ ■■ ■■ ■■ ■■.■■■.■ \ga■■■■ %■■■ ■■■■■■ ■■ C ■ CCr■:C.as. r■worimmlCrrrr: mmamm.I.C ,rCCu•.. ■■.■■.. ■■.a• ■.■i ■■.■■■w....■.■■■..■■■■■■ ■ ■ ■■pI■.■■■.■■r. ■■■■■■ ■uuuuuu ■■■■■■....■■ •■►. ■a. ■ -rummu ■■■■■ ..■.■.■mum Cen1...■■■■■■c ■■ .■ ■ CC■■■■■ ■. .. ■ ■■..■■.■u -,■ ■u. ■■u■ ■u...r ■ ..a.■ ■.■C.�11.■.■■■.■■81 ■■C ■■■■.■■. MOM ■ummoms ii■ ■ ■■ Immum ■■..■.■ ■ .■ a 11■■ I. ■ ■■■■iI ■ ■.■ ■■ ■■ ■ ■■■■ ■■ ■■ ■... ■ . I C■■. ■■u..a..■E■C•■ ..■■u ■■ u■ ■■ ■iia.a... C ■ ■■ ■.■■ ■.. Cam. r. C■r.��u■...auE■.■.■■..■i.■■■■mo mism ■r.. ■■C 1■r..E .il..■.. ■r E ■r.■r.. ■ ■■ . ■■■ ■ ■■■■. ■ ■■■■■.■■■ ■ ■.rn■■a■..■ ■■■■■�x.... ■iI■ rim um ■■ ■ ■■ ■■. _r` ..■■■..i� ■ ■C.. ■ ummomm■.C..r m11■.■■■.■auau ■ isaa uu uuumu■. ■m..E■■■ ■ ■. •■. ■ ■ ■. ■.II ■■ ..o.■■■.■■.■■ ■.1711..■ ■uuulu r.■ ■u... ■■ ■■rnmimm ■■■ ■...0 ■.a.■■..■1u.■■■ ■a MM..a...■■a■ ■cuev■■■ ■.■■■. rimm ■■ ummom■■, ■■..■. . ■ ■e■■■■■■■■ i ■r ■■ ..■ ■.■■...■■■. ■■■.■ ■■■■■.■:+■■C.■ni■■■■■■■u ■. .0 C..u■.a..■.■.C� 1�■■ ■C ommumm ■■a■■■ ■ ■.....0..■ ■■■■■,.■ ■ e■■■■■ . a.■ C.■. .■. iusai.sBE:EEEmEEE�C: ilmicu EE • �EEE : ■ ■. ■■ ■■IC C■ ■ ■..E rim i oils: ■ UlulIP . ■�r:ECC■CC. ■ ICCCCClgorm nom im emmumCC '.. ii simmoC r CC ■E C gip . ■ .. ■■. ■ G ■■�■ .:.... �•r.. ■�.■■ .■■. ■ ■... C■■■■6mm nn _,E ■r. i•uu i nur um 4 lulu__ I I . r r. . . ..■ C■.■. C. ..... m..■ C.•.■■■,• ■■■ ■ ■.la.■■ ■..• ■i ■■a■ ■uxi E ■ ■C Cr .. =- ■■...■.■■�: • ■ ■ ■ ■.C■ ■CC ■■.■i: ■ U CCECIUIU m . ounnu M riCC■► ■. r:■. Cu■■.u■■ G .■■■■►m.■■■■■■ ■ ■.■adr■■iL■.cC. • /.■■ ■■■■■. ■..I ►�■.■ ■■■■■ ■a■■■ ■■ . ■■■.... ■.►� ■■ C ■.■■ a C■.■■....■ C . Cr.■.■u a ■■ a■■■■.■■. C■. ■...:...... ■..■■■�C ■ . ■■ ■a I. .■ ■a■.■.■ ■ al ■. ■ ■.1 .■ ■r %r1.■■■ ■■ ■■■■ ■ ■■o1a..■■ ■.■ ■■■ ■■ ■■■. ■.■ ■. ■r ■pP / ■ � r.. ■■ ■ ■.■ ■ ■. ■■. ■ ■.■ ■ ■■■ !■11'/11 ■■ ■..■. r.■ ■■C■1■■■ ■C■■■■a ■r.;a ■■■ 4Cr ,■C;�■■■■■.a■C ■■.0 ■■a ■.■.■..■C =�'. ■■..S�.C :rC:CCC:: mummsommurrocamUvairmalimmum Cr1CCC.Ua mmommu 1 mmomm ilL■r.rm 44 En ■ C•■■■■■ ua.Ius mI, ..p mmummommom C ommu CC.: mmom w mil C: C■■ummon ■■�■nsmo ■ o C ■E■ur�.■ ......■.■ ■. ■r ■■ ■■ . ■.■■■■C■.Q� ■■■■ ■■.■■■■ . ■ ...■■■pp. . ■..■..0 .a. ■ar ■.1 ■. ■ ■. ■. ■. .■ ..■ .. ■. ■. CnalmimIEUCCC, r rim ■ Uu C■ ■•OC'C■CCCCC■■■■=■rC■CIm■■CIU ■C. ■. ■..■■■ ■ ■ ■■. ■ ■ ■..■ •. um ■.■ ■ ■ •-.-.. • •. ... ••••• •••• • • • • . • • • •• • I • •• • • • • •• • • • • • • •••• • • • • • • • • • • • • • .• •. • • Roof Slope: 3 : 12 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Pemmit Appiication Form. 1 Roof System Manufacturer: fkl-HA,sg Notice.of Acceptance Number: Da- ] 11 S. d Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: L 4 r 7 t & P2: i001 L P3: )00, 6 Maximum Design Pressure (From the NOA Specific System): Lb % 5 Method of tile attachment: Qo l / Fo o rt h v& Ridge Ventilation? Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: Mean Roof Height: i1 1 ype Underiayment: nsulation: Ire Ba 4+'3a �'e 1 i rrier• Nlq I fvrn 1 astener Type & Spacing: dhesive Type ype Cap Sheet: oof Covering: 6 t a6pha1+ • ... 1•••••• • • .•• • • •• •••..• • Type S Size Drip 'L VA/ dge: ) 3)(3._9)0)V.•• .•.1 . • . • • •• •••- •.•... • .•. • ••• • .. • 23_01 -48 5/03 PAGE 4 .• • • • • .• •. • • • •• • • • • •• •• • • • ..'.• ••• • • • ••• • • M, Required Moment Resistance* Moan Roof Height — Roof Slope 15' 20' 25' 30' 40' 2:2 34.4 38.5 382 39.7 422 3:12 32.2 34A 38.0 37A 39.8 4:12 304 32.2 33.8 35.1 37.3 5:12 284 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32A 7:12 244 25.9 27.1 28.2 30.0 1 Florida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. 1 Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method "M t Based Tile Calcula o s Per RAS 127" (P1: • z 7l I — Mg: S n t NOA (P2: Mg: � 11.* (P Ill]! 7l ■ _ i r Mg: 5' NOA 11 Required Moment of Resistance (Mr) From Table Below NOA Method 2 "Simplified Tile Calculation Per Table Below" NOA 11� *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the valves for F' with the values for F,. If the F' values are greater than or equal to the F values, for each area•of the roof; then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P z1• = z w: - —W z cos 9: = Fn: NOA F' (P= : z 1: _,___ ® z w: - ) — W: z cos 9: = F NOA F' (P3 : z 1• = z w: - ) — W • z cos 9: = F NOA • Where to Obtain Information Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Muldplier Restoring Moment due to Gravity Attachment Remittance Required Moment Resistance Mid Ate Resbtauoe Required Uplift Resistance Average Tile Tile Dimension Symbol PI orP2 orP3 H e 1L Mt F, W 1= length w. width Where to find RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site NOA NOA NOA •. •. • • • Calculated • • " NOA • .. . . • . . . Calculated •• ••• •• NOA NOA • ma All calculations must be =brained to the Building Mead at the time of permit application. • • • • • . • ••• • .•• • • • • • • • • • • • • • • . •. • • • • • • • • • . • • . • • . • • • • . . •.• • . . • • ..• • • 123_01 -48 5/03 PAGE 5 • • • • •• • • • •• • • • • • • • • • • • • • • • . . . •• ••• • • • • • • • • • • • • .. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of dhapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High • Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (I -Iigh Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail 15 penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and 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. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural• airfjo, 4hrough the 7,7:: interior of the structural assembly (the building itself). The existing amount of attic Ventilatio0:41l;nQ1ba. reduced. It may be beneficial to consider additional venting which can result in extending the.ser'vroe iii df 0P • • roof. °I / 3 ,a5 Date • • • • • • • •• • • •• • • • • • • • • • Contractor's Sirature • • • • • • • • • .. • • BUILDLNG CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIV181O1i NOTICE OF ACCEPTANCE (NOA) Almar (USA), Inc. 6801 NW 77 Avenue Miami, FL 33166 SCOPE: This NOA is being issued unc.er 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 valic. 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 m.tnufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend tl:e•use oC such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it i determined by Miami -Dade County Product Control Division that this product or material fails to meet the reqt irelnents 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: Altusa "S" Clay Roof The 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 sh all 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 manufe.cture 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 d .splayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of t pis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ins pection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentatio t was reviewed by Frank Zuloaga, RAC •_I ;;• •nI.I 111AM 1 -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, 6UlrE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (303) 375 -2908 ..... • • • • • •• • • • • • • • •• •.• •. • • • ... • • •• • • • • • • • • 1 AlYoi01. 1115.03 • • • ; 1 ij 1pttpn„intc112 /16/07 •' Apprbvtl Date: 12/12/02 Page 1 of 7 • • • • • • • • • • • 1 • • • • • • • • • • • .•. • • • • • • • • • • • • • • •. • • • • • •• • •.. • • • ... • • 1, 4 J.a(, ? :7I ;ilia? •i;I•J2(1 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: Trim Pieces Clip Clip Roofing Tiles Clay 1. SCOPE This renews roofing system using Altusa One Piece 8' Clay Roof Tiles, as manufactured by Abner (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obi ained by calculations in compliance with RAS 127 using the values listed in section 4 herein. T ie attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured bx Applicant P. I al a ail Altusa One Piece `S' Tile L 1 18 ' /%" W = 10.5" V." thick nominal 3.25" high Length; varies Width: varies v trying thickness L =6" D - 0.125" L. &h -2" W= /2" 0.05" thick 2.1 SUBMITTED EVIDENCE: T'st The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PR1 Asphalt Technology, I ic. Red land Technologies Test SDee Mica dew TAS 112 TAS 112 PA114 PA 114 Test Idenaler 94-083 94 -084 25-7200-1 Project No. 307025 Test #MDC -78 MTS 520649 CLF -003 -02 -01 7161 -03; Appendix III Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) .• ••• • • • • . PiAr:01 • •• -. •. ..• • • • • • • • • • • • • • •• - ••• • at April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 • • •• • • • • October 2001 ... • • • • • • • Dec. 1991 • ; • ; t1 FA tilt: 02- 1115.03 • •;: : • •E1paadoiDlte:12/16/07 Appfoval Date: 12/12/02 Page 2 of 7 • -. • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • . • • • • • • • • • • • .. .. 000 • • W.160.71 7AA7 Te Ws 1: Average Weight (W) and Dimensions (I x w ) TIIe Profile Weight -W (Ibf) 1,.NN:tf¢I jftj • • • • • ....1 • : ;Width -w (ft) • • • - -- - One Piece 'S' Tile 6.9 ••• 3.52 '.: '.' .: : ..e.B75 Teat Aeencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 3. LIMITATIONS 3.1 Fire classificution 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 Kith 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 ur.derlayment shall be in compliance with the applicable Roofing Applications Standards lis.ed section 4,1 herein. 3.5 30/90 hot me peed 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 N,ritb applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4,1 Almar 'Altura One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Teat Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier • • • • .. • • . • • • , • NPdt Np.:42- 1115.03 ': • • • x�lr =tiQtt rate: 12/16/07 "' • •' Apprdvel Dtte: 12/12/02 Page 3of7 • • • • ..• 25 -7183 25 - 7094 25 - 7496 25 -7584 25- 7804b -8 25-7804-4 & 5 25- 7848 -6 • • • .•. • • • • • • • • • ..• • • • • • • • • • • • • .. • • • .. .. • • ... • • Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 IAJAt.71 ?tfl • . 1An Tab116 3. Restoring Moments due to Gravity - M (ft -Ibf Tile Profllo 3 ": 12" or eta 4 ": 12" 5 ": 12" 6 ": 12" 7": 12" greater Battens or Direct Deck One Piece 'S' Tile Battens [irect I)eck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4,47 .5.35 _ 4.40 6.27 4.31 6.18 4,20 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft for Nall-On Systems Table 2: Aerodynamic Multipliers - X (ft Fastuner Type Tile Direct Deck (Min. 19/32" plywood) X (ft) One Piece 'S' Tile X (ft Profile 41.2 Batton Appllcatlon Direct Deck Appllcatlon One Place 'S' Tile 0.253 2 -10d Sniooth or Screw Shank Nails 0,274 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft for Nall-On Systems Tile Profile Fastuner Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens One Piece 'S' Tile 2- Od Rirtg '.hank Nails 28,8 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 8.8 2.8 2 -10d Sniooth or Screw Shank Nails 6.9 9.2 7.3 1 .08 Screw 28.7 28.7 N/A 2 .48 Screws 58.2 68.2 26.8 i 1 -10d Sntooth or Screw Shank Nall (Field Clip) 23.1 29.3 27.8 23.1 29.3 27,6 19.0 24.0 38.6 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 - 10d Smooth or Screw Shank Nails (Field Clip) 2.10d Smooth or Screw Shank N ails (Save Clip) 38.1 38.1 41.8 1 Screw with Altura CIS SBse Op details) One Piece "S" 1 Screw with clip (at the head of tile) 187.1 187,1 N/A ,Tile' One Piece "S" 1 Screw with clip (al the Tile' water course of tile) 35.2 35.2 N/A 1. Screw must be Installed in the Inside nail hole located nearest to the hump of the tile. Table 5:.Mtschment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set items Tile Appllcatlon Tile Proflle One Piece 'S' Tile 2 See manufactures con iponent approval for Installation requirement. . -. 3 Flexible Products Company TIIeBond Average weight per patty 10; grams Polyfoam Product, Inc. Average weight per patty 8 prams, • • •• ••• •• • • • •• Adhesive • • • • • • • •. •• • • •• ••• • • Minimum Attachment Resistance 29,3' •• • : NtLe. N142. 1113.03 • •:: rr zillriiddn Dstlin 12/16/07 • • Approval Dattr: /11/02 Page 4 of 7 •••• •••• • • • • • • • • • • •, • •• • • • • • • • •• •• • • ••• • • • • • • • • •• • • • III J A ft• 7 I 7(Y; • C I • 101 Table 5A: A,ttachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems • M1 (ft - Ibf) Minimum Attachment Resistance Tile Tile Application Profile One Plece 'S' Tile Polyfoam PolyProTM 96,5' Polyfoam PolyPro 38.7' 4 Ler•e •add •Iacement of 83grama of PolvProT ". 5 Medium paddy plecem(nt cf 2agrams of PoyProTM. Table 58: kttachment Resistance Expressed as a Moment • M for Mortar Set Systems Tile Tile Attachment Profilo Application Resistance One Piece 'S' Tile Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following stati:ment: "Miami -Dade County Product Control Approved ". 6. BUILDING PEI :MIT REQUIREMENTS 6.1 Applicat: on 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. 1 / f• • .1 4r 1 C 7 • 0 4.1 PROFILE DRAWINGS ONE PIECE CLAY ROOF TILE .. ... • • • • • .. • • • • • • • • • .. • •• •• • • • •• ••• ••• ••. •'. NQA'Na!D2- 1115.03 •.. : • • • : : 1 xppra31bs Mitt: 12/16/07 • • • • • ..• llsti: /12/02 Page 5 of 7 ... • • • • ••• • • • • • • • • • • • • • • • • • .•. • • • • • • • • • • • • • • .. .. • • • .. .. 000 • • • 000 • • WrIIE:l 1 7,00' '61'9e4 , 'G •A hjC'- •iil.I "SPANISH 3" TILE SY ALTUSA (r'P•) CLIP DETAILS CLIP WITH ONE (1) SC REW ATTACHED TO IIECI( CLIP PLACEMENT DETAIL 2.1/2" OVIRLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILL CLIP ECK � I1Oi No, Os- 1115.03 EpIratianDgto; 12/16/07 Approval Date: 12/12/02 Pogo 6 of 7 IV,-W:7.1 7,017, 'nI'DM SCREW (HOLDS CUP ONTO DECK) L 1 , 7 r1 m "5PANI$H r TILE SY ALTU:IA 1 (n' Pd CLIP PLACEMENT DETAIL CLIP DETAILS (CON'T) 21/2" OVERLAP (COVERS PIN HOLE) END OF THIS ACCEPTANCE SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE DECK 1114" 13/4" 3/4• I I I .. ... • • • • • 00 • • • • • .. 0 • . • 000 • • .. 41.0 .. • • • .0 41' 41 .' • . • NQAra 02- 1115.03 '141 • • . 1 .. :ElpkalSalIati:12 /16/07 ••• '•' ••' '•Approva'I1 OW: Page 7 of 7 4141. • • • • .0. • • • • • • • • • • • • • • .0. • • • • • • • • • • • • • • • .. 00 • • • .. .. 000 • • • 0410 • . GALVANIZED METAL CLIP Wda:ZL ZOO' 11•3a0 1 -2001 16:24 . FROM -ABC SUPPLY 048 '/23/01 MON 13 :08 FAX 954 578 1042 .l1AM1 011 PRODUCT CONTE QL Ito rlcr a PTA r I'olyfoarn Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX .77383 -11 132 1'hc expense of such testing will be incurred by the manufacturer, ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/21)0( APPR()VrD: 06/14/2nn1 ' t::- :000I`c 2G0^;ltcrnni:tctlnooce tcc•pancc co.or Fato,do 1 561 585 4657 T -779 P.001/008 F - 280 002 POLFFOAII PRODUCTS, INC. MIAMI•DADE. COUNTY, FLORtp.A METRO -DADS FLAGLER Ol11Lp1NG OUILDINC CODE COMPLIANCE. OFFICE Mlrrno.DA» R AGLBK BUILDING 140 war - FLAMER STRUT. SUITE 1603 MIAM t, FLORIDA 33 130.1363 (303) 373.2901 FAN (305) 375 -79oi C.ONTRAc 1V3 t.IC1NNIat: (3055375-2527 MX(305)37,433* CoN'rttAc.-'ottl ENFnuC1:1►Ilr .r DIVISION (305) 375-2966 PAX (303) 37s4uu Your Application for Notice ol• Acctiptancc NOA) of: 1 'a ouuCl'c . FAX (3 5)37 0 (]ui) 373 -2Q0 FAX (30 2 5) 37.6» 9 Two Component Polyurctht:ne Foam Adhesive under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and T es of Construction, and completely described herein, has been recommended for acceptance by the Types County Building Code Complinncc Office. (BCCO) under the conditions specified herei Miattti - pade This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsitt: or manufacturer's plant for'quality control testing. If this )rodttct or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the .Ise of such product or material immediately. BCCO reserves the. right to revoke'thjs approval, if it is ietermined by BCCO that this product or material fails to meet the requirements or the South Florida Building Code. Raul Rodriguez Chief Product Control Division 1.1 t. S T1'I1; COVF.RS19E1:T S : t! r)1 . ,t I. PACTS FOR SPF. 1 flU11.D CODE & PRODUCT � RF.VIFW COMMITTEE This application for Product Approval has been reviewed by the BCCO and npproved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. . . . • • • • .. • • • • • • • • • •.. • • • • • • • • • • • • • .. .. • • • ••• • • • .•• • • • • • .. • NCRA .•,•... ?. • • • • •• :.... • • • • •Mnnc; '.,Qt i1I ha. R.A. MAR 2 q. 2 gector • Mlny,i Cosily • flutltllr i Code t fe li.nce Office ••• ;..•• ••.• • t`.. 16:24 • .FROM -ABC SUPPLY 048 1 MON 13:08 FA.T 954 578 1042 POLYFOAY PRODUCTS.INC. Oa 561 585 465T T -778 P.002/008 F -260 'Iyf Products, Inc, ACCEPTANCE No.: 4 - tM tOOFING ASSEMBLY APPROVAL. ;yt�rnrv: Roofing 0 Approval DatC :.lotte 14.2001 114- Category: Roof Tile Adhesive Expiration ante: May Ln,_pp6 /tat crittjs: Polyurethane SCOPE This approves Polypru© AI1160 as manufactured by Pulyfwtm Products, Inc. as described in Section 2 ot'this Notice ol'Acceptance. for the locations where the design pressure requirements. as determined by applicable building coda, does not exceed the design pressure values obtained by calculations in iemptinncc with Reefing Application Standard RAS 127, for use with approved flat, Low, and high profile roof tiles system using PolyproOD AFf 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplili bnsod system for double potty systems . PRODUCT DESCRIPTION Manufactured by Test Product Am- me:utt t)intenNionit SpecitlaNtamt krat f olypro® Ali I60 N/A PA 101 'No component polyurethane FoantprooD RTFI000 N/A Dispensing Equipment ProPackali 305;. 100 N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance vnlucs,vith the use of Polypro A11160 roof tile adhesive. 2.2 Typical Physical Properties: Prnncrty Density Compressive StrenBtlt Tensile Strength Water Absorption Moisture Vapor Transco ission Dimensional Stability ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM 1) 2 126 Remits 1.6 IbsJR' 18 PSI P irallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise (1.08 LbsfFt 3.1 Perm / Inch '. • • • • • • • +0,07% Volume Change @ - 40 0 F.. 2 wccks • • • *6.U^ /w Volume Chan'u r('Si :' Humidity, 2 wc.L:1 .: • • • .. ••• • • .. . .. • • • .. . • • • • • • I r:,n1~Z7�Ira�. 17RC I roduct Control Lxntincr @J 003 16:25 FROM -ABC SUPPLY 048 , NON 13:09 FAX 954 578 1042 561 585 465T T -TT9 P.003/008 F -260 POLYFOAY PRODUCTS, INC. I Q1 V u q olYTo:tm Products, line. ACCEPTANCE No.: 01- 0S21.02 ,ore: The physical properties listed above are presented as typical average values ad determined by accepted ASTM test methods and are subject to normal manufacturing yarintiort. LIMITATIONS 3.1 fire classification 15 not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH 160 shall solely be used with Ilat, low, & high tile profiles. 3.3 Minimum undcrlayments shall be in compliance with the Roofing Application Standard RAS 120, 3.4 Roof Tilt manufactures acquiring acceptance for the use of Polypro® AH160 roof - - - tile.adhesive with.their tile assemblies shall test in accordance with.PA._101._ 3.5 Roof Tile manufactures acquiring acceptance for two paddy placernetlt. with the use of Polypro® AH 160 roof tile adhesive with their the assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, Piz-A w MS INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AI-1160 shall provide sullicient attachment resistance, 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 notedin the roof tile assembly NOA 4.3 Polypro® A1 roof tilt adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc, Polypro® AH 160 Operating Instruction and Maintenance Booklet. 4,4 installation must be by a Factory Trained 'Qualified Applicator' opproved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 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 bc maintained between 1.0 -1.15 (A) : 1.0 (A), The dispcltSe'tlfic2 57iaJrtielei to" deliver 0.0175 to 0.15 pounds per tile as determined at ctljbra�tiot�, 1fl Qtlitzeitiggs shall be approved. .. ... .. • • • .. 4.6 Polypro® A11160 shall be applied with Foampro iC1171000 or ProPack® JO & 100 • • • • •• iispcnsttiL' equipment only • • • • • • • • • • • • 4.7 I'olyprom A1.1160 shall not bc exposed permanently toy ∎41 :Fr�J.�iit�1;� RS.�.C� i . •:NrvrjucltOntrol.1.4a in er I 'me 1: Aunesivc Placement Mor Each Ccncric'lllc Profile 1'11C1'r0111e PIucenlenl Detail Single Pntltly Weight Mist. (grimy) 35 Two Paddy Weight per paddy Min. (,;rams) N/A i -_ Flat. Low. High Profiles # l High Profile (2 Piece Barrett- Flat, Low, High Profiles ...... _ . #1 t#2 t 7 /side on cap and n 24 - - - N/A - N/A Flat, Low, High Profiles ti3 8 .6:2C FROM -ABC SUPPLY 048 561 585 4657 T -779 P.004/008 F -260 MON 13:09 FAX 954 578 1042 ruLtruAb rxuuuuia,,�.�. ilyfoam Products, Inc. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AHIG0 has bccn dispensed. 4.9 Polypro® AH 1 60 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein, 5. LABELING All Polypro® A1 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 ACCEPTANCE No. : 01- 052 .. ... • • • • • .. . . . • . • .. ... .. • • • .. • (:rank Ze,IONva, IZ.RC• • .: Vrldun;Ceatrole i 1n : 6 :26 FROM-ABC SUPPLY 048 561 585 4657 1-779 P.005/008 F -260 HON 13 :09 FAX 954 578 1042 rULI FU AS rxuuuVia,,n'. jvfoannt Prod_nfs, loco nail Amp pildk 0rr.0M U0••N11•• Loos CMS, c '.ODIUM Must 14fIt Carol M tftrall 10 In 101E moo our, MAO" .pprot4 tn. vl M110001 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ACCEPTANCE No. : 41- 0521.02 hit witAh D►11 must P: 1846" 7111 IInMfl1• r11r1 10 !r_ clot" 'lull Gn lwne our. Loop loom rrpm. 4 I. m p I.w •••1.1 4l 0.0•111114 $ 1I P WI 4n.yh 1•11dv. to rellkit 171ri1 Wife 0 4%1 M'-4 4L W pm Ma Moor p1e11ppIJ0.L1 71 Tom tows uo►41 bon Nis ro 1A1113 k 111 lot. Owl wads eopl N tao(p► Thu hA4• Ow*. : e „ % ......., ( W11H onl/e.b W., tk v IIul 44tbd WM ✓ . � .a• as/ L►+•n W w d 'an 1d I..Y rll 1r1 1.nn m 41111M• t,[km o Wophtl. 1 11t1A r I^rw Dowel • • • • • • • . • I4) JAph *log timo; Opllonll Nog, WNr •• •.• • • • • • •• • • • • • • • • • .• •• • . • • • .. .• • • • • • • • • 11-anl" "L. ltaia �R1 C • f'■edect Control etfinfier • '141t1np .25 " FROM -ABC SUPPLY 046 561 585 4657 7-779 . P.007 /008 F -260 NON 15:10 FAX 954 578 1042 POLYFOA1l PRODUCTS, INC. o %n1 Products Inc. ovph plastic omen' 3 Singh P4 undor Ills >r In. li paddy on r 4111 It paddy op of file ACCEPTANCE No. : O1- 0521,02: ADHESIVE PLACEMENT DETAIL 3. DOUBLE PATTY Hill Through plaallc cement ��In.i3In. Skip!, paddy on undrrlay,nu Singh paddy an Top al Ills Shale wilily under lilt Enos Clotmc P adal . (bstwoen IIIo) Paddy 'under tile) Pia Ihrougn plaitic csmsnl Sinpla Paddy undor 111 � • f7ln.e3In. Single , In. p lddy on under• Iiymonl SInplo paddy on lop of ills / �%� Fuels Gin W1Mp1w. Cam alwun Drip silos • • • • •• • • • • • • •• • • •• •• • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • Product Coillrol Examiner Single paddy bsfwsen (Is 1 In. e y In. Inteur1 ohs paddy save coma only • • •• • • • • •• • • rcS�>k • •: MU UV ti ► • 1 :25 FROM -ABC SUPPLY 048 lfON .13 :11) FAA a34 s /t1 luiT This Noticc of Acceptance consists of pages 1 through 8. 561 585 4657 7-779 P.008/008 F -260 ruLlru - rnuuu.JJ, a, \V yfontn Products. Inc. ACCEPTANCE No. : 01- 0521.02 Renewal of this Acceptance (approval) shall bc considered alley a renewal application has bixnt filed and the original submitted documents, including test - supporting data, enyineci'ing documents, arc no older that eight (tl) years. Any and all approved products shall be permanently Labeled with the manuracturcr's name, city, state, and the following statement: "Mivni -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered in a. There leis been a change in the South Florida Building Code affecting tho evaluation of this product a.nd the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the ort 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 scaled the required documentation initially submitted, is no longer practicing the engineering profession. • Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for tertnination 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. 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, The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date mny be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shalt be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. Failure 10 comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. END OF THIS ACCEPTANCE .. ... • • • • • •• • • • • • • • • • • • •• • • • • • •• • • • • • • • • • 4141 • • • 0410 • • • • • • • • • • .. • • • • .. • • riaik fittC:• 4141. • • • ••• • • Product Control Examinwr •- ...... ------- Disapproved (Signed) APPLICATION FOR BUILDING PERMIT Application is hereby innde 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. Owner's Name and Address Registered Architect and/or Engineer Name and address of licensed contract Location and legal description of lot to be built on: Lot Block Street and Number where work is to be don State work to be done and purpose of building (by Building Inspc er MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT D — (Signed)„. C ./ peared New Building Remodeling Addition No. of Stories To be constructed of Kind of foundation Roof Covering../ -"` ' Estimated Total cost of improvements $. C Amount of Permit $. Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to ....... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted forjpspec on the site work ch public notice or notices as are required by the Act. The undersigned agrees to employ only such J9ontr on work be rmed under this permit, as are licensed by Miami Shores Village Remarks and for no other purpose. Notary Public, State of Florida My Commission Expires STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- ...... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 7 Permit No.____ Date Read, Sworn to and Subscribed before me. LANNINC BOARD DATE Chairman Member Nlernber Member Member Member Council Approved Disapproved Date Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship.