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RF-10-2003Inspection Number: INSP- 154469 Permit Number: RF -11 -10 -2003 Scheduled Inspection Date: December 29, 2010 Inspector: Bruhn, Norman Owner: LINDEN, DANIEL & GLORIA Job Address: 1165 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: A ROOFING SPECIALIST INC Building Department Comments RE -ROOF TILE PasseW Failed Correction Needed Re- Inspection Fee December 28, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1122320290010 Phone: (954)966 -1185 Inspector Comments CREATED AS REINSPECTION FOR INSP- 153263. Canceled BY MARIA Page 7 of 10 Test Number Test Location Field Uplift Pull Test Test Result 1 - 11 Corner See Attached. Diagram > 35 pounds Passed 12 — 46 Perimeter See Attached Diagram > 35 pounds Passed 47 - 64 Field See Attached Diagram > 35 pounds Passed 65 — 68 Hip/Ridgj e Attached Diagram > 35 pounds Passed CORPORATE OFFICE 250 S.W. 13th Avenue Pompano Beach, FL 33069 FDOT Accredited December 27, 2010 A Roofing Specialist 911 South 58 Street Hollywood, Florida 33023 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof/Linden Residence 1165 NE 104 Street Miami Shores, Florida Dear Sirs: In accordance with your authorization, Federal Engineering & Testing has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on December 27, 2010 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of S- Shaped Concrete Tile Foam Set. The pitch of the subject roof is 4/12. Our field engineer visited the site and conducted 68 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results /'t4' Keith LeBlanc, P.E. o2/2d/i, Federal Engineering & Testing Florida Reg. No. 59394 Quality Since 1989 Assurance ENGINEERING & TESTING www. federalengineeringandtesting .com Phone: (954) 784 -2941 1(800) 848 -1919 Fax: (954) 784 -7875 Order # 10 -2130 CM EC Accredited Page 2 12/27/10 1165 NE 104 Street Miami Shores, Florida All test results were found to be in compliance with TAS - 106 and the Florida Building Code. 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 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 Federal Engineering & Testing is an independent third party providing un -biased testing information and results. Federal Engineering & Testing is a third party and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Federal Engineering & Testing appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Keith LeBlanc, P.E. /2 /z 1Ve Federal Engineering & Testing Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 08- 0423.20 F ENGINEERING 1 N A=0.1W = 0.1x56'=5.6' A=0.4H = 0.4x12'= 4.8' Perimeter Dimensions = 5'0" Corner area = 275 S.F.-11 tests Perimeter area=670 S.F.-35 tests Field area=2555 S.F.- 18 tests 72 Total Ridge Caps=4 tests 1_ I I t 71— . _ _,.... . 4 1 3 • 141 Lf A, if 'it I It, I i 1 1 1 rr 1,5 4(2 I I 64 ' — -31 Cr 6 7 6 1 15r 1.-- - 11 l' .--- I 1 i 7 . i I . , 3 GI 1 1 r --- 1 1 - , ---i ii , l ' ,._ ej H _ 1 - I 3. k --ill io. r Hr 1.? I F* --°/ H k '.(f'k \ 1 . 1 k I I H I I 7 • q fief 14 1.C. ) Field Sketch Not to Scale 1165 NE 104 Street Miami Shores, FL 1 sevvIAN isoss License #: C C,C l 3 Z.1SSO On or about 1 Z t ZQt f1 1 o 10'. 30 A P 1 , !did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at •165 ICE 10 5t (Yt l A CY1 L S 14012.12S F L (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signatur State of Florida County of Dade: Revised on 5/21/2009 RE: Permit# (Print name and circle License Type) DEC 2 9 2010 BY: Notary Public, Sate of Florida at Large INSPECTION AFFIDAVIT The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 2 oirH day of D eceitn Q ee. i. 40 °•`% PATRICK CONNOLLY s. +: .a ,,� Notary Public - State of Florida �,,��, r; Commission #DD873�1 '•idr';f.'s MY ?mtrtsst°n�'IPtles far4 M iami Shores Village Building Department licensed as a ( FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 22G l l Q Engineer / Architect, 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Miami Shores Village BUILDING PERMIT APPLICATION FBC 20 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING n OWNER: Name (Fee Simple Titleholder): C I b rt Q. ■ `n ck h Phone#: Address: I t Q S 1J k cs,k-re City: f‘lkalw1k S kA,,r e S State: F L-- Zip: 33 1 3 B Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: k k ko 5 N£ OW" Sk- e e# City: Miami Shores County: Folio/Parcel #: 0 ® a : 0 01..1 0010 Miami Dade Is the Building Historically Designated: Yes NO V� Value of Work for this Permit: $ 1 / ® Square/Linear Footage of Work: 3-11? Type of Work: ❑Address ❑Alteration ((�� Description of Work: \ `? It Orrf Structural Review $ fr-CMCSI NOV 0 . ?J)1 Permit No O Master Permit No. Zip: Flood Zone: CONTRACTOR: Company Name: (4 Q_oc cif% Sr—c- D...l L S'k �'� L Phone #: 994 960 (P 118c Address: k k �ptn�-t . 5E* Alt. Vtvu City: \,i tRl State: Qualifier Name:J �rr el 'e�S State Certification or Registration #: CC-C ( 3a7 8 80 Contact Phone #:1 3(e(0 5334 DESIGNER: Architect/Engineer: zip: 33E) A3 Phone #:: � 9 5 `F 9 (o (p 'IRS Certificate of Competency #: (2. r _ 0 0 0 4, (0 65 Email Address: c aQ' TQec'CASt' € Yn .t .CavW Phone#: ❑Newepair/Replace ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******* ** * * * * * * * * * * * * * * * * * * ** * * * * * * * ** *F * ** * * * * * * * * * * * * ** * * ** * * ** * * * * * * * ** * * * * *** Submittal Fee $ '50 • 0C- - Permit Fee $ CCF $ Scanning Fee $ 1.q• Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ CO /CC $ Bond $ TOTAL FEE NOW DUE $ Bedding 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. Signatur Sign: Print: Owner Agent The foregoing instrument was acknowledged before me day of /1 vim' l�ho,go l o , by �-`Tt4 I A' 1 who is personally known to me or who has produced As ldeentification and who did take an oath. NOTARY PUBLIC: /p � J e -'" I; / 4 6( UGC -fit^ CiAlaPe / /e) My Commission Expires: a Az p NOIAIIY mum= OF ,,t•.°• „ s ELLEN CaAMB Commission #DD617434 Expires; DEC, SB, 3010 9' Signatur Contractor The foregoing instrument was acknowledged before me this day of AfP�£abe4, 20 /0 , by '5Ffte , who is to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: !G' .,.v lit �G y.4 Print: ,GL C %/i1- efizire J it ssion Expires: L 6I ,,! RUtiUJ)THRU All AMIU BONJMNG ca, INC, APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Zoning Structural Review Clerk Nov 19 2010 1:30PM HP LASERJET FAX 11/17/2919 11:69 4873662750 AJ • UNB LUTY OCCUR APIVASS PEA: /LOO MACS 10000 AND VK%'80073 713 00 037 04 03 War7779491101 04/24/2010 op/la/2010 04/03/2010 04 / 24 / 2011 aAGH GCCRIRRIi00 e0/w6400 y aneroe MED SXP ( m o r o n s pemotO PMACONAL6 ACM No1IRV WavitnALASORECATE PRODUCTS. comp PAte 04/01/2011 CONOUGID 9INata LMR we widesin BODILY Imanty raw Am* :softy INLAY (Po =wino P'Ropaire OAMAQ4 par inNOTO MATO0NLY • FA ACCIDENT OMER MAN „CA ACC AUTO ONLY: AtQ 09/14/3011 EAOMOOCURROL E AO8REGATE EL EACH A0210100 8.L DtSEA9t• Se emrwvae DJ- MAR POLICYuWT LINfT& LINTS P*OBUOER 8 .gbpolet Rink 8 eX s &lc 14180 11a11ae Bank r 4500 :Dallas . TX 75154 (0001 822 -3098 ( 72) 715 -0959 Fax' (972) 404 -44 0 INSURER peg 1 /c/ A 7W01iTYG SPECIALT 911 9 SOCK Ave Wa11yoaee8. t{R 33003 f 9943 98@•9702 CCWFRM * 'W POUGIES OP ANY R@ptleBl9EN{p NAY PFRT4J 4 THE Pau0168 A08REGAT8 NOR LIABILITY x d RCIAL 0E CLARA MACE GEVL AGER80ATE 1 ficiusv Auu1IOMCIwe 13ABII. AMY AUTO .... AU. OMINE0 A 03 A MOM AUTOS seleavitaffi Aura GARAGE LIABILITY ANT AUTO LE9 LdAAN1.ITC 1. OTHER caOUCnBte RE1 MT0N INCIA txs EMPLOYEAlr C . ?hia or ;eJoan Rgtfe CERTIFICATE HOLD 1 MIAMI SHORES S.y>:1.DX 0 ORPARTMENT 200E0 e7e 2817 AvEsue MANS SHPRBS, FL 33 38 IACORD 254 (7107) ERTIFICATE OF LIABILITY INSURANCE f954I 909 -6359 cm LISTED BELOW 14AY2 (58220 TO THE 2182222 NAIL ABOAMS POR Tie POLILYPERIOD MCATED. NOWATi4'TAmoNA OR COMMON CF AMY CONTRACT OR OTHER OOC►iMSNT WmT0 RESPECT TO WORN TOSS CERTf5(0ATE MAY 02 mem an WIEAPRORDED THE P011CIS9 2b*GREW EU9u5CTT,ALL. THE TERM eMMONS AND OO IiIORCar nucli TB BROWN MVAY NAVE BEIM REDUCED eV PA97 CEAI98. you earn I CERTFf w.AIE NO. i GATE Acio.A3nnp1D- 935403 It/lI /IOwO I0c3a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1=: 1.! .•iA7: _.c ` _Z •1; s tlr = A.I= :• . ...,:..1.:" _ - •1.. INSURERS AFFORDING COVERAGE R D: OGLMEA E; ! ® fA otfaot rovided th a e l a +e tnt isppisQ�g ttT T:11 I . 8 / h . _�Q� a l �gp ��eeoed te o ° X ` war s m ° °ellu tia > 3:1 '. 4411,0 0 01/2010. ° • a $s a i AOARIONAL PUIUMeO:1bm(II= I.m5Rf AUTNORSIa REPRESENTA1WE 3 $ I e I p.1 PAGE al /82 1000000 $ 50000 5000 $ 1000000 ▪ 2000000 2000000 6 2000000 I 2000000 O 1000000 1000000 CANCELLATION afs>xueA.AYyr Tim mom. usatawampPct es BE 8AWDLLL000CPOR9 T(OBe1¢9Nw11Wy 0AT4 T tear• *Hz mum PaR!f TALI. oweiwoR TO MAN. 30 OAYB MRI IBN NOTICE TO TAB CERTIFICATE MAIM NAM= TOTNB LEFT, OUT FA RAM 5000 six SMALL IMPOSE NO 08110ATI0N OR LIABILITY MAW IMO UPON ma m6Iw. ITS AGENT80R RBPRe9eNTAwass, SI ACOND CORPORATION 18418 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.11 as 3 a" () bOt 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 Commencenent. 1. Legal descri Veani 1 2. Descrip, . of Improvement:' 2 - goof -r a r e d s 0.-1, 000 3.Owner(s) name and address: C 10 r t'A LAvvd e A 11105 N f~ t r5 S - M i awl S 1..o rd.S Interest in property: Name and address of fee simple titleholder. 4. Contractor's name address and phone number. •'O.1 1s4 ill l Sow 11.44. O nret A t- -oll.i taab 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 8. 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(1Xa)7., Florida Statutes, Name, address and phone number: 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, address and phone number 9. Expiration date of this Notice of Commencement Vebr'"4.r1 aS "• D \ l (the expiration date is 1 year from the date or recording unless a different date Is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSI IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUIS WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of ! -• s) or • t ' I • rized Offtcer/Director/Partner/Manager ` Prepared B I i i Prepared By Print Name t ' L1J/e /A / N ' Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was itcknowledged before me this By li la Individually, ❑ Personally known, oroduoed the following type of i Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SEC TION 92.525. FLORIDA STATUTES Under penalties of per)ury, t declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signa By Q` 123.01-52 PAGE 8 3H0 Space above reserved for use of recording office of properly and street/address: 1 \ S N E 10 t i " S+ M arrt 1 S k o re S 3 (.38 eP (3 .. -53 tt `"S1k // 0 +. 1 p 3 332 1 I II- `7 day of /V&A i 0 o Imo, for t_.. • c i — on: /tiAir 4'4 ' l o, t ,•r..� • n1I 16 3r Ci'Myl��'✓Cl Ld NOW PIIB�L �O�F FLORIDA ." EI.El� � DRIELID Comes -, nnnE #DD617434 , .•� Expires: DEC. 22, 2010 is 2dIkD THeL' A7dt EBO DINGCO,In s) or O d (s Ns Authorized Officer/Director/Partner/Manager who signed above: By Book27488/Page3577 CFN #20100770197 1111111111111111111111 111111111111111111111 CFN 2010R0770197 DR Bk 27488 Ps 33577; (fps) RECORDED 11/12/2010 11:42 :34 HARVEY RUVIN, CLERK OF COURT CIIAfI -DARE COUNTY' FLORIDA LAST PAGE 0 tu Page 1 of 1 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: 1'4f) /JCL & L4 4 L1 t r r� PERMIT # V o — ADDRESS: /i (0* sr' FOLIO NUMBER: 11 — 2232 o29-ooio FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) t - 1 1 1.56 TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): EAST OF FL.CCCL: VALUE OF RINCIPAL STRUCTURE (attach appraisal): * 225;9 14-7 OWNERS SIGNATURE: i ' i DATE: I 201 PLAN REVIEWER: PLAN REVIEWER SIGNATURE: DATE: 11 -12 -08 Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,221 Lot Size: 13,970 SQ FT Year Built 1966 Legal Description: EVENINGSIDE PB 4453 LOT 1 BLK 1 LOT SIZE SITE VALUE OR 15309- 26591191 1 OR 15309- 26591191 00 Year: 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$141,144 $50,000/$136,119 County: $50,000/$141,144 $50,000/$136,119 City: $50,000/$141,144 $50,000/$136,119 School Board: $25,000/$166,144 $25,000/$161,119 Sale Date: 11/1991 Sale Amount $152,500 Sale O /R: 15309 -2659 Sales Qualification Description: Sales which are qualified View Additional Sales Folio No.: 11- 2232 - 029 -0010 Property: 1165 NE 104 ST Mailing Address: DANIEL P LINDEN &W GLORIA J 1165 NE 104 ST MIAMI SHORES FL 33138 -2657 Year: 2010 2009 Land Value: $150,876 $377,190 Building Value: $225,947 $236,380 Market Value: $376,823 $613,570 Assessed Value: $191,144 $186,119 Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Miami -Dade My Home -Text My Home ra i. ade, OL Show Me: Property Information -Text Search By: Select Item 2Go to property map L3 Property Appraiser Tax Estimator 13 Property Appraiser Tax Comparison L Portability S.O.H. Calculator Summary Details: Questions and Print friendly version Comments webmaster a(miamidade.gov Property Information: Assessment Information: Exemation Information: Taxable Value Information: Sale Information: Additional Information: Click here to see more information for this property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments Page 1 of 2 Property Appraiser Home Page Property Information Online Help Property Information Home Page http: / /gisims2 .miamidade.gov /myhome /proptext. asp ?folio= 1122320290010 &vbMakeLink = 11/8/2010 Miami Shores Village APPROVED BY DATE ZONING DEPT { BLDG DEPT .. f // � .e•Q st it IJFCT TO COMPLIANCE WITH ALL FEDERAL 8 I A rE AND COUNTY RULES AND REGULATIONS SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. ..eA • Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of pro rding 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. . Gt∎ Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior ,ving the existing roof system). �� ` � ommon roofs: Common roofs are those which have no visible delineation between neighboring u (I.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner hould notify the occupants of adjacent units of roofing to be performed. / 4i~ .Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can •e vi -d 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. This provides the option of maintaining the appea -nce ren to rem Ponding water: The current roof system and/or deck of the building may not drain well and may ater to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the origi I roofing system is removed. Pounding conditions should be corrected. AO, IA • n = Agent's S ► =tu - Date Revised on 7/9/2009 LD l anYVE NOV 1 a 10 BY; . ..o .............. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not o :loaded 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 acco . ance ith the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the in , or 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. / 5"/O �` �t15 t� Contractor ature Date ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. n Process No. Contractor's Name A (LOOT ([ ✓\ S� .e C t A�I S� • C- Job Address 1145 N£, D Si yee k ❑ Low Slope ❑ Mechanically Fastened Tile t e Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ New Roof Reroofing ❑ Recovering FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) ❑ Prescriptive BUR -RAS 150 ROOF TYPE ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 3919 ,Se R (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. Total (SF) 391 1 1 4 4 1 r M T 5- J ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Ste Sloped Roof System) Roof System Manufacturer:E ,- Notice of Acceptance Number: N _ 6, 6 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: — 1 -l• P2: 18 P3: . Maximum Design Pressure (From the Product Approval Specific System): Rojf Slope: : 121 Ridge VeNilation? t4 4\ Mean Roof Height: \ - - . • • - as B - • Il Deck Type: L 0 0 Type Underlayment: Insulation: r Fire Barrier: r r s\f'N Fastener Type & Spacing: 440c- • la's 0-c- 304 A s M Adhesive Type: \-kt,--\- cksk4,04-1t FLORIDA BUILDING CODE — BUILDING Type Cap Sheet: 904* Tt l LAY \ GC-e r I 0 Roof Covering: rEn4-P9 re\ cp (S; s 3x Type & Size Drip Edge: ckiv Mean Roof Height -> Roof Slope 1, FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section (Ti�'Ip Calc,uhtienc7 Method 2':Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mr. If the Mr values are greater than or equal to the M values, for each area of the roof. then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" (P I x >`. 7 101) - Mg: '7. 0 = M 18.31 Product Approval Mr 3 8.1 (p� 1 � r_. 45a7.19.426)_ 6 x X • "J > - Mg: . = Mr ? °�C `i i Product Approval Mr '3R .1 (P3: - ` X Mg: 1.D = M, 3G - Product Approval Mf 4. 15' M required Moment Resistance* ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 20' 25' 30' 40' 2.12 344 365 3R 7 39.7 477 "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values ar.^ for each area of the roof. then the tile attachment method is acceptable. " : " "t' re c., „t P Method 3 "Moment Based Tile Calculations Per RAS 127” x L = xw:= ) - W: x cos N = Fr! Product Approval F' xw:= ) - W: x cos . A (P • x = Fr? Product Approval F' L = xw:= - W: x cos B = r Product Approval F' Minimum Attachment Resistance RAS 127 Table 1 or b an en ineerin anal sis , re , ared b PE based on ASCE 7 All calculations must be submitted to the buildin official at the time of rmit a, , iicatton. MIAMI 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 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinecodeonline.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. This replaces NOA # 06- 0310.07 and consists of pages 1 through 6 The submitted documentation was reviewed by Alex Tigera. NOA No. 06- 0606.06 Expiration Date: 06/07/11 Approval Date: 07 /06/06 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE 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. 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 Roofing Roofing Tiles Concrete 1 =18" w= 10 /a" min. 3 /" thick 1= varies w = varies varying thickness TAS 112 TAS 112 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 V2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. 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 Dimensions Roof Tile Mortar N/A (`TileTiteTM") Roof Tile Mortar N/A TAS 123 ( "Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar N/A TAS 123 ("BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive N/A ( "Polypro® AH160 ") Test Specifications TAS 123 Roof Tile Adhesive Factory premixed See PCA TileBond canisters Product Description Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. See PCA 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. Bonsai Co. with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) Hurricane Clip & Clips TAS 114 Corrosion resistant Generic Fasteners Min.' " width Appendix E clips with corrosion Min. 0.060" thick resistant nails Clip Fasteners Min. 8d x 1 '4" 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 - M (ft -Ibf) for Na il-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 Oh" from head of tile. Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7':12" or greater Valencia Spanish "S" Tile Batte ns Direct Deck Battens Direct Deck Battens Direct Deck Batten s 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 (Ibf) Length -I (ft) Width -w (ft) Valencia Spanish "S" Tile 11.1 1.5 .854 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 (ft) X (ft) Profile Batten Application Direct Deck Application Valencia Spanish "S" Tile 0.232 0.252 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 5: Attachment Resistance Expressed as a Moment Mi. (ft-Ibf) for Two Patty Adheslve Set Systems Tile Profile Tile Application Minimum Attachment Resistance Valencia Spanish "S" Tile Adhesive 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Valencia Spanish "S" Tile Polyfoam PoIyProTM 66.5 Polyfoam PolyProTM 38.7 4 Large paddy placement of 45 grams of PolyProm' 5 Medium paddy placement of 24 grams of PolyProm. Table 5B: Attachment Resistance Expressed as a Moment - MI (ft-Ibi) 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 PROFILE DRAWING 10 -1/4" END OF THIS ACCEPTANCE ENTEGRA VALENCIA SPANISH "S" CONCRETE ROOF TILE NOA No. 06- 0606.06 Expiration Date: 06/07/11 Approval Date: 07/06/06 Page 6 of 6 M IA M DAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jftrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: 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: Product Dimensions Test Specifications Polypro® AH 160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Roofing Roof tile adhesive Polyurethane N/A N/A 17 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description 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 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% 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 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 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- 062b[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® AH 160 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® AH 160 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. i ■ F w 2 F ,_ , MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) 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 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® A11160 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® AH160 shall provide sufficient 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 noted in the roof tile assembly NOA 3. Polypro® AH160 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® AH160 has been dispensed. 9. Polypro® AH160 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® AH 160 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 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 1Jto23 Optional 2a4s for square inches tn mint with the pan ttIe \ stheP Pitch a ' ces 2) Tura covers upsidedown. Place adhesive 112 in. To 1 hi. From outside edge al cover tile. Then ivata0 the tile. R tapper of the cave course cover tile. Abut to second course of par tiles. Ensure eave ed of pan and are flush at cave line. Eava closure (mortar shown/ lid through plastic wined NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nall through plastic cement fain. t x3in. Single paddy on under- brand Paddy (between tile) Paddy (under tile) Single paddy on top of the Single paddy under tile Eave course • 2in.X7in.medium size paddy eave Fascia course only ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Underlayment 1 in.x 3 in. Single 4 in. ■ paddy on under - iayment Single paddy under tile Single paddy between tile 21n. x 7 in. medium size paddy eave course only Single paddy on top of tile Eave Course Fascia Weephola Eave closure Drip ed90 Nail through plastic cement '3 in. x3 Single ! paddy on underlayment Single paddy on top of tile Eave Course Single paddy under tile Singhe paddy between tile Eave Closure 2 in. x 1 in. medium size paddy eave course only Fascia END OF TIHIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 COLLECTION: VALENCIA SPANISH "S" STANDARD COLORS CATEGORY 1 Antigua Black Antique L- ANTI- AA- Y -SM -15 CATEGORY 2 Desert Tan Black Antique L- DSTN- AA- Y -SM -15 Sandstone Black Antique L- SAND- AA- Y -SM -15 Canyon Clay Carmel Black Antique Black Antique L- CACL- AA- Y -SM -15 L- CARM- AA- Y -SM -1 Spanish Clay Tan Black Antique Black Antique L- SPCL- AA- Y -SM -15 L- TANN- AA- Y -SM -15 Adobe Clay Cedar Spanish Red Terra Cotta No Antique Black Antique No Antique Black Antique L- ADCL- NN- Y -SM -15 L- CEDR- AA- Y -SM -15 L- SRED- NN- Y -SM -15 L- TERA- AA- Y -SM -15 Spanish Clay with Black Antique Antigua with Black A • r CATEGORY 3 ce t Doral Orange No Antique SR:.45 L- DOOR- NN- Y -SM -15 99 92 Nevada Clay CR C ® No Antique SR: .52 L- NVCL- NN- Y -SM -15 TE: .91 Fin selection should be mad DO N'T SEE COLOR A OU LIKE- Custom Colors are available. See page lutormati ore on { COLLECTION: PLANTATION FLAT PLANTATION FLAT COLLECTION From a rustic shake look to a contemporary feel, the Plantation Collection presents a rootjine aflored to the style of your home. ." / 'f' �a Slate with Black Antique, Tapered Shake