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RF-12-450Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: IISIS P-171137 Scheduled Inspection Date: April 25, 2012 Inspector: Bruhn, Norman Owner: HELLER, DAVID & JUDE Job Address: 1300 NE 94 Street Miami Shores, FL 33138 - � I -X15 Permit Number: RF -3-12-450 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 3305-757-8142 1132050100120 Project: <NONE> Contractor: RAINBOW ROOFING & TILE Phone: (305)301-2017 Building Department Comments RE -'ROOF FLAT AND TILE y Inspector Comments PasseW:K� ICt� Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 25, 2012 For Inspections please call: (305)762-4949 Page 9 of 24 x A-1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786-326-9877 Fax: 305-485-9011 alroofinspection@gmail.com LAB CERTIFICATION # 10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 .,( Roofing Contractor RAINBOW ROOFING Job Address 1300 NE 94 ST ML4MI SHORE Owner's Name JUDE HELLER Type of Tile FLAT TILE 9" Approximate Roof Height 12 feet Roof Pitch 3/12 Approximate Square Footage of Roof Date Tested 4/23/2012 Contact Name MANUEL 4 ft 2 Number of Tests 18 Permit # RF -312450 Date Installed Type of access to Roof OK Required Testing Force 35lbs Testing Equipment: F.G.E. 100. Phone # (305) 3012017 LOCATION # OF TEST PASS © Pass © Pass # OF TEST _ 0 Tests _. 0Tests FAIL El Fail El Fait [ Corner Perimeter 4 Tag 6 Tests Field 6 Tests © Pass -0 _...0 Tests Fall Ridge 2 Tests 18 Tests 0 Pass C © Pass 10 Tests _ 0 _ Tests El Fail Fail Total IN TAS ACCORDANCE06 TESTHAS BEEN PERFOTHE RMED INFULLACCCORDANCOCOL PA CEE,THIS ROOF ASSEMBLY HAS TO THE REQUIREMENTS DADEED THE COUNTY, STATIC WITH NO DEVIATIONS. CONTROL RE RT IS IS NOT GUARANTEED IN CASE OF NATUR7D. Cor_ yl REMBERTO CONTRERAS RE RE # 21522 A-1 ENGINEERING INSPEC'T'ION SERVICES INC CERTIFICATION NO 10-0512.01 7066 SW 44th Street Miami, Fl 33155 - Telephone (786)326-9877 - Fax (305)485-9011 A-1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786-326-9877 Fax: 305-485-9011 alrooflnspecbon@gmail.com LAB CERTIFICATION # 10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Rooflng Contractor RAINBOW ROOFING Permit # RF -312450 Job Address 1300 NE 94 5T MIAMI SHORE Owner's Name JUDE HELLER Type of Tile FLAT TILE 9" Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 4 ft 2 Required Testing Force 35lbs Date Tested 4/23/2012 Number of Tests 18 Testing Equipment: FG.E. 100 Contact Name MANUEL Phone # (305) 3012017 SKETCH OF ROOF t t t t t t t t t t t t t t t Revised by 7066 SW 44th Street Miami, Fl 33155 - Telephone (786) 326-9877 - Fax (305) 485-9011 o MAR 16 2012 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 attacheA) i \ PROPERTY OWNER: PERMIT # ADDRESS: ODO N/ FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD:. EAST OF FL.CCCL: D` COST OF PAST IMPROVEMENTS (12 MONTHS): I e o (I J�J COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):&�6 VALUE OF PRINCIPAL STRUCTURE (attac appraisal): OWNERS SIGNATUR • DATE-,--->4s/a0 I� PLANREVIEWER• PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 a 3� Z Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PE PLICATION Fsc 2' Permit Type: BUILDING ,ROOFING OWNER: Name (Fee Simple Titleholder): —3 U fA O., Permit No. -0 Master Permit No. �� l `_ Address: 13 ® Q. I\j E I S 4— city: _ l G 0"tk 0ye-S State: L Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 13 ®® �'5 �:-: 9 q S I City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: �/Zo City: M 1 C? n -r. Qualifier Name: M ytL®GiVO4"''q l ( e iii az. De-cl ri CJ C, i 7: J a-ry C /I E Zone: (.305) 301 -Zo1-7- zip: 33 / 5e r---- Q305J 301 - ZC/ 1 7 State Certification or Registration : �e� � /3 Z8,3 15 Certificate of Competency #: Contact Phone#: k4Qk1 U Q1 sa"geEmail Address: Sa/�! �/�!® ��� red DESIGNER: Architect/Engineer: Phone#: 0 Value of Work for this Permit: $ 1 ® Square/Linear Footage of Work: Type of Work: 3Wdedition OAlteration bew ORepair/Replace ODemolition in f Work: /Uq-Qj Z��� l� Je Submittal Fee $ Permit Fee $ 6 © CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $Z—,1 03/14/2012 09:43 FAX 3052691108 DELTA INSURANCE UND. 11/001/001 CERTIFICATE OF LIABILITY INSURANCEDATE 1 034/2012 „MMON THIS CERTIFICATE OS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGAMVELYAMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement, A statement on this certificate does not confer rights to the Certificate holder In Ileu of such antinfaamanwat DELTA INSURANCE UNDERWRITERS, INC. NAM' "' LUIS DE LA LLERA PHONE 777 N.W. 72nd AVENUE, SUITE 3133 Ala b Ed): 305-269-1107 No 305-269-1108 MIAMI, FLORIDA 33128 WD -R6: DELTAINSUNDCAOL. COM INSURER(S)AFFORDING COVERAGE NAIC S INSURED RAINBOW ROOFING & TILE, CORP. 420 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 INSURERB., INSURER C. INSURERD: INSURER E INSURER F. A THIS IS „wvn numocn: O CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TOALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. GENERALuABIUTY 7 COMMERCULL GENERAL LIABILITY CLAIMS -MADE F-71 OCCUR X 3ENIAGGREGATE LIMITAPPLIES PER; VI-PoLicy n j- F1 LOC AU1=OBILE LIABRZY ANYAUTO AUTOS EDNODULED e HIREDAUTOS V008WNED UMBRELLALaB OCCUR EXCESS LIAB CLMMS.MADE DED �py�RETENTION ss �LOYEiS UABILdIY AND ANY PROPRIETOR/PARTNERIEXECUTIVE YIN OFFICERIMMISEREXCLUDED? F N/A (SMa�ymeedadto ' Neer DESLIPTION OF OPERAnoN3 below DESCRIPTION OF OPERR ONS I LOCATIONS I VEHICLE$ (A :ONTRACTORS LICENSE NUMBER CCC1328325. EACH OCCURRENCE $ 1,000,000. PREMIE D Is 100,000. MEO EXP (Any we perean) 5,000. CBC10000835100 02/20/2012 02/20/2013 pERSONALB,ADV INJURY $ 110001000. GENERALAGGREGATE $ 2,000,000. PRODUCTS-COMPlOPAGG IS 11000,000. Gdodub. If more spam is IegaUed) MIAMI SHORES VILLAGE /BUILDING DEPT. (Ea acddent - -- - S BODILY INJURY (Per person) $ BODILY INJURY (Per E dent) $ = AMAGE $ P.I.P. a t EA- FACHACCIDENT $ E.L. DISEASE - POLICY LIMIT $ SHOULD ANY OF THE ABOVE DESCRMED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL SE pELIYERED IN 10050 N.E. 2nd AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL 33138 PH 305 795 2204 FAX 305 7568972 AUTHORIMD R o-Ketw mTIVE LUIS DE LA LLERA ACORD 25 (2010/06) The ACORD name and logo are registered marks of ACO 2010 ACORD CORPORATION. All rights rl "Med. irz3�.alNr at4 � a t 13Z Ws:c r, �rES.`� � ��Ll1�1� f3xib�F;3 s tts j � � � "XON (850) 487-1395 .rte mS�DO NOT FORWARD Itnom MW , , RAINBOW ROOFING AND TILE CORP WN4,71,14% MARIA TISCARENI PRES 420 TANIAMI CANAL RD 10-04-2011 JEFF ATWATER STATE OF FLORIDA CRIEF FINANCIAL OFMCER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 10/04/2011 PERSON: SANCHEZ FEIN: 753052703 BUSINESS NAME AND ADDRESS: RAINBOW ROOFING a TILE CARP 420 TAMIAMI CANAL RD MIAMI FL 33144 EXPIRATION DATE: 10/03/2013 MANUEL DETACH HERE AC# STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIO�'ZOltl C`ONSTRUf rTO W T�Tlnrs��l�v T.T�Y7 1rS�T ,na8. i� B SEMA I,100512*00991 LICENSE NBR 05/121`2010 109815.9516 CCCI328325 a atYs a�wvr �:aV v �,.�hY d AF2ll: i �/pt Named below IS CZRTIFIED Under the provisions of Chapter 489 FS. Expiration elate: AUG 31, 2012 SANCHEZ, MANUEL ISMAEL 9 RAINBOW ROOFING & 'PILECORP 420 tA%k'IAMI CANAL RD MIAMI FL. 33144-2547 RLXE CRIST Cam t OVERNOR I BR% BCAMARY DISPLAY A$ REQUIRED BY LAV, . I 1 Bonding Company's Name (if applicable) Bonding Company's Address city State 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 qermi is issued. In the abs nce of such posted notice, the inspection will not be approved nd a reinspection fee will be charged. Signature Signature Owner or A ent Contractor The foregoing instrument was acknowledged before me this day of , 20 2kC 2 who is onally known to me who has produced As identification and who did take an oath. NOTARY PUBLIC: � may' •��«i The foregoing instrument was aclwledged before me this day of ,20 M '41a , who issonally kno o me or who has produced R!E� as identification and who did take an oath. NO9rADV U7TRi YP- Sig[ Prin My APPROVED BY`U Plans Examiner Zoning Structural Review (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk ROOF ASSEMBLIES AND ROOFTOP STRUC ESp�c bt Master Permit No. Contractor's Name Job Address E � c�ft a Ev C J II d d o 1v9iami Shores Villane� APPROVED I BY I DATE ZONING D Florida Building Code Edition 24973 DEPT High -Velocity Hurricane Zone Uniform Permit Appl cation Form. SUBJECT i 0 CGMPUANCE VVI FI -I ALL FEDERAL Section 0 (General Infonnatid4TE ANL) Uc liN i f r�L LES AND REGULATIONS Process No. . Q I Y- 0 w 9_(i ® UUP l tZ ®® t e q(/ S ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ❑ Prescriptive BUR -RAS 150 / ROOF TYPE V New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped �f Area (SF) Total (SF) t 1� � 52-5 action 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. �i FLORIDA BUILDING CODE — BUILDING 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 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 ant the contractor. he owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of that the roof system meets the wind resistance and water instruction performance standards. Aesth tics (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,Agie4ment between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be i 'Waccordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to re ging the existing roof system). 3. L Common roofs: Common roofs are those which have no visible delineation between neighboring townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or ower vi uld notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can i om below. The owner may wish to maintain the architectural appearance; therefore, roofing nail gene ation of the underside of the decking may not be acceptable. This provides the option of maintaining the appeara e. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may s t r to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distr s 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 4ver g system is removed. Pounding conditions should be corrected. 6.verflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not om a buildup of water. Perimetededge wall or other roof extension may block this discharge if qcpers (wall outlets) are not provided. It may be necessary to install overflow scuppers in rd a with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inte of the structure assembly (the building itself). The existing amount of attic ventilation shall not be r u d. It m ob beneficial to consider additional venting wp ich can result in extending the service life of the roof. '3�/�/i Do e erd's Signature Date Contract rgnat ire Date Revised on 7/9/2009 LD Tile hoof System maximum Design Wind Pressures, (Frohn We HOA Sp@Wc system): 40.4 P5f FM In the sp ecdelc roof assembly comPan®nta. If a component is not mquked Insert not aWkSble (n1a) in the Mare box. Roof Slope: El"112" Drip Edge fastener Type: 1-114 RS NAIL 400C Hook Strip/Cleat gauge or weight: " Solid Hook Sip Deck Type:Plye+ood— Aptioetal Insulation: NA ---•-'... ®....M. 4 AMSQMnta &89.9888-908 ONO a CM9 MMA Secdon E 2 14 1 MlarnlZade+ County Building Department Electronic Application 'k"M High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every ®ay° Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based the systems, use Metltod 1. Compare the vsfuas fcr Mr wfth the values from Mf. If the Mf values aro greater than or equal to the Mr values, for each area of the tsof, Urn the We ettachmeM method 19 aocsptebls. P 1: '45.1 x A 0.208 a 8.389 _ 8.91 a Mr1: 3.27 s 40.4 NOA Mf P 2: -78.8 x A 0.208 m 98.3& _ Mg: KI - Mr2: 10.24 s 40.4 NOA Mf P 3: '1182 x A 0.208 a 24.17 _ p9; 8.19 s Mr3: � S 40.4 (SOA Mf Method 3 -Uplift Based Tile Calculations Per RAS 127" For Uplift based U!e systems use Method 3. Compare the values for p with the values for R. If the p values are greater than or equal to the Fr values, for each area of the roof, then the Its attachment method Is aomptable. Where to Obtain Information to cornplete We calculations -- • . .�.�.P. , onrn9 s mg<mnjLi &OLS898-90C SIA 1l4dnS 3nDVZ--MnS MONO NOTICE OF ACC "ANCE MOM MwEer Lifei1 % LW M 13toq Road IaW Wales, FL 3 •DADS COUNW, FLORIDA MKINO-DADE FLAMER BUILDING 10 WWr FIAGM STRWr, SUM 1603 MIAMI. FLORIDA 33130.1563 ("S) 375-2901 FAX (305) 373-2908 be done in its entirety. 1148PEMON: A copy of this entire NOA shall he Provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sito at the request of the Building Official. This renews NOA 002-1211.08 and consists of MRS 1 through 7. The submitted documpawdon was reviewed by Alm T NOA ft- 07-1023.12 Approval DAW.121t3/07 Page 1 of 7 e d ' 1S/ 7 t 600M 6 dus tan8A LGL -0.0e CMI AcUMS @'DSIMM ROOFING ASSEMLY APPROVAL Category: Roofing Sub—Category: Fiat Profile Ruing Tiles Ma concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake do Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Reston, FL and dewribed in Section 2 of dais Notice of Acceptance. For locations whom the pressure requirements, as determined by applicable Building Code does not exceed the dedgn, pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. 7U aftchment. cWcul shell be done as a moment based system 2. PRODUCT ]DES ON niactnred iry Test "AkwS twtonsRWJMR Product Monier Lifetile 1=16" TAS 112 Flat, interlocking, hila pmnure extruded Atlantis Shake and W- 10" concrete shake and slate roof the equipped Slate Tile 1 I/ate thick with two nail holes. For direct deck, mortar or adhesive set applications. Trim Pieces I varies TAS 112 Accessory trim, concrete roof pieces for use w varin at hips, rakes, ridges and valley terminations. varying thicknm Manuftctured for each the profile. 7.1 SUBAffrMD E EN : Tett Auencv Feat WINK imumustm 20 Redland Technologies 7161-03 Static, Uplift Testins Dec. 1991 Appendix W PA 102 & PA 102(A) The Center for Applied A Static Uplift Testing March, 1994 Engina:aring, Inc. 94-084 PA 101 Set) May 1994 (Adhesive Set) The Center for Applied 25-7094-2 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck. NewConstruction) Tho Cuter for Applied 25-7 Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nom, ) The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994 Enjincering, Inc. PA 102 (4" Headlap, Nails, Ditict Deck, Reco eroof) NOA No.: 07-1023.12 ®r Upiratloa Dater 12/16/12 Approval Date: IV13107 Page 2 of 7 am a •rile:L elm= a 4MSCRFIAs &Stooge—ace Cue Aaatas mrMwRA.Inva "®"'d ', T AtteseY Teat � en r Tgt K wort The Center for Applied 25-718.3-6 Static Uplift Testing Feb. 1945 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Coda for Applied 25-7183-5 Static Uplift Tsting Feb.1995 Engineering, Inc. PA 102 (2 Quik -Drive Screwa, Battens) The Center for Applied 25-7214.1 Static Uplift Testing Much,199S Engineering, Inc. PA 102 (I Quik Drive Screw, Direct Dock) The Center for Applied 25-7214-5 Static Uplift Towns March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Sam, Battem) Redland Technologies 7161-03 Wind Tumal Testing Dec. 1"I Appendix 11 PA 108 (Nal ) Redland Technologies er Dated Aug. 1,1494 Wind Twmd Testing Aug. 1994 PA 108 (Dial ) Redland Technologies 31-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing Sept. 1993 of sow vs. mw& shank hails The Center for Applied Ned No. 307025 Wind Drives Rain Oct 1994 Engineering, Inc. Test OMM-77 PA 100 P"Issionai Service 224.47099 Physical Properties Sept. 1994 Industries, Inc. PA 112 Celotex Corporation Testing 520109-1 static Uplift Testing Dec. 1998 Service 5201114 PA 101 March 1999 520191-1 Walker Engineering, Inc. Calculations Aerodynamic Multiplier October 2007 Walker Engineering, inc. Calculations Moment of Gravity August 2007 Welker Engineering, Inc. Calculations 25-7094 February 1996 WElker Engineering, bm Calculations 25-7446 April 1996 Wrn9ker Engineering, Inc. Calculations 25-7584 December 25-7804b-8 1996 25-7 & 5 25-7848-6 Walker Engineering, Inc. Calculations 25-7183 March 1995 Walker Engineering, Inc. Calculations Aerodynarnic Multipliers April 1999 Walker Engineering, Inc. Calculations Two Patly Adhesive Set System April 1994 Nuning Engineerins TAS -112 13343.1 June 2007 NDA No.: 97-1023.12 Expiration Dots: 12/16192 I Q -e, - Approval Def 1L13M7 %I Page 3 of 7 g a e®s t •®®usag:a •A8® :a 600a a d3scan.0, &skas"-&oa cmi ins a-mvaAnna NomA 3. L ATIONS 3.1 Fire classification is not pad of this accieptance. 3.2 For mortar or adhesive set file application& a static field uplift teat shall be performed in accordance with RAS 106. 3.3 Applicant shall main the services of a Miami -Dade County Certified Laboratory t9 perform quarterly test in accordance with TAS 112, appendix'A'. Such testing shall be submitted to the Building Code CompliaticeOffice for review. 3.4 Minimum undedayment 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 goof slope unit= stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptum is for wood dock applications. Minimuara dock requirenwats shall be in compliance with applicable building cam. 3.7 May be installed on slopes 7:12 and greater with a minimum of two scraws. 4. INSTALLATION 4.1 Monier Lf dle Atlantis Shake and Siete Concrete Roof Tile and its wmponents shall be installed in strict compliance with Roofing Application Standard RAS IIS, RAS 119, and RAS 120. 4.2 Data For AttacAtment Calculation Table 1: Average Weight and Dimensions n me w ) Tile Profile W ht- (lbn . length-1(ft)Width-w (It) Monier I.ifett Avands Shake §M Tile 8.5 1.33 0.833 Table 2: Aa k Itlum on - Tile x ( ) x Profile BaWn n Direct Dock 82plication ftnisr cifaatile Atlantis SharksSia to Tife WA 1 0.206 N®A No.: 07-10=12 tq*ndon Date: 12/102 Appriwaal IVIYU7 Pop 4of7 0 d eak "01"an . L ° 19®99 :.L 600a L anslegnA,3% ONO Add67S WMA RestoringTable 3-a Moments .e to Graft Ma N®A No.: 07-10=12 tq*ndon Date: 12/102 Appriwaal IVIYU7 Pop 4of7 0 d eak "01"an . L ° 19®99 :.L 600a L anslegnA,3% ONO Add67S WMA iaWa 4: A#wJmwnt Reslatomm Expreend as a Moment - Uf ( - for Naii-Gene ns Tile IF ten T k ®1 flans plro (min 15132" (mnin.191320 plywood) Monier Lifdb -10d Ring Shank Nalia 34.9 38.1 NIA Aftntis Shaka 1-10d Smooth or Suaw 7.3 9.8 NIA Slate THO Shank Nag 2-1 Od Smooth or Screw 14.0 18.8 NIA Shank Nab 105 screw 30.8 30.8 WA 2 08 Screw 51.7 31.7 NIA I A Od Smooth or Screw 24.3 24.3 NIA Shank Nail 1-10d Smooth or Swew 19.0 1" NIA Shank NO ffM CI' 2-10d Smooth or Sam 35.6 35.5 N1A Shank Nails Ca 2-10d 31.9 31.9 PIA �- as e_ ... ��. NEI IF a a�B�o®®opt •®ea®ag : a • assga : t a eIIs tMeaI) N®A Not 07-102.3.12 itzpIeaton DOW I2nm A IVI"7 Pap 5 ®t 7 tatesaet-800 *No Adan an ewsnne asoma 5. LABELING All tiles shall beer are imprint or identifiable marking of are menuf icturces name or logo, or following statement: "Miami -Dade County Product Control Approved". MONIER LIFEIMX LLC, ATLANTIS SHAM AND SLATE (BOCA RATON, FL PLANT) LOCATED LW=RNEATH TUX 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 property evaluate the inst&HadOn of this syt. a .6 "Aslfes:& 600Z L 4016(MnJL� NOA No.: 07-IM12 flan Datc IVI6n2 Approval Dates 1211"7 Pace 6 of 7 L61,0680-008 till Ad M0 9-M ID -4 ef.. -A . yet° .,Piv ° I. ., END OF :I NOA No.: 07-1013.12 Explratloa Date:1VIN1Z Approval Datm IV13107 Page Iof7 d ° 100 : a acmw t auscanilp LGkOOSS-000 OBS E ,Addng MA'689'S Yi®"d