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RF-15-1146Project Address Parcel Number Applicant 41 NE 107 Street 1121360070360 Miami Shores, FL Block: Lot: JON FARNHAM i Owner Information Address Phone Cell JON FARNHAM 41 NE 107 ST MIAMI SHORES FL 33161-7029 Contractor(s) Phone Cell Phone ANCHOR ROOFING COMPANY of Work: Repair onal Info: REPAIR LEAK IN TILE ROOF 9" FLAT TI ification: Residential ling: 1 Fees Due Miami Shores Village CCF 10050 N.E. 2nd Avenue NE DBPR Fee Miami Shores, FL 33138-0000 DCA Fee Phone: (305)795-2204 Project Address Parcel Number Applicant 41 NE 107 Street 1121360070360 Miami Shores, FL Block: Lot: JON FARNHAM i Owner Information Address Phone Cell JON FARNHAM 41 NE 107 ST MIAMI SHORES FL 33161-7029 Contractor(s) Phone Cell Phone ANCHOR ROOFING COMPANY of Work: Repair onal Info: REPAIR LEAK IN TILE ROOF 9" FLAT TI ification: Residential ling: 1 Fees Due Amount CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee - Repairs $100.00 Scanning Fee $3.00 Technology Fee $0.80 Total: $108.60 Valuation: $ 650.00 Total Sq Feet: 100 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -5-15-55558 05/20/2015 Credit Card $ 58.60 $ 50.00 05/14/2015 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Roof Repair Final Roof Review Roof 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 ut e I authorize the above-named contractor to do the work stated. May 20, 2015 Authorlized Sig atu : Owner / Applicant / Contractor / Agent Date Building Department Copy May 20, 2015 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 MAY 14 201 BY: =I ZA FBC 20 I� Master Permit No. *�: � -S— Q � '-i6 Sub Permit No. ❑BUILDING ❑ ELECTRIC [2 /ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP t• ` CONTRACTOR DRAWINGS JOB ADDRESS: t< 101 ST' City: Miami Shores County: Miami Dade Zip: 331 V i Folio/Parcel#: it — 213, 10 0 0_7 0; bo Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): fl?til E amt 1 A� Phone#: 30S z'V t' 9 Address: y 1 49 107 .14• City: /nlA-r , Jr oae s State: I- L Zip: 331(01 Tenant/Lessee Name: 14 Phone#: Email: CONTRACTOR: Company Name: AA0_Hj&= "_�10rio4Q Co • Phone#: 305 /09 1 %7 0-7 Address: City: I A . State: E'"L Zip: 5301-"S Qualifier Name: Phone#: 305 /09 1 77 0`7 State Certification or Registration M. CO -0- 132.47 10 Certificate of Competency #: DESIGNER: Architect/Engineer: 14 A Phone#: Address: City: —State: Zip: Value of Work for this Permit: $ %SD Square/Linear Footage of Work: /60 s 9 - Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: 746AArR. 464K /.J TLE 720 ❑ Demolition /no Sr, Specify color of color thru tile: I *rrf, Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ CSV • CD Bonding Company's Name (if applicable) - AIA Bonding Company's Address - City State Zip Mortgage Lender's Name (if applicable) M A 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. t 6 Signature Signature W ER or AGENT I CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this r Y day of 20 Ir , by %Lia�lL 11`�J who is personally known. to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as day of 201S— , by —13go who is personally kknnomwn to me or who has produce as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ---> 9. Print: l'' P % SHIRLEY SPARKS `�` `a�'� Seal: Seal: ;20, �Notary Public - State of Florida *J My Comm. Expires May 12, 2017 Commission # EE 880852 Bonded Throu h N t'o I t APPROVED BY "'� �/ (� Plans Examiner Structural Review (Revised02/24/2014) of`e SHIRLEY SpARKS Notary Public - q, Q My Comm. Ex State of Florida e plres May 12, 2017 . Commission # EE 88085 �AAsI��iiliil`�f`l�o'�ary sn. Zoning Clerk ALCM " CERTIFICATE OF LIABILITY INSURANCEox-mom D°r"M 5/14/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, 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 policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the tears and conditions of the pollcy, cortin policies may regrdre an endorsement. A statement on this certIflcate does not confer rights to the certificate holder In heu of such endorse s PRODUCER Coastal Insurance GroupPHONE 150 Westward Drive Miami Springs FL 33166-1660 Ner+r • T mana santelices 305 887-5999 FAX Nn 7-7 =6sMWtelIUWSCOaStalirISgMW.CQM IMSURERM AFFORDING COVERAGE MAIC S 2r"14 INSURER ANatioratAde Insurance Co 2R53 $1,000,000 INSURED ANCHO-1 INSURER B INSURER C _ Anchor Roofing Co. Pete Riley 1083 East 23 Street INSURER D: PRODUCTS -COMPIOPAGG $2,000,000 Hialeah FL 33013 INSURER E: IISURM F: COVERAGES CERTIFICATE NUMBER: 7QRi jwR24 REVISION NI1MER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOl11REMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I S TYPE OF INSURANCE ADDL SM POLICY NUMBER POLICY EFF POLICY EKP ULM B GENERAL LIABILITY X COMMERCIAL GENERAL UAMUTY CLAIMS -MADE rx-1 OCCUR Y PAL1044834 01 2r"14 2/3/21015 $1,000,000 -EACHOCCURRENCE DAMAGE TO PREMISES REIMff $100,000 MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,0110,000 GENERAL AGGREGATE $2,000,000 GEMLAGGREGATE LIMIT APPLIES PER. POLICY PRO LOC PRODUCTS -COMPIOPAGG $2,000,000 $ AUTOMMLE L aaam ANY AUTO SCHEDULEDBODILY AUTOS AUTOS AL OWNED Ix HIRED AUTOS NO"MED AUTOS ACPBAPD5863768562 12W2014 2/3/2015 accident $100,000 BODILY INJURY (Per person) $ WJURY (Per ao $ PROPERTY DAMAGE $ Mer accident) $ maocLa LIAg EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORIIINRRS COMPS NSATION Y AND EMPLOYERS' LIABILITYY / N ANY PROPRIETORIPARTNERIEXECUTWE OFFICERIMEMBER EXCLUDED? (I1YndafD In MH) DE�;RIPTION OF OPERATIONS below MIA, MWATlI Orli I E.L. EACH ACCIDENT $ E.L. DISEASE - EA PLO $ EM E.L. DISEASE - POLICY LIMIT 1 $ DESCWPTION OF OPERATION I LOCATIONS I VEHICLES (AVach ACORD 101, AdMlonal R sehmNul% N mme apace M required) Roofing Contractor License # CCC 1326710 CERTIFICATE HOLDER f AMf FI I A nnM ©1188-2010 ACORD CORPORATION. An rights reserved. ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores village Budding Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE ©1188-2010 ACORD CORPORATION. An rights reserved. ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD Ftl(:K S(:U I I, UUVtItNUhc �� w KEN LAWSON, SECRETARY::"- OF FLORIDA AND PROFESSIONAL, USTRY-LIORSIM4 B6OtD ISSUED: 07/09/2014 DISPLAY AS REQUIRED BYLAW SEQ # L1407090001005 y • - _ _ . City Of Hialeah - --- -- - Business Tag Receipt 2-01-4-15 � t� _Mot= $ 35a 00. g;TamBi 0 2Bte"t�Iel!�Sffiws SjeElfied subject -to the �Y k��-+�•h -� aA4 `L^45tiYl+A 1 'q. v�t1" )65tl 'uh zY dr�'i.� '� ... j;ocatlow. . 4� R 10$3 E 23 ST s Issue Date: 11121t2014 FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION, INC. Village Of Miami Shores Building & Zoning Dept. 10050 Ne 2Nd Ave. Miami Shores, FL 33138 Anchor Roofing Company 1083 E. 23Rd Street Hialeah, FL 33013 Attention: To Whom It May Concern Anchor Roofing Company This is to Certify that: 1083 E. 23Rd Street Hialeah, FL 33013 being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND, 4099 Metric Drive, Winter Park, FL 32792. COVERAGE NUMBER: 870-033159 EFFECTIVE DATE: 1/1/2015 EXPIRATION DATE: 1/1/2016 LIMITS Workers' Compensation: Statutory - State of Florida Employers' Liability: $100,000.00 Each Accident $100,000.00 Disease, Each Employee $500,000.00 Disease, Policy Limit REMARKS: Non -cancelable, without 30 days prior written notice, except for non-payment of premium which will be a 10 day written notice. This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(es) shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. c By: 8— By: Awau� Brett Stiegel, Administrator Debra Guidry, CPCU, Un enroriting Manager FRSASIF FRSASIF . :tspnaitic u metal Paneusningles u woos sning les _. 0 PrescriP tive BUR -RAS 150 MAY 14.2 15 �/'\AC TVSL 2 -MMM sY-5]Ft in JNFOHMA a -w Slee Reef _Area MA - Stern SineAd Reef Arf fl7.� o•.• _ aT' TWIJMR�o,k`I .xir7,7K,0 0 - . i�� Q • s5 ?�+�i[.le�i6aoieE E ■ MEMEMO® Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low SlgLed Roof S tem) FIRM SpeciOc Roof Assembly Components nents Fastener Spacing .for Anchor/Base Sheet and identify Manufacturer . Attachment (If a component is not used, identify as "NAI yst�m anufacturer: " „ Feld: oc O Lap, # Rows @ oc NDA No.: Perimeter:. - . -._. ".oc @ Lap,-# Rows Design Wind Pressures, From RAS 128 or Calculations: Comer. " oc C& Lap, #Rows C� " oc Pmax1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: Deck -- TY13=. Number of Fasteners Per Insulation Board . -. Field:.. .Perimeter (Romer.. --- - =Sass Sheet-Fastener/Bor�aling Nlateri8l: -1'iy sets) & Un. of Ply(s): .... ....... . . . . . V: . . . . ... . . . ... . . iop _ ...... %: Ply: . . . . . . . ass--Tep Pastener/Bonding Material: Surfacing: • • • • • • • • • • .. . .. .. . . . ... . . . ... . .... ....... . . . . . V: . . . . ... . . . ... . . Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form -- � D 6ep SiOp IR00� 1(S tI1� .... . .. . ... . . ... . .. . ... . . . ... . . ..... . .. . .... . . .... . ---&���,a,?.,,� � °eXf�"fi� _ 2.�*•'i. ._ >S . �ei^�'9+M'-1T'.Y"n �i .'Y='.p—+3vCviGlx'.-wEi ^.._�.. :r "-'" f N. v .'12t{:+'t a �.+"T. efi: d' 'n�TaikY < ',�9.'ltTaF A'Y''�9i1 vv . `'any l��,g��r�Se; u�. • • � _ �" ' �^mJ-moi=�. wo.u.. �_.._. ... s, n.. ._.... ax .. -4-..•.; ..n _ �a ».+�nwf.�::o �. .. M.*s-. w..�., ._ ,ry.n-+rw,•asp+�+sr;?B`?t���...mv+W�:ra'.r+wsn.�r��ma.n.�.a Pefnna +_�6uF_.� Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit application Form Section E (Tile Calculations) _ For-Momentbase"he systems, choose either Mem 1 or 2 Compare the values for Mr with the values from W If the Mr values are greater than ora the --,:Mr _- E rots ;-mien the file attachment method is acceptable. Method 1 "Moment •Based- r4le -Calculations Per RAS -127",. 'M9: = Mn Product Approval M, - -- A: x.a =—._�- Me: = M,2 Product Approval M, p --z:- x. - k _ =_� _ Mg: = Mr3 Product Approval M, Method 2 "Simplified Tile Calculation Per Table Below" __�..q.. ,. (tA from Tattle i low Z � _ _ Required Nbmerrtnf Resistance ProdhatAppraual, .:._. M :R Moment Rest stance* Ilan Roofleight ---► _ IV 2W 3W 3�.38.2 39.7 43.2 - -; 3;2 --------- --.. �2_ _ . _...: -34:4- _ .. -4 39A4- --.322 -.3M... 35 _ 5:`13. 28.4 -30.1 .31.6 32�34A, - 8 i2.4o - -29A - 24.4 25:9 27:7 'N t.be asedin onjnnc8iomwiih aiisi of mom it based ite sIW end�+r� +!,�: -- - v 'Count r'Soa`r O -UAW" and Appeals. or itt fused #ile ySft ms:USO MOMod 3. Compare the values for-rwith the values for ter ih2n-equal-to the -Fj values, #or'earchlrea of�re n - - t+re=1ile4ttachmeM* thod.is acceptable. - - , - - -Method- "Uplift -Based file Calculations Per RAS 127" -_-- - ►:_ =-w- x cis- Product ApprovalF (P2.x 1: = x w:=,w:xcoso- F,* Aifproval F - _Product �_. ._ - X.R.W. x cos Frt PI luct-Approval F'Where --------- to Obtain l"fanyoffan-, ;dere to:find _ . __. PRODUCTCOY 31�G"I'iliN BUILDING AND NEIGHBORHOOD.COMPLIANCE DEPARTMENT (BNQ 11805 Sw 26-Shvel. lto=2U BOARD ANDCODE ADMINISTRATION DIVISION __-_- Miami_ Flnrldn 3"L15.7d7d ----- T{7W 315-2M F(796)315 -2_M NICE OF ACCEPTANCE tNi3,Ai � �_Wing/ Entegra Roof Tile, Inc. 1259.NE 9- Ave. -- -- Okeechobee, FL. 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Prcduct.Contrrol Section (In Miami Dade County) and/or the AHJ (in areas other -than A iami 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 el se of such testing and the AW may reserves the nght to revoke this acceptance, Wf it is detem_,hw by miami-Dade County Pngduct Control onthatthisprodact meet requirem�"ol-Se ap cabfie building code. Tadsptoduct=is ipproved-as describe ,and -has-been -yvWthe -oda Building Code including the High Velocity Hurricane Zone ofthe Florida Building Cole.__ W ZSCW TION: Ber�arnda C RMte Flat Roof Te I� BT.1L,13�TGs Each unit _shall bear ape-n-miam-labalwiththe ufacturer�s-nameor-logo,-city,-state and following statement "Miami Dade County Product Control Approved", unless otherwise noted herein. EWAL of this NOA shall be considered after a rene�val�pplication hes been filed and tHere_has_been no - - --- -- change in the applicable building code negatively aging theperformance of this- product. TERMFYATiON -of th N0A gill -occur -mer the expinon-date-or if themhas been -a revision or -change inthe - rials,use_and/or mWa#'lhe — uot or process. Iv!isuthis 1QWQrsement of any product, for sales, advertising or any other purposes shall automot catty terminate this NOA. Fail ani+ section -.of -this -N A shall -be-cause-for termination and-removal-ef-NOA; ------- -- ---- -------- ----------- AI VRRTTCRAWi�I\PT•-The �TOA-nurnber preceded by the words-Miaarri-Dade C�unty� Florida, and fotiowed by - the expiration date may be displayed in advertising literature. If portion of the NOA is displayed, then it shall be done in its entirety. - -$1: cePyfnti'13f shallldea ire=tsr bytheznanafaofiii'er�r itslitsributoric- and shall be available for inspection at 4.6. b a, t1�e request ofthe Building official. . • This renews NOA # 10-0518.df anY eonsists of pgges I through 6. The submitted documentation was reviewed by Alex Tigera. • • NOA No. 11-0414.09 • • • Nolraft hate: 06/07/16 .... ....... . . .. ... . . . . . .... .. . .... ... . . . .... . Approval Dale: CS/Mi Page 1 of 6 r r. ROOFING ASSEMBLY APPROVAL e Rooting - Sub Category: Roofi Tiles-- Materb&. Concrete 1. SCOPE This revises a roofing system using Entgpa Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, desig- comfy wfth the -FIod B�uildirig Oo r- lel - Velodi 1b ieane-?one. 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. PRODIICT DESCRIPTION - - - Ms nfaetwmd by - Mess�AtB- Test Product A Dimensions Speci®eationsDescrintion -- - - — - Entegra_Flat Tile _ I -16" TAS 112 = .- 94-084 w =10" Spic Uplift extruded concrete roof tile equipped with _ - PA 101 (Mortar Set) -two-nail-holes-.-F—or medhwkm-]� mortar or 94-060A static Upuft'Testing March, 1994 adhesive TrimPieces1= varies TAS 112 Accessorytrim; ooncwte-ros€pkces for use --25-7094-2 .. w = varies Stttiic hft Testing ==._ 194 at -rakes, ridge andtvailey _ • Y Y ... .. varying thickness FA 102 _ terininatiions. Manufactured- for each file ' • ' i i i i' i ' • (4" Headlap, Nails, Direct Deck, New profile. 2.1 AUNuFAcTuRwG. LoCATjOly 2.1.1. Okeechobee. FL. 12 - 19-VIDDIMI E-�AWED - - - - -- - - -Test- -- - Mess�AtB- -Redland T-echnologies------ �- --- - - - -S ift T -tirig - - - - --- Dec. - - -- -- - - — Ap—ep nd III The Center for Applied 94-084 Spic Uplift Engineering. Inc. PA 101 (Mortar Set) The Center for Applied 94-060A static Upuft'Testing March, 1994 Engineering,Ine.PA 101 {Adhesive Set) -_ The _Cenbor fcHc- - --25-7094-2 .. =_ _ Stttiic hft Testing ==._ 194 _ ging, Inc. • Y Y ... .. .. FA 102 _ ' • ' i i i i' i ' • (4" Headlap, Nails, Direct Deck, New • • • • • • • • • Construction) ' • • • • •.. . • • ... • NOA No, 11-0414.09 Expiration Date: 06/07/16 • Approval Date: OStWil Page 2of6 • •• •• • • • •• •• The Center for Applied Engineering, Inc. The Center for Applied —EngInceringhic,- The Center for Applied ngmeering, Inc.-- - - Theater forApplied -_ Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies --Mand Technologies Redland Technologies The Cker for Applied Engirding, Inc. Adw& Testing & Engineering, Inc. 25-7094-8 Static Uplift Testing App-endix 11 PA 102 Letter Dated. Aug. 1, _ (4" Headlap, Nails, Battens) 25-7094-5 Static Uplift Testing Test #-77 (4" Headlap, Nails, Direct Deck, _R1_894_ Recover/Reroof) 25-7183-6 Static. Uplift Testing -- - -- -10194 PA-IZl2 (2 Quik -Drive. Screws, Direct Deck; 25-71133=5 -- ----Static Uplift Testing -Static -Uplift Testing PA 102 Testing Service . (2 Quik -Drive Screws, Battens) 25-7214-1 Static Uplift Testing - -_ veering, PA 102 _ _Aerodynamic Multiplier (I Quik -Drive Screw, Direct Deck) 25-7214-5 _Static Uplift Testing - - - -- - 25 -7094 - 5-7094-W PA 102 Walker lker_F flinerria, Inc (1 Quik -Drive Screw, Battens) 7161-03 Wind Tunnel Testing App-endix 11 - PA 108 (Nail -On) Letter Dated. Aug. 1, _ Wind Tunnel Testing --PA 1994- 108 (Nail -On) Test #-77 Wind Tunnel Testing - -PA-M (Mortar P0402 Withdrawal Resistance Testing of Industries, Inc. screw. vs. smooth shank nails Project No. 307025 Wind Driven Rain Test #-77 PA 100 _R1_894_ _ Physical Properties R2.894 PA 112 -10194 -- Oct. 1994 Oct. 1994 Feb. 1995 -Feb=1995 March, 1995 March,. 1995 Dec. 1991 Aug. 1994 July-1994- Sept uly=1994Sept. 1993 Oct 1994 Aug. 1994 Professional Service 395-40011-1 Physical Properties Feb 2004 Industries, Inc. - PA 112 -520189-I— - --- -Static-Uplift-Testing Dec. i999 Testing Service -520I_114 PA -101 - -Static -Uplift Testing - Bch --1 99 ---- Testing Service . PA 101 - -_ veering, _Calculations _ _Aerodynamic Multiplier March 2004 -- .- -- ---1N lkkerEngi�eering,-Incr---- -Evaluation-Calculations-­­ - - - -- - 25 -7094 - 5-7094-W Walker lker_F flinerria, Inc -- -Evaj - --- _. - --25-7496 - Apd4-9W --- - - Walker Engineering, Inc. Evaluation Calculations 25-7584 December - - - - 25-7804M 1996 25-7104-4 & 5 Walker Engineering, Inc. : Evaiitattod Ca18u". 0 * 23-7848-6 25-7183 March 1995 Walker Engineering, inc. Evai�atioe (�ralsuions • Restoring Moment, Ms March 2004 Walker Engineering, Inc. Calculations 0 *0 Two Patty Adhesive Set System April 1999 Nutting Engineers : 3343 1 TAS 112 05/06/08 •• . ... .i. • . • ' 0 0 ' ' ' ' " ' ' 000 NOA Na 11-0414.09 ... . . . ... .... . ...... . ... . ..... . ... .... . . .... . Expiration Date: UWV1116 Approval Date: 05a6/11 Page 3 of 6 3. LnvaTATIoNs: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may requited, refer to applicable building code. - --3:3— pp �cannugiall--w at1in the services -of a Miiarm=Da�le�oun�y �e�fis� �a�oratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. ------------_3A- Mini m3un nderiaymentshatl he in-compliance_with_theApplica eRp1, ications __-------- ___-__ .----- Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope - unless stood otherwise by the underlayment material manufacturers publtshed-literoure. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. IN'sTALLATION - 4.1 Entsgra_ `Flat' 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. 4.2 Data For Attachment Calculations. Table 1: Avwmage Wwiaht.{W)_and Dimensions,(1 x.__wr_j___. - - - Tole-Proifte WoWht4N-(H*- --Length4 f M--- - - Widttr w W -- Ente - ra Fiat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers - X ft Tile -- Profile 7.1(: -- Batten Aiplication - Xo_ _ - Direct Deck Apolication E Flat Tile 0.189 .0205 - --- Table 3:ResMWI nts dire -to - ffW - Tile 3":12" 4":12" 5":12" 6":'(2" Greater than Ent ra Flat -- Battens Direct Battens Direct Battens Direct Battens Direct Battens Direr Tile Deck - Deck ---- Deck I Duk I Deck-- 1 1 8.97 6.93 6.86 6.29- 6.71- 1 6.14 6.64 5.97 6.W i" iu'1�`- u`l.'1` � — — mG1:a'.xi I ..e .r. k.: -Y- Y�'•.�- ate' .:'`� .F i _� +t 1� 000 00 • ••• • ••• • • • : :0: : ' : : • • . . .. NOA Na 11-0414.09 • ••• • • • • • • • •�• • Fjoration Date: 06/07116 DEC Approval Date: 09%26/11 Page 4 ot6 ... ... . . . . . . . . . . ... . . . ... . . i" iu'1�`- u`l.'1` � — — mG1:a'.xi I ..e .r. k.: -Y- Y�'•.�- ate' .:'`� .F i _� +t 1� Table 4: Attachment Reslstance Expressed as a Moment - Mr (ft4bf) for Nall -On Tile Fastener Type - Dhect Deck _ in _m 95/32" P�►�� Direct Deck - min. 1902" pywood) �rts 3 HeMble Products Company TIIIeBond Average weight per patty 13.9 grams. Pv Inc. Average weight per patty8 grams. 4-_i a E-ntegra Flat Tile --- 2-1 Od Rim Shank -Nails 30.9 38.1 17.2 1-10d Smboth or Screw Shank NaH 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails - -- - 14.0 - - - --- 18.8 ---- 7.4' -- - 1-#8 Screw 30.8 30:8 _ 18.2 248 Screw 51.7 51.7 -24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-1Od Smooth or Screw Shank Nail Ewe Clip) 19.0 19.0 22.1 2-10d Smooth or Screw -Shank-Naaft- FIeId 35.5 35.5 - 34.8 - - -2-10d Smooth -or -Screw Shank Nalls Eave Cli 31.9 31.9 32.2 2-10d Ring Shank Nails 50.3 85.6 48.3 1 installation with a r file headlap and fastemers are kx ated a min. of W bw head of tile. Table & Athw4mu ntReslstance.Expmsseli-as--a_Moment Ili (ft4bf) for Two Patty Adhesive Set we - - Tits --- -- Profile - --TileApplication Ent- , ra Flat Tile Adhesive 31. 2:,sewmanwectures component approw for nstallation requkements.- - - - - 3 HeMble Products Company TIIIeBond Average weight per patty 13.9 grams. Pv Inc. Average weight per patty8 grams. Attac �d-as a4t naent - Nr{#t-ib�- - -- - for Single Peft Adheshre Set Syshmn profile THeApplicaition - -- -Minimum Attachment- ttachmentproflle Reskdamw n afire Flat= '� - - ---------- ---------------- -- --- -- --- PowrOTM 40.4 4-_i a _piscament of 45_ rams of PolyProMm. 5 Medium paddy placement of 24 grams of PoIyProTN. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . • • • • • • NOA No. 11-0414.09 . . .. . .. . . . • • • • • • Txpr"Gon Date: 06107/16 ul�rrlr Approval( Dates 05/26/11 Page 5 of 6 ... ... . . . . . . . . . . . a 5. LABFLmG: All tiles shall bear the imprint or identifiable marking of the manufacturer's -name or logo (See Deter Below), or following statement: "Miami -Dade County Product Control Approved". ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 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 Building Official or Applicable building code in order to properly evaluate -the installation of this system: - PROFILE DRAWING ENTEGRA "FLAT" CONCRETE RoOF Tn.E r• 16' -----� MIAMa e MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITMG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADAEMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE_ (NOA) www.miamidade.¢ov/»era 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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 productormaterial 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 of the Florida Building Code. DESCRIPTION: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 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 because for termination and.removal ofNOA. -- ADVERTISEMENT: The NOAnumber-preceded-by-the words -Miami -Dade -County: Florida, and -followedby 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. - �ws-acid-revises-NOA#--1=i 24.04_aarl-consists The submitted documentation was reviewel b Al •' .g ••°: Y �X 1 00 000 00 00 • ••• • • • • • • • JAPPRDr4DE COUMY • • • i • :0: i • 00. 0 so ... . . . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2 -Component Foam Roof Tile Adhesive 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 Product Description Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPackS 30 & 100 N/A 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 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Properly Test - Density ASTM D 1622 Compressive Strength ASTM _D= 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content 'ASTM:D�56 : • . • . • __- - -Results - 1.61bsJft.3 18PSI Parallel -to rise - - --- 12 PSI Perpendicular to rise -. 28 PSI Parallel to rise 0.08 Lbsffe 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0%Yo1umc.Change @l58°F.,100%:Humidity, 2 :,*We . .•. . .•. . • M44l7bDADE COIJMY '. • : • :': : • ' • • : : ••. • . . ••• • ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . NOA No.: 12-0228.19 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: 9637-92 ASTM E 108 04/30/93 Test Agency Test Identifier Test NameMmort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 Trinity Engineering 257818-1 PA TAS 101 12/16/96 Celotex Corp. Testing Services 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 NIS 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] ASTME 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 NIS 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 LEwTATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall -solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing ApplicationStandard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH- - --160-rooftileadhesive-vvithlheirtile assemblies shall test uraccordance-with-TAS 3-Ql. --- - - - 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof the adhesive with their file assemblies shall test in accordance with TAS 101 with section 10A as modified herein. F — NIS — are.. _. . _ .- ..-. .. - - . ......... . . . . . . . .. ... ... . .... . ... . • .. . . . . . . . r71Ar71•DADE COUNTY .. . . . . . .. . . :0 ... .. . ... . ... . . . . ... . . . . . . . . . . . . . .. .. 00 . .. . • ... . . . ... . . NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOAthat lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive 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 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed 9. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. %: Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile- Placement Detail Single -Paddy Weight Min. (mss) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A HiA Profile 2 Piece Barrel) #1 17/side on ca _ and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Low, 14gh Profiles.' #3 - J -- - - - 8-- NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Oficial or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY EMCCUM___ ,__ • Ola Famb toRPwft offtem aase�r®e. AbiAtoesraadco�seet tnhotearetinL ' •• ••• • • 1 • •• - --- ----"--- - - • •• • • • • ••• • •• ••• •• • • • •• ' :' ; ' :' NOA No.: 12-022&18 httarat ct�aoe cotnYnr •' • ' .. :' •' • •' • : • ' • • Expiration Date: 05/10/17 JAPPROVED!.. • • • • • Approval Date: 05/10/12 . . . • ..• . Page 5 of 7 ADHESIVE PLACEMENT DETAEL 2 SLNGLE PATTY Nan rh wopwft cmw "MMMATM Han ttmgb pie went �) %Emcmm Em610m EMCbm - D* . vaw'7 Tb) I -- •:• ':' NOA No.: 12-0228.18 .'. : .'. .'. • •; • Expiration Date: 05/10/17 hpq �qp� CaV .. ; Y ; ; . .. ; ; ... • ; • :' • Approval Date: 05/10/12 ..; ..: .' Page 6 of 7 ADHESIVE PLACEMENT DETAII, 3 DCIJDLE PATTY' Nall through pwuc cement pWO Nell trough toe) Und�ymefd e ( tle) y 1 k ,3 in. single ` } in x 3 fn. Stiigle eddy on 2 (nom 4/IrL single 4 2 in. under- pefton laymem undue iaymmnt __cowse _ Single f�ddY on bap of We single hdx7hi.mdm %EM on top of We - sbopsw Course Fasde coin mdy <�' Nag tmwgh phcement yimle Singhe paddy between file \.\ I, gd ill END OF THIS ACCEPTANCE Single paddy, under tile Single -paddy -bin tle 2 In. z 7In. medium sbe pnidy GM course 0 Fasda Wei "Eaveclosure ft edge - 'i• ••• • • • • • •• " •• ••• •• • • • •• • • • • + • • • • • NOA No.: 12-0228.18 iHiat�tatuwE counter • • • Expiration Date: 05/10/17 JAPPROVEDI• • • • • • • • • • • • Approval Date: 05/10/12 ••• • • • ••• • Page 7 of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • .x SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS - R4402.43.1-Seo�e As iA_pedai bbe_ �t-� the res _ -- _ Pons' �lity sf roofing con -to #o-pmvic"e-owner with the required roofing permit,, and to explain to the owner the content of the section. The provisions of Section 84402requirements - gnvemthe mrrnmurri and standards of industry for roofing -:system installations. - _-_Addifi'o_-nally,.thee ol►ou�ing�tern&shoukl-be-addressed-as-par-I ef-Me-agreem -the -- --contracto .-T_he-owner--s-initial-in the -designated space-indicates-thatthe item has been expTamed: _ 1 • Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aest-hetics (appearance.) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color orarchitectural_appearance; that are not part of a zoning code, -should be addressed as part of the ag eement between the owner and the contractor. 2. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to re ging the existing roof system). 3• ommon roofs: Common roofs are those which have no visible delineation between neighboring un_ __ i.e,_ townhoum, condominiurn"c.j_In buildings v ith common -roofs-#e roofing contractor and/or .oym-should-notifythe- nts _ - occupy -of adfacant-units-of roofing to -be performed:_ - 4• - - osed-Ceiling: Exposed, open beam ceilings are were the underside of the roof decking can be 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 4apper-ance. 5onding water The current roof system and/or deck of the buiIdingmaynot drain well and may rto poncf(accu nui