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RF-16-31 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253231 Permit Number: RF-1-16-31 Scheduled Inspection Date: February 23,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: LIZ BORRELL,ALLEN AGUSTIN Work Classification: Tile Job Address:9426 NW 2 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1131010150310 Project: <NONE> Contractor: RAPID RESPONSE TEAM LLC Phone: (754)600-8100 Building Department Comments REMOVE AND REPLACE CONCRETE TILE ROOF COLOR Infractio Passed Comments THRU WHITE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-250531. Replace broken tiles Missing renailing affidavit Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 22,2016 For Inspections please call: (305)762-4949 Page 25 of 35 / ' r -4 ,4-1gum rhwplw. s, A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING "EZjP ----`-''z ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit#: R F Job Address: LIC— elldoell �' 0/2rl 4- Roofing Contractor-_& /12-2=A0,0/ a- 7F�,41 Type of Tile: jP 4y q " Date installed: Approximate Roof Height:Yp feet Roof Pitch: /Z Type of Access to Roof: 1.1-7— Scaffolds Ladder Other Approximate Square Footage of Roof: 13-01 ft 2 Required Testing F rce:3 lbs. Testing Equipment: F.G.E. 100 Date Tested: .S ST LOCATION UPLIFT PULL TEST ST LOCATION UPLIFT PULL TEST TEST LOCATIO UPLIFT PULL TEST TEST LOCATIO UPLIFT PULL TEST rEST LOCATIOP UPLIFT PULL TEST ST LOCATIO UPLIFT PULL TEST 1 26 51 76 101 126 2 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 56 81 106 131 7 32 1 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 65 90 115 140 16 41 66 1 :' 116 141 17 42 67 —92 117 142 18 43 68 118 143 19 44 69 1 9 144 20 45 70 '' 145 21 46 71 • 96 121 146 22 47 72 7 122 147 23 48 73 123 148 24 49 74 99 124 149 25 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL P 6,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST.THIS TAS 106 TEST H,. BEEN PERFOR D IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED Jose A.Martinez P.E.#031509 A-1 CONSULTING EN I EERS, IN Lab. Certificati - 306.03 Renews:01-1224.05 383 S.W. 70th Ct, Miami, Florida 33155 • Telephone(305)740-9550 • Fax (305) 740-9550 ENGLISH: Cell (305) 609-6388 •SPANISH: Cell (305) 498-9804 L � ' . A-1 CONSULTING ENGINEERS INC. ROOF STUCTURES CONSULTING UPLIFT TEST E)MERTS LAB. CERTIFICATION No. 1-1224-5 4383 SW 70 CT,. XE[AXII FL. 33155 TEL.35- -9550 FA.35-7 - 5 O-%mer' name: Fe 't#: RF-1-16-31 Job address: 9426 NW 2 AVE MIAMI SNORES FL Roofing contractor: RAPID RESPONSE TEAS LLC Tie of tile: BORAL SA ONY 900 Date nst ed: Approximate roof height: 12 feet Roof Fitch: 3/12 TiFe of access to roof: Scaffold: Ladder: Other. Approximate square footage of roof: 13,00 ft:2 Required testing force: 35 lbs Date tested: 02/15/2016 Number of tests: 27 SKETCH OF ROOF will 12 11 10 13 14 7 E 5 15 4 3 2 1 16 1 ooa M 19 \ 1 17 y � IF s \ ` M M q"T ow 23 22 2124 Z� e5 2E 27 Reviced: ASH Date: 02/15/2016 J'IC `OREs �, Miami Shores Village NJ ,,,,,� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ��ORiDp Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# �r f _3 l DATE: 2-3 `o INSPECTION AFFIDAVIT I licensed as a(n) Contractor/Engineer/Architect, (Print name and cirde License Type) FS 468 Building Inspector License* oC C \3��>D(DLA3 On or about C;—,3— )LP , I did personally inspect the roof deck nailinq and (Date&time) Secondary water barrier work at D\4 dk[P fl QkwIR-Q. (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) Signature State of Florida County of Dade: 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 day of ®j u`Ppy CEDES MARTINEZ Notary Public-State of Florlde Notary Public, Sate of Florida at Large fr'�tlaM•FF 218271 00ft,"M Apr 1.MI "General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane ofthe roof with permit#and address#clearly shown marked on the deck for each inspection Revised on 5/21/2009 �oees Miami Shores Village fa�ltTl� i ! 10050 N.E.2nd Avenue NW �i!oGtass�treatton Tiie , Miami Shores,FL 33138-0000 rattst6tim APPROVE Phone: (305)795-2204 :. .,.. 1 � 6 Expiration: 07/17/2016 Project Address Parcel Number Applicant 9426 NW 2 Avenue 1131010150310 ALLEN AGUSTIN LIZ BORRELL Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ALLEN AGUSTIN LIZ BORRELL (305)502-3962 Contractor(s) Phone Cell Phone Valuation: $ 8,800.00 RAPID RESPONSE TEAM LLC (754)600-8100 .._ Total Scl Feet: 1300 Type of Work:Re Roof Available Inspections: Additional Info:REMOVE AND REPLACE CONCRETE TILE RO Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet I ] � I Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF Invoice# RF-1-16-58250 $5.40 01/07/2016 Check#:1122 $50.00 $759.66 DBPR Fee $4.13 DCA Fee $4.13 01/19/2016 Check#: 1129 $759.66 $0.00 Education Surcharge $1.80 Bond#:2964 Permit Fee-New Roof $275.00 Sceribing Fee $12.00 Technology Fee $7.20 Total: $809.66 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 elf, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DO S, OOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information 's a rate a d that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-n a co a or to do the work stated. January 19, 2016 Authorized Signature:Owner / Applicant / Cont Agent Date Building Department Copy January 19,2016 1 Miami Shores Village JAN 0,7 201 Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/1-/ �- BUILDING Master Permit No./L/=— l PERMIT APPLICATION Sub Permit No. F-IBUILDING ❑ ELECTRIC ❑✓ ROOFING ❑ REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL 7PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9426 NW 2nd Ave City: Miami Shores County: Miami Dade Zip:33150 Folio/Parcel#: 11-3101-015-0310 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Allen Augustin Phone#:305-502-3962 Address:9426 NW 2nd Ave City. Miami Shores State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: allenaugustin@yahoo.com CONTRACTOR:Company Name: Rapid Response Team LLC Phone#: 754-600-8100 Address: 2250 N Andrews Avenue Ext City: Pompano Beach State: FL Zip: 33069 Qualifier Name: Douglas MacDonaldPhone#: 754-600-8128 State Certification or Registration#: CCC1330643 Certificate of Competency#: DESIGNER:Architect/Engineer: NA Phone#: Address: City: State: Zip: Value of Work for this Permit:$8,800.00 Square/Linear Footage of Work: 1300 Type of Work: ❑ Addition ❑ Alteration ❑ New ✓❑ Repair/Replace ❑ Demolition Description of work: Remove and Replace Concrete Tile Roof Specify color of color thru tile:White l Submittal Fee$ J�l� a&9e--D Permit Fee$ CCF$ CO/CC$ Scanning Fee$ `' Radon Fee$ ( DBPR$ �< Notary$ Technology Fee$ Training/Education Fee$ l` Double Fee$$ Structural Reviews$ Bond$ 11� ` TOTAL FEE NOW DUE$ � (Revised02/24/2014) Bonding Company's Name(if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) NA 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. Signature JV52L Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 0 u0 tt4 20 !L-P by (a _day of .J Q/7UQ ! 20 /(0 by A!kn 1keyshp who is personally known to Gd®v* who is personally known to me or who has produced J jo ve 6'S Lt CEA as me or who has produced as identification and who did take an oath. identification and who did a an oath. NOTARY PUBLIC; NOTARY PUBLIC: Sign: Sign: —fZ11�� Print: 6 ® Print: 4LI Seal: Se MERCEDES Florida MERCEON MARTIMEZ °�•.,w Mtatary Pu011o 8tUe of Rorm ; ryC w#FF 21627119 Commission 0 FF 216271 '''•.4,",„t►•' Bonded through Nat ow Dory Assn. APPR 1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r STATE OF FLORIDA DEPARTMENT OF BUSINESS ANIS PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MAIC{DONALD, y�DOUGLAS S p� RAPID RESPONSE TEAM, LLC 1005 NW 18TH AVENUE DELRAY BEACH FL 33445 Congratulationsi With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. our professionals and businesses range ,, STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, r DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CCC1330643 ISSUED' 03/05/2015 serve you better. For information about our services,please log onto www.myflondalicense.com. There you can find more information CERTIFIED ROOFING CONTRAMR about our divisions and the regulations that impact you,subscribe MAC DONALD,DOUGLAS 8< to department newsletters and learn more about the Department's RAPID RESPONSE T#AM,;LLG initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly We constant strive to serve you better so that you can serve your mt a p:on?s€�aa&�r Cep 4as FS customers. hank you for doing business in Florida, IS CERTIFIED unde and congratulations on your new license! ° ""atm AuG3' `'0/6 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON, CRETAR r STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUST`If Y LICENSING ROARD COC(330643 4 The ROOFING CONTRACTOR Nanned below IS CERTIFIEt Under the provisions of Chapter 489 FS Expiration date: AUG 31,2016 MAC DONALD, DOUGLAS 8 . RAPID RESPONSE TEAL ,LI.0 „•-• 2250 N ANDREWS AVENUE 1I ' POMPANO BEACH FIr 33089 ISSUED- 03105/20/5 DISPLAY AS REQUIRED BY LAW SEC# L1503()50000705 .:' pano . . beauh Florida's Warmest W01COMe CITY OF POMPANO BEACH BUSINESS TAX RECEIPT FISCAL YEAR: 2015-2016 THIS IS NOT A BILL Business Tax Receipt Valid from: October 1,2015 through September 30,2016 9/23/2015 4454072 RAPID RESPONSE TEAM LLC 2250 N ANDREWS AVE POMPANO BEACH FL 33069 THIS IS YOUR BUSINESS TAX RECEIPT. PLEASE POST IN A CONSPICUOUS PLACE AT THE BUSINESS LOCATION. BUSINESS OWNER: RAPID RESPONSE TEAM LLC BUSINESS LOCATION: 2250 N ANDREWS AV POMPANO BEACH FL REGISTRATION NO: CLASSIFICATION 16-00080066 CONTRACTOR GENERAL(GC) 16-00082268 CONTRACTOR SPEC-ROOFING(R) NOTICE: A NEW APPLIC"ATON MUST BE FILETS IF THE BUSINESS NAME,OWNERSHIP OR ADDRESS IS CHANGED. THE ISSUANCE OF A BUSINESS TAX RECEIPT SHALL NOT BE DEEMED A'WAIVE-R OF ANY PROVISION OF THE CITY CODE NOR SHALL THE ISSUANCE OF A BUSINESS TAX RECEIPT BE CONSTRUED TO BE A JUDGEMENT OF THE CITY AS TO THE COMPETENCE OF THE APPLICANT TO TRANSACT BUSINESS, BUSINESS TAX 1tLt; IPTS EXPIRE SEPTEMBER 30TH OF EACH YEAAR. PEOPTRU-02 CHOUDHARYSS CERTIFICATE OF LIABILITY INSURANCE 1211012016 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 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 lieu of such endomement(s). PRODUCER CONTACT NAMEWillis Certificate Center Willis of Florida Inc. PHONE coo 26 Century ilvd ExtIA877)846-7378 m L ,Noi (888)467-2378 P.O.Box 30819il A pR�cerYiflcates llls.com Nashville,TN 37230-'5191 _ _ .._.._..__ __....__.... _.__.. INSURER(S)AFFORDING COVERAGE NAIC p ___ ..._..._.. ._.. INSURER A Underwriters at Llo�rd London 16784 INSURE0 INSURER s:Liberty Mutual Fire Insurance Company 23035 - - I Rapid Response Team,LLC WSURER c: _ ._........... _.. _ . 2250 N.Andrews Avenue INSURER D: . _....... Pompano Beach,FL 33089 INSURER E ----. __._.__ ..._. ....__ .... ..... INSURER F: COVERAGES CERTIFICATE NUMBER: _ REVISION NUMBER: 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 REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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 LTR: TYPE OF INSURANCESLItY f�bl 1Y 6Xp{ LRAITS _gIN${2' POLiCYNUMBER MMtODIYYYY1 MWO A X COMtAERCiAL GENERAL LIABILITY _.._ _ ! D/YYYv) ...... _� ,._"!I ...... � i.EACH OCCURRENCE 5 1,000,00 LAI CMS-MADE l OCCUR � `PGIAR"2222-03 0812012015 i 0812012016 PREMISES Me 2MLIeme1 $ 10Q00 MED EXP(Any one Isom 's 10,0 i ? PERSONAL 8 ADV INJURY $ 1,000,000 GENL.AGGREGATE LIMIT APPLIES PER. j i ` GENERAL AGGREGATE $ 2,00000 X POLICY JEC LOC PRODUCTS'COMPIOP AGG $ ..__._.__..... 2 000,000 OTH._.___.......ER; $ W ._ ............ _ AUTOMOBILE UABIL ITIY COBABINEI7 SINGLE LIMIT .._...... ....' ....... Ea acC�tlerai ... $ .„,.„„ ___.. ...,...., ANY AUTO t 1 BODILY INJURY(Per person) S ALL AUTO OWNED AUTOS SCHEDULEO BODILY INJURY(Per amdent) S e NON-OWNED � -PRCJPERTY(3AMAGF_..._ . � HIRED AUTOS i AUTOS # j tPee�csdenl) t , ....}._.........__., _..__.._,_.... .__.._..................._ ,,...,..«.__.............._____._ ................__ _..... ........_......_.,_........_._,,.,.........._.,__. UMBREUA LU19 i OCCUR i EACH OCCURRENCE $ EXCESS I" CLMIMS•MADE i AGGREGATE .. — — �. $ ._..... .. STA _._ ._........ WORKERSCOMPENSATIOITUTE AND EMPLOYERS'LIABILITY YINI i y __ B :ANY PROPRIETORIPARTNER/EXECUTIVE _...'.. C201-46293"35 03/2812015 03/31/2016 El EACHACCIDENT $ 1,00() I OFFICERIMEhdBER EXCLUDED9 N N I A IMandatery m NN) E L DISEASE EA EMPLOYEE S 0 �,�.� i it es dare E RIPTIONOFOPERATIONS_below �. .___. .._,.... _J ___........_ E.L DISEASE POLICY LIMIT $ 1,�,� A £COntracior's POIi PGIARK02222di3 081201201$ 08120/2016 See Attached _L.. ...._.._ __....__ _.._.__............ _._ ___.. _ _ ._._ ._.. __ ....... i _ ..._......... ..--- �...._.._ DESCRIPTION CIF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarha delo,may be attached if mare space is required) THIS CERTIFICATE VOIDS AND REPLACES PREVIOUSLY ISSUED CERTIFICATE DATED:8120/2015 Roofing Contractor License#CC01330643. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 4 ACCORDANCE WITH THE POLICY PROVISIONS. Village of Miami Shores AUTHORIZED REPRESENTATIVE Building Department j 10050 NE 2nd Ave f Miami Shores FL 33136 ®1968-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD �5 ®R�s MiamihosVillage pool Building 10050 N.E.2nd Avenue fihr Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES EUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 0 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Allen Augustin Property Address: 9426 NW 2nd Ave, Miami Shores, FL 33150 Roofing Permit Number: Dear Building Official: I Allen Augustin certify that I am not required to retrofit the roof to wall connections of my " building because: EuAe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) 4e2qii_ Allen Augustin Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,depo and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this q ay of ��n v , ;;p�44N"y MERCEDES MARTINEZ PuWtc-SWe of fbrlda71 Notary Public, Sate of Florida at Larg c aio� 211,211 1"20t9 IMIMar ww. + when the just valuation of the structure for purpose of ad valorem taxation' al to or more than$300, 0. 0,and f butlding was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5121/2009 12/03/2015 iqA PID Date: RESPONSEPROPOSAL �ROOFJNG RRT Roofing Rep: Christopher Wodack Job Information: Number: RET1 5003941 MGRF Location: MG Name: Allen Augustin Submitted To: Name: Allen Augustin Phone: 305-502-3962 Street Address: 9426 NW 2nd Ave Email: allenaugustin@yahoo.com City: Miami Shores ST. FL Zip: 33150 Scope of Work Includes: Tile: 7✓ Debris #Stories: 1 Mansard: No.Squares: 13 Vents: Shingle: Removal: Yes Pitch: 3/12 Hip: LF Ridge: 39 #Sheets of Flat: #Layers: Gable: Yes Stacks: 2 PI Other: I. We will remove all roofing debris down to wood deck.Re-nail wood deck up to current local building code. 2. Remove and replace all rotted or damaged wood.140 feet of board lumber are included in estimate(additional wood replacement is supplied at an additional cost of$65 per sheet of plywood installed,$4.50 per linear foot board lumber installed). 3. Install new 4"x5"L flashing at roof-to-wall connections then counterflash the connection. 4. Install new 30 LB felt underlayment over wood deck fastened by tin tags and nails. 5. Install Polyglass Polystick TU MAX underlayment over 30 LB felt underlayment. 6.° Install new 3"x3"metal drip edge on eaves and rakes.Install metal bird stop eave enclosure on eaves.Install new required galvanized channel metal nailer board over hips and ridges.Replace all lead plumbing soil stack boot sleeves. 7. Install Manufacturer:Boral Roofing Tile.Style:Saxony 900 Slate.Color:White(Premium Color). 8. Install dedicated color matching hip and ridge tiles and rake tiles for the Boral Roofing Tile. 9. We will set tile using a Polyfoam adhesive FOR BETTER WIND PROTECTION! 10.We will clean the property daily.All debris will be hauled to and disposed of at an approved dump site. 11.All local building permits and inspections will be paid for and handled by Rapid Response Roofing Team. Ten(10)Year Workmanship&Labor Warranty, Limited Lifetime Warranty on the the provided by the manufacturer. We propose hereby to furnish material and/or labor, complete in accordance 8,800.00 with above specifications,for the sum of: $ Payment to be made as follows: i vi a,' Financing Available Other• Payment Schedule: 30%Down 50%plus potential wood charges at 2nd inspection 20%day of completion Rapid Response Team Roofing Representative: Client Acceptance of Contract: Christopher Wodack Allen Augustin Print Name Print Nam Signature and Date Signature and Date Corporate Headquarters:2250 N.Andrews Avenue Ext. o Pompano Beach, FL 33069 Phone:754-600-8100 www.RRTRoofing.com • License No. CGC-024735/CCC-1330643 Pagel of t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) RECRIVRD JAN 0 7 High-Velocity Hurricane Zone Uniform Permit Application For . 1 BY: Section A(General Information) 1 it No. Process No. 1 Contractor's Name) d CSP spon S C, Job Address -F12`O N n rt lk_q(">Ji,,l:„Q_ 1 1 ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanicals Fastened Tile 1 Y Mortar/Adhesive Set Tiles 1 13 Asphaltic Shingles ❑ Metal Panel/Shingles 13Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance WIReroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF)t 3 b0) Total(SF) 1300 1 1 1 Section B(Roof Plan) 1 Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 03 1 1 U A (D w 1 1 •• 1 ® J FaIL • • • FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) • •Iic • 00* i i 1 15.37 unismorivinin, 1 Copyright to,or eatsed by.ICC(ALL RIGHTS RESERVED);accessed by El sza P�.c3oo+i1u4&�I S I�:32:1�(ilbi°o$isuant to License Agreement No flusher reproductions authorized. ••• 0 0 0 009 0 0 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 Roof System Manufacturer:_7B0Z0 I e004 M_ 1 Notice of Acceptance Number. Minimum Design Wind Pressures,If A plicable(From RAS 1 or Calculations): 1 P1: 39• P1: to?. I P1: 100.1 1 1 1 _ �t 1 Deck Type: ��C (� on u o n . l 1 Slope: Type Underlayment: Roof -- 12 Insulation: 1 1 Fre Barrier. 1\11A 1 Ridge Ventilation? Fastener Type&Spacing: �yy C ar 1� 1 1 Adhesive Type: ) ' G im -A 4 1(DD 1 1 Type Cap Sheet: o)y 1 _ 1 Mean Roof Height: I Roof Covering: �� 51 1 --q 1 Type&Size Drip ' 1 Edge: 1 1 1 .. ... . . . . . .. • • .. . . . . ... . .. ... .. . . . .. . . . ... . . • • .. •. ... 0.0 .. . . FLORIDA BUILDING CODE--BUILDING,5th EDITION(2014) • • • • • ••• • • 15.39 0 [119,111 ' 1 , Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED).accessed by ECpzcr P6hNc d;Jut 0,4015 X32&AM gyrsuant to License ant Agreement.No further reproductions authorized. • •• •• 0 • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ® Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. i 1 1 Section E(Tile Calculations) 1 For Moment based file systems,choose either Method 1 or 2.Compare the values for M,with the values from K.If the M,values 1 are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. 1 Method 1 "Moment Based Tile Calculations Per RAS 127" Product Approval M, '4D 1 (P2: x% 313=a u 31 t-Mg:��MR 13.A8 Product Approval N4�- 1 (P3100.1 x%-3)3=3L54_M9:g.03=M, �!3-yq Product Approval M, yD-14 1 Method 2"Simplified Tile Calculations Per Table Below"l 1 1 Required Moment of Resistance(Mr)From Table Below �+Product Approval M, SID.�-7 1 M,required Moment Resistance` Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' 1 2:12 34 4 36.5 38.2 39.7 42.2 1 3:12 (--RIV 34.4 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based the systems use Method 3.Compared the values for F with the values for Fr. If the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the file attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" 1 (P1:_x L = x w:= )-W: x Cos O =Fh Product Approval F' 1 (P2:_x L - x W.= )-W: x cos 0 =Fa Product Approval F 1 (P3:-x L_ = x w:=_ )-W: x cos 8-=F,_ Product Approval F' 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site Roof Slope ® Job Site 1 Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity K Product Approval 1 Attachment Resistance M, Product Approval 1 Required Moment Resistance MB Calculated 0 00 ••; ; ••• • .. 1 Minimum Attachment Resistance F' Product Approvat •• • • • a 1 Required Uplift Resistance F, Calculated •• •.• •• • . .. 1 Average Tile Weight W Product Approval 1 Tie Dimensions L =length W=width Product ApQrbyai• • . . see • 1 All calculations must be submitted to the building official at the time of permit application. •; •• • 15.40 FLORIDA BUILDING tobE=-BU§LDr(t SIPBDMON(8014) 11 9 t ` Copyright to,or licensed by.ICC(ALL RIGHTS RESERVED);accessed by Elider Pal icio onduni,,¢41S'1(y32:ItAM p4uant to Licence AgreemenL No fisther reproductions authorized. i :-9-: i i o i•*•i ••• • • 0 ••• 0 0 MIAMM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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 RER-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 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. RER 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: Polyglass Polystick Underlayments 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 Officials* ••• . . to • . •. This revises NOA#12-0713.02 and consists of pages 1 through 9. to0 . • • • • The submitted documentation was reviewed by Alex Tigera. •• ••• •' ' • •too•• • ... • • �, • ® • • • Y • • • NOA No.: 140717.08 00 MIAMIFDAD�Fgzgt;COUNTY Expiration Date: 09/13/16 •: : ; ;A0pPQWal2Dateo 01/22/15 i • i 004 i : .P;ge 1 of 9 ••• • • • ••• 0 • 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateaory: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing, roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'33/8" APP polymer modified, fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane. Designed as a metal roofing and roof #1 &#2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3133/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 6 P x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberi-Eediasphak self-adh®ring,glass- Manufacturing Location 61' x 3'33/8" D 1970 fib polyeStei1fc�cjc�;Ajrproofing #2 60 mils thick mew0aoe: DPighgd 4 ECwYM roofing and roof tile underlayment. . ... . . ... . .. . . . . . . . . . . .. . see .. . . NOA No.: 14-0717.08 MIAMW3ADE COUNTY Expiration Date: 09/13/16 IIIIIIIIIIII • • 4ppAval Date: 01/22/15 • • • • • • • • • • Page 2 of 9 • •• •• • • • •• •• ••• • • • ••• • • PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity I ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 &G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 &131970 10/19/11 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970 &TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 &G155 07/06/09 Momentum Technologies, Inc. JX201-17A TAS 103/ASTM D4798 &G155 04/01/08 RX14E8A TAS 103/ASTM D4798 &G155 11/09/09 DX2313813 TAS 103MSfiU34*8+M:4 02/18/10 DX23D8A TAS 103/1A.STNjDGo* .4$;.4Gj5f •� 02/18/10 . ... . . ... . .. . . . . . . . . . . •. . . • •. 000 NOA No.: 14-0717.08 MIAMhDAbE COUNTY Expiration Date: 09/13/16 •' kppreval Date: 01/22/15 ;�••� ; �•••� Page 3of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood, non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus, self-adhered. Surfacing: See General Limitations Below. • •• • • • • %: • •• • • • • • • • • • • •• • • • •• • • NOA No.: 14-0717.08 MIAMMADE COUNTY Expiration Date: 09/13/16 "'• 1 ••• • • Y J •J• • • • �ppraval Date: 01/22/15 i :••o: : : :•••: Page 4 of 9 ••• • • • ••• • • INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-Yz"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles, non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 i : 80.% ; ; 1$0• FL. . ... Hazelton,PA. N/A 90 N/A 180 N/A N/A MA •• . /A. :VX 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rue 9N-3 of the Florida Administrative Code. � � • .. . . . . . . . . . . .. . . . .. . . .. %. "'` NOA No.: 14-0717.08 CMM �oe COUNTY • Eviration Date: 09/13/16 • A�pprosaflbat& 01Q2/15 • • • • • fiage S of 9 . ... . .. .. . . . .. .. ... . . . ... . . 8. In roof the application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus, Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus, Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 4e Slope < J a t i \ Figure 1: Stagging Method9 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . .. . . . . . . . . . . .. . . . .. . . NOA No.: 14-0717.08 MIAMFDADECOUNTY Expiration Date: 09/13/16 ® .. . • Y ••• . . App*r.o•al Sate; 01/32/15 • • • • • lac4of9 ••• • • • ••• • • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stack) CL d r �. N r to 1, Raaf Derk prepared with POUTMICKTU Mus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max, Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, Polystick MTS Plus, Polystick IR-Xe, Polystick TU Plus,Polystick TU P, Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction(AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAP71•DADE ICOUMY ® ►now BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. • 00 . .• . • • • •••60 . • . • . • • • see •.• • ..• of .. • .. . .• . • .• .• . . .• . NOA No.: 14-0717.08 MLAWDADECOWM •.• • Expiration Date: 09/13/16 • . AL4oval'ftJ 01/:2/15 • • i•: : Ilage'roof 9 •• .• • • . 00 00 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6"wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. .. ... . . . . . .. so see so . .. . . . . ... . . 0:0 . . 0 :0 . .. .. .. .. . . . . . . . 606 .. Go* 00 NOA No.: 14-0717.08 MMMMADECOUNTY Expiration Date: 09/13/16 App:royaCDaV. 41/22:15 V: :Page..&o.i 9 . .. .. . . . ... . . . ... . . 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . .. . . . . . . . . . . .. . . . .. . . NOA No.: 14-0717.08 MAMNDADECOUMY Expiration Date: 09/13/16 .ApprovaCDa0 V. 41/2245 :.�.: :•: 'agow e 9r.F 9 ... . . . ... . 0 5 V ((SIA0 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeamWeconomv Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 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 RER-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 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. RER 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: Saxony 900 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 manufacture:es its distributors and. shall be available for inspection at the job site at the request of the Building Official. • •• • • • • . . .. . . . . ... . .. ... . . . . . . ... . . . .. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. • :. .NOQ N;.?l3 p72j.0ji. MUIM!•DADE COUNTY •• • Exp}�tiort•Date: 04/26A7 "R ' Approval Date: 09/26/13 •• • • •gage I of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Cateeory: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile, interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Saxony 900-Split 1= 17" TAS 112 Flat profile,interlocking,high-pressure Shake w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete the brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake I= 17" TAS 112 Flat profile, interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete Width:varies roof pieces for use a t hips•,rakes ridge s and varying thickness valley termiQations�;;ja�uie j fjr Cach . the profile. .. . . . . ... . .. ... .. . . . .. . ... . . ... . tar+tieawe eavrrrr •• ExpMion•Date: 04/2017 '•'R ' Approval Date: 09/26/13 ••• • • ..Page 2 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Aaeney Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering,Inc. R2.894 TAS 112 R3.894 Celotex Corporation 520109-1 Static Uplift Testing .: .'l�e�. 2998: Testing Service 520111-4 TAS 101 •• ••• •• • • •• Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 ... 0:0 •': :. .�D� •'13 p72i•0i MIAhtFOb4DE COUNTY •• • Expntion•Date: 04/26!17 `PROVED Approval Date: 09/26/13 ••• •�]Cage 3 of 10 ... . . . ... . . Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16132" (min. 19132" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw.Shank Nails (Field 35.5 35.5 34.8 clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Polyfoam Pol Pro TM 118.9 Slate, Shake &Split Shake Pol oam Pol ProTm 40.4 3 Large paddy placement of 45 grams of Pol Pro TM. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment .. Profile ApplicationICesistaA& . .. . . . . ... . MonierLifetile Saxony 900 Mortar Set •• ••• 48'9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar "' . W04 ljo.!13 972:.05 MIAM4DADECo11NTY " ' Exp7fatiioifDate: 04/26x17 Approval Date: 09/26/13 ... . . ..Page 6 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PROFILE DRAWINGS NAIL HOLES " 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE • ••• • • ••• • •: :. ,NO j jo.!13 j172,j.0 j MIAMFGADE COUNTY •• • ExplAtiodDate: 04/26M7 Approval Date: 09/26/13 •.• • . • • 0:rage 8 of 10 • • • • • • • • • • see a • •• •• • • • •• •• i NAIL HOLES 1-9/32"(Shake) \ryA ye£V F� 17 13 11" Note: Available Top Surface Finishes 6. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE •• ••• • • • • • •• •• ••• •• • • • •• • ••• • • ••• • MIAMW16DE COUNTY •• • ExIIlMott Date: 04/26f17 Approval Date: 09/26/13 ••• • • • • ••11age 9of10 • • • • • • •• • • • •• •• • • ••••• ••• • 0 0 ••• 0 0 NAIL HOLES 1-9/32"(Shake) 3 ) 17 " .. �t �x z R o. fl r 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE . .. . . . . ... . .. ... .. . . . .. . ••• . . ••• . ••: : • Al•01 T4o.s 13-%72J.0% hiu►Mh�aue Gouty rir ••• V Ex4raco*iphate: U/29/66 Approval Date: 09/26/13 ••• • • • • •P g;10 of 10 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • ITN MIAMI-DADE COUNTY INPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER 11805 SW 26 Street,Room 208 (RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade¢ov/economy 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 RER-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 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. RER 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 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 revises NOA 13-0502.02 and consists of pages 1 through 11. ..% : • . .. . . . . . . The submitted documentation was reviewed by Alex Tigera. • • • • .. ... .. . . . .. . ... . . ..• . tett od4oe count7'�r W436-614-0805.02 ,.PR• • •�• ;•Ezpi;Mo'l1.Date: Q3/16/.l'J Approval Date:09/04/14 Page 1 of 11 ... . . . . ••. . . . . . . . . . . . . . •• •• . . • •• .. ... . . . ... . . 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 this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code, do 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 tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test _Product Descrintion _Specifications 3MTK 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®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 attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Changel58°F.,.l00°/%HuLni0ity,; weeks • Closed Cell Content ASTM D 2856 86% •: 00: 0 s•% • . . • . • . . . 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 • . . �NTY WbA.: 01 :.Exp. l5ate�8 6i Approval Date:09/04/14 ••• �•tale 2 of I I .. . . . . . . . . . .. .. .. 066 . .. .. . . ... . . Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High Profiles All Eave Course 17-23 sq.inches 45-65 Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(I each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. JAPPROVEMIAMbDADE COUNTY t BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . MIAM4DADE COUNTY ••i i • DM4 16.414-,180SA APPROVED ..' :'Exp:Wid%.1bate: V/10/j1 Approval Date:09/04/14 Page 5 of 11 . . . • . . . . . . . .. .. . . . .. .. ... . . . .•. . • ADHESIVE PLACEMENT DETAIL# 1 �m Flat/Low Profile Tile ° 1. Starting at the eave course, apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam x paddy onto the underlayment positioned as shown, c under the strengthening rib closest to the overlock of the tile being set. `�✓ 2. Continue in same manner. Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive �'. contact with the underside of the tile. san c„em Medium Profile/ Double Pan Tile 4whm Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the t�� 4• r �'"` overlock of the tile being set. 2� M1 '� 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. Cku= High Profile/Single Pan Tile 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown IN, under the pan portion of the tile closest to the overlock of the tile being set. N, '= 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive a contact with the underside of the tile. • •• • • • • ••• • WP • ••• • • ••• • MiAM4DADE COUNTY ••i i • 11 bA 4o.3.14840'3 JAPPROVEDI •.• :•ExpLaion•1Sate: Wll a/d 3 Approval Date:09/04/14 Page 6 of 11 .•. • • . . ... . . . . . . • • • . . • •• •• . • • •• .• .•• . . . ..• . . ADHESIVE PLACEMENT DETAIL#2 mq " Flat/Low Profile Tile ",� I. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm) wa-W –23 (148.4 cm)square inch adhesive contact with the EMMC= underside of the tile. �� sr 2. At the second course, apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile a a 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the 7l tile being set. Insure approximately 17(109.7 cmZ)– ��- ,� 23 (148.4 cm)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) 16�' � " x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the —ems underlayment positioned as shown under the pan F*O& portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (Instructions continued ora noxqafe) .. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . • ]l hC N%.3-14-%80;'.01 MIAirIbDADE COUNTY •• • • JAPPROVEDI ..• :•ExA"on•1Sate: 9/16/4 Approval Date:09/04/14 Pae 7 of 11 ADHESIVE PLACEMENT DETAIL#3 ragtvftmi i I. On the eave course only, apply a minimum 2" (50.8 • • mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy R t onto the underlayment positioned as shown,under x the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest 4:4fn� to the Overlock of the tile being set.Leave approximately 4" (10 1.6 mm)up from the eave edge free of foam to prevent the expanded adhesive a4h' from blocking the weep holes. Insure • •> approximately 17-23 int(109.7-148.4 cmZ)of Q adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Fiat/Low Preffle Tug the second course line positioned foam paddy ftneffough under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm)of adhesive contact with the underside of the tile. =a an � (Instructions continued on next page) ®z41ka z4�ea. EaireCktwe Madhan [*'l •• ••• • • • • • •• • •• • • • • ••• • • ••• • • ••• • MWMt•DADE COUNTY 9.: i • Wb4 Nd1.i 14.21801.01 "'• D •Y' ;'Exp:r.Uio41Y1Sate: 9/16/a Approval Date:09/04/14 Page 9 of 11 BAR SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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.The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wail or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. wnerlAgent's Signature b ate Contractor Signature Date 9426 NW 2nd Ave, Miami Shores,FL 33150 Property Address Permit Number Revised on 719/2009 LD;07/01/2015; . .. . . . . ... . • . • . . • .. ... .. . . . .. so . ... . . 0:0 .' .. . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . .. .. ..• . •• .. ... . . ... . .