The URL can be used to link to this page

RF-08-403Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CL- MAY 1 Inspection Date: 05/13/2008 Inspector: Grande, Claudio Owner: PEREZ, HUMBERTO Job Address: 1199 102 Street NE Miami Shores, FL 33138 -2649 Project: <NONE> Block: Contractor: SPRINGS ROOFING CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050190010 Lot: Phone: 305 - 889 -3293 Building Department Comments TEAR -OFF OLD SLOPE AND LOW ROOFS AND REPLACE WITH NEW DADE COUNTY APPROVED SYSTEMS , -• Passed Inspector Comments ' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, May 12, 2008 Page 1 of 2 (fr4 DuQuesne & Associates, Inc. Consulting Engineers Testing Laboratory Environmental / Structural / Civil / Forensic Building Inspection Services ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH FLORIDA BUILDING CODE PROTOCOL TAS -106 SITE SPECIFIC INFORMATION Owner's Name: ,ZeP %, Job Address: // 99 4/ Roofmg Contractor : / .111� Approximate Square Footage of Roof: gC) Date Installed : t.524/015 Approximate Roof Height: / feet Required Testing Force: 35 lbs ± 5 lbs. Permit #: ,319 4' 0 ft2 Type of Ti le: )41/217,45-a--- ,6/ '9d Date Tested: S//® 8 Testing Equipment: Chatillon DFIS 100 TEST RESULTS Test Location 1 Uplift Pull Test Result R Test Location 2 3 Uplift Pull Test Result 26� 27 28 29 Test Uplift Pull Location Test Result Test Uplift Pull Location Test Result 51 52 53 76 77 78 79 34 91 17 18 19 20 21 22 23 24 25 43 44 45 46 47 48 49 50 x 67 68 69 70 71 72 73 74 75 92 93 94 95 96 97 98 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS -106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST THIS REPORT SUBMITTED BY: Jor Du Quesne, P.E. Civil Engineer PE # 24513 DuQuesne & Associates, Inc. CA #0005245 Lab Certification #06- 0320.21 This TAS -106 has been performed in accordance with the requirements of Miami -Dade County, with no deviations. UTR # 2008 - -108 7815 Coral Way, Suite #109 Miami, Florida 33155 Tel (305) 264 -1425 / Fax (305) 264 -1426 / E -Mail JDuquesne @AOL.com 05/09/2008 15:59 305- 6630617 T RALPH PAGE 02 1/ TT /IA E, !o , sT. M140-0 1 4.0r- 0, ?~ � 0 -%3. -pr * .41D% pair er (DA 4" Miami. Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) HO er d ere Z_ Phone # 305-3i/3-795V Owner's Address /1'9 A/ /Oa 5i City Miami 's'ho"s State FL Zip 33138 Tenant/Lessee Name Phone # NagreZTWEiii IR MAR 0 6 2308 BY Permit No. RF0 " 40 4 V ► Master Permit Noi'f 103 (2 Job Address (where the work is being done) 11 Mg NE / oa 5-1 City Miami Shores Village County Miami -Dade Zip.33/ 3 2 FOLIO / PARCEL # // -320 ` 5o1- 9oo/o Is Building Historically Designated YES NO Contractor's Company Name S—r.61"1rV < aeoo /nG9 rorp Phone #3 ©5 -63g "O 62 9 Contractor's Address J O. Box 66/8c25 City / 7 ami Sprdnys State Pt Zip 3.3266 Qualifier Name ea rhos G vQ 1.45 Phone # 3o s-- 63T-00 aq State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ a7,C.00 Type of Work: ❑Addition DAlteration Square / Linear Footage Of Work: 1i' /53 . (24 ❑ Demolition Submittal Fee $ Permit Fee $ 3 O CCF $ �L''o(. CO /CC Notary $ '" Scanning $ 15 CO Radon $ BR $ Zoning $ Bond $ Code Blifgrcement4 - Double Fee $ �I C Structural Review. $ Total Fee Now Due $ MJ [ tC`, J 2i3Ufl See Reverse side -> Training/Education Fee $ 5.40 Technology Fee $ 3.13 CK(3'15 Bonding Company a (if applicable) Bonding Company's Address City tar Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of dfe/ 2 t' , by Sher leg- Signature / ,�;ifil Contractor The foregoing instrument was acknowledged before me this day of 9/9ge, ' ,200 , by CP4P41'fe-. 1 who i ersonally knot' to me or who has produced who i ersonally known me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY EUBL Sign: Print: My Commission Expires: • �e My Commission DD431864 ®* Expires 05/22/2009 ®t�Y "(,40 Notary Public State of Florida Yolanda Sarraff roPF of NOTARY PUB Sign: Print: I cor3LY P`® Nota Public State of Florida Yol nde Sarraff Commission DD431864 xpires 05/22/2009 My Commission Expires: 6/.1.74,/ * * * * * * * * * * **s::x******** ::x****** * ***** ****** **** * *** ******* ****** *** * * ** **** **** : * *** ** * ***** ****** ***** * *** APPLICATION APPROVED BY . ��/ ere c Plans Examiner 7 Engineer Zoning (Revised 07/10/07) NOTICE OF COMMENCEMENT A RECORD COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Ti rO3- 43.1 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 HMI Mg In Mil Mil 1113 11111 Ell 3 CFN 20n8R0243365 OR 8k 26285 P9 3549 (lps) RECORDED 03/25/2008 1031:.22 HARVEY RUVIHF CLERK OF COURT MIAM.I-DADE COUNTY? FLORIDA LAST 'PAGE RECOVED MA7 5 2000 1. Legal description of property and street/address: I 1 E: 2 F/P 2. Description of improvement: i.„.).4..E ies LX-IT) 0 L-7 3. Owner(s) name and address: 4 GP' ki Interest in property: t 1 Name and address of fee simple titleholder: 4. Contractor's name and s: f& 4 11)q_C 5. Surety: (Payment bond required by owner from contractor, aqTATEBr FRLnolitthoatAi.nisco moor( OF Df.,1hAeDE IIMTN Name address: Amount o bond $ 04,41 a '4; Aa 2 Mal Sea 6. Lender's hme and address: aty Courts 7. Persons witht.he state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 13.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Own In Section 713.13(1)(4 Florida S Name and ddress: designates e following person(s) to receive a copy of the Uenor's Notice as provided es. 9. Expiration date of this Notice of Commencement: (the expliton date is 1 year from the date of recording unless a different date is pecifie )1) -, L., Print Owner's Name 11;71) Signature of �w,r Pf, abt Prepared by „3. Sworn to and subscribed before me this a/ day of ."WeA , 20e. Notary Public 0 /10 1 Print Notary's N My commission expires:6- 123.01-52 PAGE 4 8/02 06/05/2007 13:18 3056365141 9 tea,' 9 it for Roofing Permits issued under the Florida t3iligllftg Cody' i ►il OR COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • • • • SPRINGS ROOFING CORP '••'; • • • • • • • PAGE • • • • • • • •. • • ity Hurricane Zones Required Owners Notific*Ioq for Roofifi$' Considerations 0: • • • • • • • • .• • • • • • • 1524.1 As t . 'i a nS4 this on, It Is the responslbil'ity of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system Installations. Additionally, the following items should be addressed as part of the agreement between the owner and The contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) Issues are not a consideration with respect to workmanship provisions. Aesthetic trues such as color or architectural appearance, that are not part of a rd; code, should be addressed NS part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renalled In accordance with the Current provisions of Chapter 18 (High Velocity Hurricane Zones) of the Fl rids Building Code. (The roof deck is usually concealed prior to removing the existing roof syatem). 3. Common Roofs: &ninon roofs are those which have no visible delineation between nefghbodng units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the rooting • tractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are wherehne underside of the roof decking cam be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decidng may not be acceptable. The. Florida Building Code pro�rls the option of nnaintaining this appearance. .5. Pending Water. The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) In low -lying areas of the roof. Pending can be en Indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the fife expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system Is removed. Ponding conditions should by corroded. ' A /1 8. Overflow scuppers (wall outlets): It Is required that rainwater flow offset that the roof is not oveiioaded from a build up of water. Perimeter /edge walla or other roof extensions may block this discharge if overflow scuppers (wail outlets) are not provided. it may be necessary to Install overflow scu? rs In accordance with the Florida Building Code, Plumbing. int' 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the erior (Atha structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result In extending the service fife of the roof. err F� Owner's/Agent's Signature Date 1 1,q 14 pc cv,. in/owl oovec, rilit MAR 0 6 2008 3 http;//www.co.miami -dade. it .us /b1dg/rooing_permiting/owner no 02/x2 • • • • • • • • • • • • SUBJECT TO COMPuAN NTH ALL FEDERAL •�,,..,UNTY RULES AN10/R3EG2ATON ection A elivering Excellence Every Day" • • •• • •••••• •••••• • ••• • Miami -Dade County Building Department Elect. onic'Ap{alicatiolt High Velocity Hurricane Zone Roofing PerrrtipApplic itn,Fon •:••011:0, Section A (General Information) aster Permit No: Process No: •• Contractor's Name: b Address: i,.jLqq. 5/- Roof Category Z_ow e Slope ❑Mechanically Fastened ❑ Asphaltic Shingles ❑ Metal PaneVShingles ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof Re- Roofing ❑ Recovering ❑ epair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes LNo Roof System Information If yes, what type? ❑ Natural ?' ow slope roof area (ft.2) Steep Sloped area (ft.2) 15,006 Section B (Roof Plan) Total (ft.2) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Inclu dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets Perimeter Width (a'): Corner Size (a' x a'): file: / / /q/Doeumenu %020110 %24Settings/ sky / Desktop /roof' /o20permit %20forms/permit app_section a.htm9 /14/200710:57:16 AM • • :. .. ••.••.• y.> Miami -Dade County Building Department Electronic Application• • • • High Velocity Hurricane Zone Roofing Permit Application Fornt; • •, ■ ■ • °Delivering Excellence Every Day" Section D (Steep Sloped Roof System) Roof System Manufacturer: C�l� y. Forever Q��/�G1 Product Approval Number (NOA): Minimum Design Wind Pressures, (from RAS 127 or Calculations): P(1): Maximum Design Wind Pressures, (From the NOA Specific system): psf psf P(2): Sloped System Description Fill in the specific roof assembly components. If a component is not required, insert not applicable'(n /a) in th Deck Type: —n!a-- Alternate Deck Type: Insulation Board: �JA Fire Barrier: Underlayment Type: Roof Slope: "/12" Roof Mean Height: Roof Perimeter Width: Optional Nailable Substrate: ft. ft. Optional Ridge Ventilation: Method of Tile Attachment: — Adhesive, Two Small Patty Flexible Produc : Tile Bond Alternate Tile Attachment Method: Fasteners: 1 %`i 'RS. Cap Sheet Type: A0 c 5 TV P/as Cap Sheet Adhesive / Bonding Material: Roof Covering: fl Clip or Screw pa ing for Metal Roof Panel Attachment: Field: P ri tens: " o/c Corners: " o/c Numb r o cr ws R i ed Per Clip: Screw Type, Size, & Gau a for Metal Roof Panel Attachment: Roof Covering Attachment Method: Interlayment Sheet Type: kes: imum Exposure: ! in. Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: e for Shake /Shingle Attachment: Hook Strip /Cleat Gauge or Weight: =%ll file:// /Cl/Documeats %20and %20Settings/ sky / Desktop /roof%20permit%20forms/section d 3.htm9 /13/2007 10:11:01 AM Section E 2 MIAMI.DADE COUNTY • • • ,• • •• • •••••• Miami -Dade County Building Department Electronic AppH 'a't on't High Velocity Hurricane Zone Roofing Permit ApplicatiolrtFbrm •••••• • • • .• • 1 •• - - •• •• •'. •••• • • "Delivering Excellence Every Day" Section E (Tile Calculations) •1•_••• • • •J• • • - • • • •' •• • Method 1 "Moment Based Tile Calculations Per RAS 127" .•0•• For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.;; P1: -/00. U xX rig Mg: Egi Mrl: 5 NOA Mf P2: xX = -Mg: =Mr2: 5 "; NOA Mf P 3: /00.6 x A. = Mg: = Mr3: = 5 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P2: P3: x 1: xl: x 1: xw: x I - W: x cos 0: 1/ = Fr1: - W: x co 0: 11 = Fr2: 5 - W: cos 0: = Fr3: Where to Obt'a n Information to ••mplete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 12 or by an engineer analysis prepared, signed and sealed by a professional ased on • SCE 7. Mean Roof Height Roof Slope Job Site Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Product Approval (NOA) Attachment Resistance Product Approval (NOA) Required Moment Resistance Calculated Minimum Attachment Resistance Required Uplift Resistance Pro= uct Approval (NOA) alculated Average Tile Weight Product kpproval (NOA) Tile Dimensions I = length w =width Product Approval (NOA) Sled/ /Cl/Documents %20ane /.20Settings/ sky / Desktop / roof/ o20permit %20forms/Section %20E4.htm9 /13/2007 5:48:05 AM `1 ?- 2008(THU) 10 :45, SUNNILRND MEDLEY Fix Uate /idea .HN- ir- euuctImu) suauaa Jan. 17, 700$ 10 :17AM BUILDING CODE COMPLIANCE OFFICEcBCCQ, PRODUCT CONTROL =start NOTICE OF ACCEPTANCE E (NOA Clay Forever, LLC 6801 NW 77`1 Avenma Wand, FL 33166 FE: This NOA Is being issued under the applicable rules and regtrlaalosas governing the use of construction 'matti als,', The documentation subminnti has been reviewed by IVEruni-Datle County Product Control Division and accepted by the Board of Roles and Appeals (FORA) CO be used in Mad Dade Cotmry and other areas wbzre allowed by the Authority Having Jurisdiction (A-141 This NOA shall not be valid after the expiration date stated below. Toe Illuni.Dade County Weald Control Division (la Muni Dade County) • and/or the AHT (n areas other than R9U. i Dade County) reserve the right i have this product or material tested for quality assurance purposes. If this product or =teal frals to 1 __ the accepted manner, the manufa entrer will incar the expense of such testing' and the ANS may immedimal revoke, modify, or suspend the use of such product or zumteaal within their jurisdiction. 33ORA reserves the'ri to revoke this acceptance, If it is daterrnined by Kaani.Dade County product Control Division that this psodtc =vial fails to meet the requirements of the applicable bu31 g code. This product is approved as described Media, and has been dr si e d to comply with the Plocidallimirling including the B h Velocity Hurtles= Zone of the Plor3dai Ettaiding Code. DESC TXON :A1tn "SA any Roof T5le LABELING: Each unit shalt bear a permanent label with the acaanufacturea's nantte or logo, city, state faUoty statement "Miama•Dade County Product Control Approved". ualos otherwise noted herein; (FflX)3058831545' •••10}0551 •rs A ;Cot NT4 PLO > tb.a#AD/P4AGLLKt nit In MSTaAGLBKSTREIM §I0064113 n'>twe07A331301,150 C305j 37$-2901 FAX pomp RENEWAL of this NOA shall be considered after a renewal application has been flied and theme has change In the applicable building code negatively affecting the petf®rmance et this product... TE tTION of this NOA will oar after the expiration date or ifthere has been a revision or change materials, use, nadlor netaufacture of the product ar process. Manse of this NOA as an eudarserr ent deny product, for eases, advertising cr any other purposes shall automatically termiitare this IslOA. Panto to with any saect3oa of this NOA shall be cause for ion and removal of NO& A.DVLRT1SE11 'NT: The NOA number precr.ded by the words lemiDade County. PIcrid;r, 1 and fo ow4 the expiration date maybe splayed in advertising literature, � If any portion of the _.OA is displayed, it be done in its entirety. INSPECTION: A copy of this Mire NOA shall be provided to the user by the manufatzurer or its d'ast ib ucd shall be available far inspection at the job site at the request of the 11414 Official, This renews NOA 06. 0706,09 and consists of pages 1 through 7. Ile submitted documentation was iv-viewed byAlex Tigers. JAN- 17- 2008(THU) 10:45 SUNNILAND MEDLEY Nx Uate /itee .1FIlJ -If - dUUUtIKU) Ills4U ' Jan. 17, 2008 10:17AM •••• ROOM IC ASSEMBLY APPROVAL C kpogy= Roofing Sub-Category: Materiel: Sng Titer. Clay 1. SCOPE (FAX)3058830 :45, *,, •ffff• • •. f•(fi<f • • • ',1K• •s so., This Meows .xooRag.syste>x. wing Mtai Oat Piece S' Ony Roof Tiles, as =tufa by; pia lkl. Tulin, S.A. (ALTUSA) is Venezuela and dc.*xdbed in Section 2 of this Mtiao of Acceptance. Fog locations where the pressure requirements, as dutennined by applicable nttlin Code does not exceed the design pressure vanes obtained by calculations in cututatucc with RAS 127 using the valors listed in section 4 betoixt. The attachment etkulations sball bo doze AS =mem basest Mena. 2. PRODUCT DESCRIPTION ION Monfacto d by Amilisid ee�rans Test Sgectftatians Altusn One Piece •S' L = la Vs" TAS 112 The YJe10.5" We dick nominal 3.25" high Lone: varies Width: varies varying thickness L 6" =0.125°' L =2" TAS114 0.05" thick Product riescri �� ` B1 h profile clay roof tr1e. For erect batten ueil -cis, molter set or adhesive s aPPliectiotu with taunaantl bcadlap oft- TAS 112 ' Accessary ice, cis-maple= hips, sobs. ridges and valley terttine Mandtetured for each tfie prelate. '1°AS 114 Tile clip SUBMITTED CE: est Agency Consultants, Isxc, The Centel' for Applied Engineering, Inc. "The Censer for Applied Engineering, Inc. L Shaped the clip Test idenRier 2397.116 94083 94.084 2.S- 7200.1 ritatiRe AS'1'1a1 C 1167 Stoic tJptift Testing TAS 10; (Adhesive Set); Static 'Uplift Testing TAS 101 (Mortar See) Static Uplift Testiaf TAS 1012 (Quick -eve Screws Battens) Wind Drivel TAS 100 . . TAS 1A);. Project NO. 307025 Test IINIDC 78 has 520449 N 1Tr2008(THU) 10 :46 SUNNILAND MEDLEY ttx- uar:erttme Jrlri- tl- cuuotuw; tu;au °;:Jan, 17. 2008 10 :18AM ... • (FAX)30588315455!• .., • ... ,... :.:, Test rdaatiDrr T, c Yt CLF -003.02 -01 7161 -03; Appendix III 7161.03 Appendix II Utter Dated Aug. 1, 1994 20631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations LTHETATIONS 3.2 Fire classification Is zot part of this acceptantx. 3.2 For mortar or adhesive set the applications, u static Ee1d uplift test shall be pro ui accordance with RAS 106. Applicant shall retain the services of a Miarai•Dade Coca Certified ' ty I.abatatnrry ttai '�f quarterly nest to accordance with TAS 112, appendix 'A °. Such tasting shall be submilled the Building Coda Cat dianse QM= for m view. ltirm.h= tuarlorlayrzeut shall be in compliance with cite applicable Rac Standards lined section. 4.1 herein, 30190 hot mopped underltt applications may be installed ptrpehdieular to the maT s? males stated otherwise by tb.e undexlayment.material unnufacterers pubtished litentunt. r, 3.6 This acceptance is for wood deck applicndon& 1Viiniunma deck requirements shall compliance with applicable btdlding coda .7 May be installed on slopes 7 :12 and greater. rNSTALLAMON 'AIM= flints we S' Cry Rear T'ti a and its raoenss shall bb 7�5c liana liance with, Roofing Avplication Standard RAS 118. RAS 119, and RAS,; Data For Attachment Calculations TAS 102 TAS 102 ' Wind Tunnel Trstirkg TA$ 108 (Nat-On) Wind Tunnel Tesmtg: TAS 108 (X011.On Wind Twmal Testing TAS 101 (Mortar Set) Withdrawal Resistance Tatin of tscxeWvs. stnncth' shank nails Aezodynarnic Multiplier <: 25-7183 25-7M14 25-7496 25 -7584 25- 7800 -8: =48044 & 5 2548484 • N17- 2008(THU) 10:46 SUNNILRND MEDLEY Rx Oahe /Time JR14•I7»8000(THUi 10:40 Jan. 17 200810:18AM (FRX)305883t4 •Wtdttw N= 17-2008(THU) 10 :46 SUNNILAND MEDLEY K U9te /iitue JHN- Ii- duutltuNU1 Jan. 17 2008 10:18AM (FRX)305883;1251g•. 0S•. ••.iii Table 6: Ataeitrttertt Resistarice Express as a ittiprnant Mr(ff -lb t for Two Pa itjt Adhesave Sat S'rercrs Proiila ' TIlo Appliaaiiori Musa '64 Tie Mirtimtam Atach r R 29 • •• • • BUTLDING NM= REQUIREMENTS 6.1 Applicadaq for building permit shall be accompanied by copies of the follow 6.1.1 This Notice of Acceptaocc. 6.1.2 Any other document: required by the Eluldln Official Cr applh bi; c is kit order t° properly evaluate the installed= of ibis system. 17= 2008(THU) 10 :46 SUNNILANO MEDLEY Rx !late /lime J10- 1(- uuullnuJ iu;au (FRX)3058830g4 Jan.17. 2005 10:18AM •• •• PROFILE DRAWINGS /gam 'S, C uerR r rat ter._ JRN- 17- 2008(THU) 10:46 5UNNILRND MEDLEY nx UOLU/ l3@U 4h111-11- CLIUOl1fUJ 1U:11U Jan,17 2006 1Q :19AM (FRX)3058830 %45.`. . .• ..• •••• 111"13: . •� +:.,. • • •. P,taD7 1 '_ ,. • • • Asir. • • •••• CUP DETAILS WON'T) a+rr cvenutp mavens Hpw SectioiC "Delivering Excellence Every Day" • • • • •• • • •••• • • •••• 0•0011•0 • • • • • •0 •• •••••• • • 1 • •••••• Miami-Dade County Building Department Electronic Applicitieft*, • • • •• • ••• . • High Velocity Hurricane Zone Roofing Permit Application Ford?* • • • ••••• •••••• •••• •• • •• Section C page (Low Slope Roof Systems) • • • • • •• •• • • • ••••:• Fill in the specific roof assembly components. If a component is not required, insert not aps4koibis (n/a) in the text box. • .. ROOF SYSTEM MANUFACTURER: 1-4aMP-L_2. Product Approval No. (NOA): System Type: 1 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: psf psf (P3) Comers: psf Maximum Design Pressure From NON. Roof Slope: Deck type: Support Spacing: Alternate Deck Type: Existing Roof: I Fire Barrier: Vapor Barrier. 14‘) ) p Anchor Sheet " : 12 gari psf Roof Mean Height win o/c Ni_ ") ft. - NJ Anchor Sheet Fastener / Bonding Material: !nsula 'on Base Layer Size & Thickness: ------1 l Insulation Base Layer Fastener / Bonding Material: 1 Insulation Top Layer Size & Thickness: I_ _MtA4 _ lnsula on Top Layer Fastener / Bonding Material: - 1-- WM - - -- Base Sheet(s) & No. of Ply(s): Base Sheet Fastener / Bonding Material: I I kilt_ R. NKIIs Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: • • • • •••• • • • • • * • • • •• • Single PIy Sheet Width: ET " 1/2 Sheet VVidth: No. of Single PIy 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: El FASTENER SPACING FOR BASESHEET ATTACHMENT El SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: 3. Comer. " o/c @ Laps & V1 iz " o/c @ Laps & " o/c @ Laps & rows 1111 rows rows "o/c " olc " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter: [1] 3. Corner. Insulation Fastener Type : Wood Naller,Type & Size: Wood Nailer Fastener Type and Spacing: EDGE & COPING METAL SIZES Eave Drip / Gravel Stop, Material Type: Eave Drip / Gravel Stop Metal, Size & Gauge or Weight: Ply Sheet(s) & No. of Ply(s): RI trP__ T — PIy Sheet Pastener /Bonding Material: I App roved As/244# Top PIy: I /?/./y rAk.C2 1-)) kl? psh.ed Top Ply Fastening Bonding Material: Eave Drip / Gravel Stop Hook / Cleat Strip Gauge or Weight: Eave Drip / Gravel Stop Metal , Fastener Type and Spacing: 1 tZ. S*• t\)(90 1‘. Parapet Coping Material, Type: --n/a- Parapet Coping Metal, Size & Gauge or Weight: Parapet Coping, Hook Strip / Cleat Metal Gauge or Weight: Parapet Coping Metal, Fastener Type and Spacing: file:///q/Documents%20and%20Settings/sky/DesktophoorY020pemiir/020forms/Section%20C9.1rtm9/13/2007 10:5342 AM Section C2d c "Delivering Excellence Every Day" ' • • •••• • •!► ###•; • • • •• • • • •• • • • ;, •••••• •• •• d•+ #•a • • • • ••••.•r • • • •••• • Miami -Dade County Building De art lc�'ElectuAi¢ • AppliQation High Velocity Hurricane Zone Roofing► nit 4p catioflFapm •• •• •• • •••••• • • • • • •••• ••••.• Illustrate Components Noted and Details as Applicable: •••• . • • Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant SfriP, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height-parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. • \/ 1 )5;11,(1- er n1/ d Parapet Mall Height 2 ft, medib'S ' 'p. *To , P.705X,✓t� Mean Roof Height 13 file: / / /q/Docwnents %20and %20Settings/ sky / Desktop/ roet% 20permit V020forms/Section %20C2d.htm9 /5/2007 7:18 :20 AM r U R322S - Roofing Systems Inclines 3 Base Sheet (Optional): — One or more layers Vent -Ply, hot mopped in place. Ply Sheets: — Three layers Type 15 perforated asphalt organic felt ("Tri -Six" ) or four layers conventional Type 15 perforated asph organic felt, hot mopped at 25 lb /sq/layer. Surfacing: — Gravel, crushed stone or slag.' 2. Deck: C -15/32 Inclines 1 Base Sheets Type 15 asphalt organic felt base sheet, hot mopped. Ply Sheetss — Three layers Type 15 perforated: asphalt organic felt, hot mopped. Surfacing: — Gravel, crushed stone or Base Sheet: — Type G2 "Glass Base", 'Tam Ply IV ", "Vapor Chan ", "43 Ib Base Sheet" or 'Tam -Glass Premium hot mo nailed Ply Sheets: — Min two layers Type G1 Tam-Glass Premium' or "Tam -Ply IV ", het mnnnod PPed or Surfacing: — Gravel In a flood coat of hot roofing asphalt at 60 Ib /sq. Inclines 3 Base Sheet: — Type GI 'Tam -Glass Premium" or Tam-Ply IV" ply sheet or Type G2 "Vent -Ply" bas{ shepl'„ hot mopped or n Iled Ply Sheets: — Min 2 layers Type G1 'Tam - Glass Premium" or 'Tam -Ply IV ", hot mopped. f e Surfacing: — Gravel In a flood coat of hot roofing asphalt at 60 Ib /sq. S. Deck: C -15/32 • •. •••• Insuiatlons - 1 in. min glass fiber or perilte, nailed or sprinkle mopped. • • n -Base Sheet (Optional): — Type G2 base sheet, "43 Ib. Base Sheet ", "Glass -Base" or "Vent - Ply" or T,yyS SA ply sheet wfafaGI Premium" or "Tam -Ply IV ", hot mopped or naked. • Ply Sheets: — 3 layers Type GI "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. •••••• Surfacing: — Gravel In a flood coat of hot roofing asphalt at 60 Ib /sq. • . • a! `. • Base Sheet: — Type G2 "Glass- Base ", "Tam -Glass Premium" or Tam-Ply IV ", hot mopped. Ply Sheets: — Two or more layers Type G1 "Tam -Glass Premium" or Tam Ply IV °, hot mopped. Surfacing: — Type G3 "Tam -Cap ", hot mopped. Incline: 1 -1/2 • •. • • •�: •• • Incline: 2 Insulation (Optional): — 1- 5/16.3.1/4 In. max. In. glass fiber perilte or woodflber, Isocyanurate sprinkle mopped Base Sheet (Optional): — One or more Type G2 Went -Ply", "Vapor- Chan" ; Type GI 'Tam -Glass Premium °, 'Tam -Ply IV" Base ", hot mopped. Ply Sheets: - One layer "Awaplan Versa - Smooth" surface (modified bitumen), hot mopped or heat fused. urfacing: - Type G3 Tam-Cap", hot mopped. Incline: 1/4 Base Sheet: — Type 15 1'43# Base Sheet ", Type G1 'Tam -Glass Premium ", "Tam -Ply IV" "Glass - Base ", nailed. Ply Sheets: — Two or more layers Type G1 Tam-Glass Premium" or Tam-Ply IV ", hot mopped. Surfacing; - Type G3 "Tam -Cap ", hot mopped,- , Incline: 1 Base Sheet: — One or more layers Type G2 "Glass- Base ", "Versa-Base" or *vapor- Chan ", hot mopped or mechanically fastened in. pia Ply Sheet: — One or more layers Type G1 "Tam.-Ply IV" or "Tam -Glass Premium ", hot mopped in place. r �� Cap Sheet: — Type G3 "Tan-Cap",, hot mopped M place. "' 4. Deck: C -15/32 Incline: 2 Base Sheet: — One or more layers Type 15 "43* Base Sheet°, hot mopped or mechanically fastened in place. Ply Sheet: — Two or more plies Type GI "Tam -Ply IV° or lam -Glass Premium ", hot mopped In place. Cap Sheet : - Type G3 "Tam -Cap ", hot mopped in place. Incline: 2 MIAMI OADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tamko Building Products, Inc. P.O. Box 1404 Joplin, MO 64801 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). .. • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade coda* y Product • Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Countyl .: ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing Built -up Roofing Wood -60 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Awaplan 170 FR Awaplan 1701m Awaplan Heat WeldingTM Awaplan Premium FRTM Awaplan PremiumTM Awaflex Dimensions Roll weight: 98 lbs.; 33' 11" x 39 3 /8n Roll weight: 98 lbs.; 33' 11" x 39 3/8. 8 Roll weight: 96 lbs.; 25' 5" x 39 3/8" Roll weight: 101 lbs.; 33' 11" x 39 3/8" Roll weight: 101 lbs.; 33' 11" x 393/8" Roll weight: 76 lbs; 33' x 39 -3/8" Test Specification ASTM D 6164 Type I ASTM D 6164 • Type I ASTM D 6164 Type II ASTM D 6164 Type II ASTM D 6164 Type II ASTM D 5147 Product Description •••• • • •••• A 180 g/m2 polyester reit orpea f BS • • modified bitumen membramufaced Iv if • granules and treated for additi'oaal fire • resistance. Applied in hotaspiffit or cold• • • • adhesive. ...• •.•. A 180 g/m2 polyester rein1 * ed SBS . • • modified bitumen membrane surfaced with• granules. Applied in hot agphaltpr cold.... adhesive. • A 250 g/m2 polyester reinforced SBS •••••• modified bitumen membrane surfaced with • granules. Applied by torch and also used as a walkway material. A 250 g/m2 polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g/m2 polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SBS modified cap sheet constructed with a 155gm/m2 non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 2 of 20 Product Dimensions Awaflex FR Roll weight: 76 lbs; 33' x 39 -3/8" Awaplan Versa - Smooth Test Specification ASTM D 5147 Roll weight: 100 ASTM D 6164 lbs. 33' 11" x 393/8" Type I Awaplan Versa -Flex Roll weight: 76 lbs; 33' 11" x 39 -3/8" Base -N -Ply® Roll weight: 72 lbs.; 97.5' x 39 -3/8" Glass- BaseTM Tam -CapTM Tam -Glass PremiumTM Tam -Ply IVTM Type 43 Base Sheet Vapor -ChanTM Versa -Base FRTM ASTM D 6164 Type II ASTM D 4601 Roll weight: 72 ASTM D 4601 lbs.; 97.5' x 39 -3/8" Roll weight: 83 lbs.; 32' 11" x 39- 3/8" Roll weight: 53 lbs.; 161' 9" x 39- 3/8" Roll weight: 44 lbs.; 161' 9" x 39- 3/8" Roll weight: 85 lbs.; 72' x 36" Roll weight: 86 lbs.; 32' 11" x 39- 3/8" Roll weight: 60 lbs.; 48' 2" x 39- 3/8" ASTM D 3909 ASTM D 2178 Type VI ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 Type II ASTM D 5147 Product Description SBS FR modified cap sheet constructed with a 155gm/m2 non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. A 180 g/m2 polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 190 g/m2 nonwoven polyester reinforced SBS modified bitumen membrane. °••••• Applied in hot asphalt, as'a3 fs$ply in 2 • ply modified systems. • • Type II asphalt impregnated coated • glass fiber base sheet for uSei'tf • ••••• conventional and modified bbfumen build • • up roofing. • • • • • • • • • • Type II asphalt impregnatgil ml coated glass fiber base sheet for >Lse th : ••••• conventional and modified bitumen built -• • • • up roofmg. •. • .. • • • Asphalt impregnated and coated felt • • surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofmg. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 3 of 20 Product Versa- BaseTM Versa -Cap FRTM Tam -Pro Primer Tam -Pro Fire Rated Roof Coating Tam -Pro Fibered Emulsion Dimensions Roll weight: 94 lbs.; 48' 2" x 39- 3/8" Roll weight: 87 lbs.; 33' x 39 -3/8" 5 gallon 5 gallon 5 gallon APPROVED INSULATIONS: Product Name ACFoam Composite ACFoam II ConPearl GAFTEMP Permalite EnergyGuard Fiberboard Wood Fiberboard High Density Wood Fiberboard Perlite Insulation Board ENRGY 2, ENERGY 3, PSI -25 Fesco Board Structodeck, Structodek FS Test Specification ASTM D 6163 Type I ASTM D 5147 ASTM D 41 ASTM D2824, type III ASTM D1227 Type II TABLE 2 Product Description Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofmg. A fiberglass reinforced, mineral surfaced, SBS modified bitumen top membrane. Asphalt based primer A flame - retardant protective coating that forms a highly reflective surface. Protective Coating. Product Description Isocyanurate Insulation with perlite facer Isocyanurate Insulation Expanded perlite mineral fiber Expanded mineral fiber Wood fiber board Regular wood fiber insulation High Density Wood Fiber insulation board. Perlite Insulation Isocyanurate Insulation. Rigid perlite roof insulation board. High Density Wood Fiber insulation board. • • • .. .. • • ... • .•.. • • • .. •• •• • 1Viamtfkcture; • • • • (With Cdi'rent N1•J Atlas hooang Corp• • Atlag oo'xig Core . • • • • •Co glas •••• •. • •. • • .. • GAF Mat'l. Corp." • GAF Mat'l. Corp. Generic Generic Generic Johns Manville Johns Manville Masonite NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 4 of 20 • • . • • • • • • . • • • • APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Product Name Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate Dekflat Plate #12 Roofgrip Fasteners Metal Plate Gearlok Plastic Plate Olympic Fastener #12 & #14 Olympic G -2 Olympic Standard Olympic Polypropylene Insul -Fixx Fastener 12. HD Insul -Fixx Fastener 13. Insul -Fixx S Plate 14. Insul-Fixx P Plate 15. Tru -Fast 16. Tru -Fast Plates 17. Gripdek Fastener TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene plastic plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener Galvalume AZ55 steel plate Galvalume AZ50 steel plate Polypropylene plastic plate Insulation fastener for steel and wood decks Insulation fastener for steel and wood decks Galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Insulation and Base sheet Fastener Manufacturer Dimensions (With Current NOA) SFS Intec, Inc. 2 7/8" x SFS Intec, Inc. 3 1/4" 3" round SFS Intec, Inc. ITW Buildex Corp. 3" round ITW Buildex Cozp•••• 3" square • • 3.2" 3.5" round 3" round 3.25" round 3" round 3" round 3" round Various .••• IT�•)�uilelex Cgip. • ; .. .. Olympia) fig Group, hlc.. •... •••• • • Olympid Mfg Group, In • • • • • Olympld Mfg Group,'f Vic. Olympic Mfg'Group,:tt • SB•Intec, Iric„ • • • .• • SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. The Tru -Fast Corp. The Tru -Fast Corp. ITW Buildex NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 5 of 20 EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Exterior Research & Design, LLC. Name Comparative Rupture Testing Class 1 Fire Class 4470 Class 4470 Class 4470 Class 4470 Class 4470 Class 4470 Fire Classification — see current directory Wind Uplift Resistance TAS 114 TAS 114 TAS 114 Report J.I. 4D0A7.AM J.I.0Z4A3.AM J.I. 1D4A7.AM J.I. 3B5A9.AM 3027787 3027789 3027790 3027791 R3225 R3225 -1 through 13 4440.05.95 -2 4440.05.95 -1 4444.06.98 -1 Date 10.21.98 08.27.97 10.20.97 08.27.97 08/14/06 08/14/06 08/14/06 08/14/06 Published Annually:::: • •••••0!.17.94• • . • •. •• ...:05.01.95 • ••• ®5.01.95 "" •••• • • ":'06.15.98 ":'• •. •• •• • • • • • • • • • • • • •• • .••• • • •••• •• • • • • NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 6 of 20 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2'/2" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type E: Base Sheet mechanically attached. All General and System Limitations apply. Base Sheet: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: Fastening: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: (Option #1) Attach base sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows ip /tag center of the sheet. • • (Meets —52.5 psf, See General Limitation #7.) • .. • • • • • • • • ♦• •• (Option #2) Attach base sheet using CF Dekfast or #14 Dekfast•Fa■teners with CF Hex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutraq,1 teasers and•3 :• Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staegt .d rows in �t ig center of the sheet. • • • , • • • • •• • • • (Meets —60 psf, See General Limitation #7.) • • • • •••• Two or more plies of Tam -Glass Premiumo or Tam Ply IV ply skeet a dhered Inv!• full mopping of approved asphalt applied within the EVT range ;Oat aL rate •• • 40 lbs. /sq. (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. (See Tamko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: 1. 1 -1 %2 gallons fibered aluminum coating per square (Tropical Asphalt Products AlumaBrite 120, Tam -Pro FR Aluminum Roof Coating), 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20 -25 lbs. /sq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbs. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. See Base Sheet Fastening Options above NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 19 of 20 • • • • • • •' • • • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed coif rant insulations when the base sheet is fully mopped. If no recovery board is used the:ba•.se 1heet sliaift applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.;,,g; §trip mortal'$; ribbons in three rows, one at each sidelap and one down the center of the sheet alliwa continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be plowed ever '124 v3. each ribbon to allow cross ventilation. Asphalt application of either system shall be2R'minimuiffMe of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum dested fssure.af :41 psf. .. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Fotce eF'tvalue q£.. 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener valdev ac.' field - tested, are below 275 lbf. insulation attachment shall not be acceptable. '..' • ••• • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is basedc!n minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 20 of 20 • • • • • ••••• • • • • • • • MAR 1 7 f3U6 BY . . M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 Scor This mate Divis. and MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 der the applicable rules and regulations governing the use of construction n submitted has been reviewed by Miami -Dade County Product Control oard of Rules and Appeals (BORA) to be used in Miami Dade County by the Authority Having Jurisdiction (AHJ). after the expiration date stated below. The Miami -Dade County Product Mia 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 prods/ or material fails to perform in the accepted manner, the manufacturer will incur the exppnse,pf suchto g and the AHJ may immediately revoke, modify, or suspend the use of such product .ar material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined lryMiami•Dade County Product Control Division that this product or material fails to meet the tegttitements of 'the applicable building code. • " ' • •••• • This product is approved as described herein, and has been designed to comply with ilfe trolida Btitrain4 Code, including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plus and MU Underlayments• : • • • • • • • • •••• • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, std .e• : • 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 No. 06- 0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofmg Underlayment SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick MU underlayment Test Dimensions Specification Roll: ASTM D 1970 75' x 3' 40 mils thick Roll: ASTM D 1970 65'8" x 3'3 -3I8" 60 mils thick Roll: TAS 103 and 65'8" x 3'33/8" ASTM D 1970 80 mils thick Roll: TAS 103 and 32'10" x 3'33/8" ASTM D 1970 100 mils thick Roll: TAS 103 and 65'8" x 3'33/8" ASTM D 1970 80 mils thick Roll: TAS 103 and 65'8" x 3'33/8" ASTM D 1970 80 mils thick Product Description A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber • • • • • reinforced with polyoloimic f lin on the• • upper surface for use aLu2nde laymen`t fev metal roofing. • • A fine granular /sand top •stt ce self- • adhering, APP polymer tiibt11fied, • fiberglass reinforced, bituminous sheef material for use as an ulillpiliyment in • sloped roof assemblies; Designed as • • ice & rain shield and as a flat roof tics...' • • • underlayment. • • • • • • • • • A heavy granuled surface self adhering, • APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 2 of 6 • • • • • • • • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTMD 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA- 005 -02 -01 ASTM D 4977 01/31/02 PUSA - 018 -02 -01 ASTM D 2523 07/14/03 PUSA- 035 -02 -01 TAS 103 09/29/06 PUSA- 033 -02 -01 ASTM D 1970 01/12/06 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) • ... • • • •. • Membrane: Polystick membranes self - adhered. • • • • • • •.•• Surfacing: None • 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten anyldose decking • • panels, and sweep the deck thoroughly to remove any dust and debris prior to aanddtlon. • • •. 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 t obtaiiT maxim"ui' d. o • contact. Remove the release film as the membrane is applied. . All side laps sli X11 �e:a minimum • • of 3 -1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removinntjte. • 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. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 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. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 GENERAL LIMITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and 1R/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. •••• 7. All products listed herein shall have a quality assurance audit in accordance with the`Florida • • • • • Building Code and Rule 9B -72 of the Florida Administrative Code. • • • • • • • • • 8. In roof tile application, data for the attachment resistance of roof tiles shall be '%rth in the in • roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used iii Mif adhesive s8t • • and mechanically fastened roof tile applications. Polystick IR/IRX is limited too lianicallj fastened roof tile applications. The maximum roof slope for use as roof tile untlg gyglent f4,, • • • (direct - to-deck) tile assemblies shall be as described below: • • • • •• • •• •• Tile Profile Polystick IR/IRX Polystick MU Pot /4t1C1t 7U, TU Pius Flat Tile 5:12 No limitation • No lnnitation" "• • Is lo rirnitatiog. Profiled Tile Prohibited 5:12 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. 9. 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 for loading procedure. 61 Roofing Tiles (6 Max. Per Stack) 12 NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 4 of 6 • • GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg products. Polystick P, Basik, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus & MU is 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: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". 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 io.order to prop erl t • • • evaluate the installation of this materials. • • • • • • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK,M BRA ESS• 1. Polyglass does accept the direct application of Polystick underlayment membratir to. wood dec Installers are cautioned to refer to applicable local building codes prior to direct *Ili installatiog • • 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 and Polystick MU 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 and Polystick MU 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 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 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 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. • • • • NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 5 of 6 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick TU Plus, Polystick MU 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 MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic 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. 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 Polystictsnemlranesancj PolyProtector UDL can be furnished upon request by our Technical Services Dt 'iient by • • • • • calling 1 (800) 894 -4563. 0... • • • • 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Pel rstick self adhered underlayments. Warranty must be requested and registered by Polyglasae 4 in form, : • • 14. Questions in regards to the application of Polyglass products should be directe � • • • Technic • • • • • • • Qu g PP Yg P d t4 �8L � Services Department at 1 (800) 894 -4563. ' • • • 15. Polyglass recommends that applicators follow good roofing practices and applittle'procedure•s �s 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 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 6 of 6 • • • • • RECOME7/7E1 MAR 1 7 2300 B Y MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTI OF ° ' TANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 T ej o `Cie is , l' mpany r Road 1 under the applicable rules and regulations governing the use of construction cumeit tion submitted has been reviewed by the BCCO and accepted by the Building odd t Revi Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. •••• This product is approved as described herein, and has been designed to comply with tie High Velotit , • • Hurricane Zone of the Florida Building Code. • ..' • .• • .. • DESCRIPTION: Tile Bond -Roof Tile Adhesive • • • • • • • • •• RENEWAL of this NOA shall be considered after a renewal application has been filtcl,avl'there tdM • • • been no change in the applicable building code negatively affecting the performance cif.ttia froduot.. . • • .. •. .. TERMINATION of this NOA will occur after the expiration date or if there has beerarvIsion or • change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as off • • • endorsement of any product, for sales, advertising or any other purposes shall automaai. aldy:t. enninaM tits NOA. Failure to comply with any section of this NOA shall be cause for termination and removal e • NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 01- 1011.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 1 of 8 • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing 07320 Roof Tile Adhesive Polyurethane SCOPE: This approves TILE BOND as manufactured by The Dow Chemical Company, as described in this Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using TILE -BOND, and where the attachment calculations shall be done as an uplift based system. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Product Description Tile -Bond Factory premixed canisters Single component polyurethane foam roof tile adhesive • • • • • • Components or products manufactured by others: • • • • • .• • • ••.• • • • • • • •• •• • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a curreift'1V A w$iChdjSC uplift resistance values with the use of TILE -BOND roof tile adhesive. Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 • • •. •. • • • • • • Resuit,s • • 1.91 lbs. /ft.3 10 PSI @ 10% deflection 17.0 lbf @ 180°F, 65% RH for 90 days, concrete to concrete 3.96% absorbed by Volume 2.67Perm / Inch 1.01% Volume Change @ - 40 °C., 2 weeks 10.44% Volume Change @70 °C., 97% Humidity, 2 weeks •.. • • • •• • ..•• •• • • • • • • NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 2 of 8 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. TILE BOND shall solely be used with flat, low, medium, and high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of TILE -BOND roof tile adhesive with their tile assemblies shall test in accordance with RAS 101 with section 10.4 as modified herein. � {Fl 5. F'= 1.2 MS INSTALLATION: 1. TILE BOND may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BOND. 2. TILE BOND 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 TILE BOND shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Roofmg Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. TILE -BOND roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company '1'1LE BOND Operating Instruction and Maintenance Booklet. • "•' • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and 1ic80'd ley The pow • Chemical Company. •.. •. • • 5. Pressure treated wood filler block shall be required on all eave course of all tile pYBfite except oii two piece barrel tile ••••• • • 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 mimllg% g#tgr TILE • • BOND has been dispensed. • • • • •• • •• •• 7. TILE BOND placement and minimum patty weight shall be in accordance with tte'larement • 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 Minimum patty Weight per tile (grams) 11.1 Flat / Low Profile #1 Medium Profile #2 11.0 High Profile ( Head) High Profile (Nose) #3 22.0 11.0 Two Piece Barrel #4 11.6 NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 3 of 8 LABELING: All TILE BOND containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: Any documentation required by the Building Official or applicable building code in order to properly evaluate the installation of this system EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied 25- 7512 -1 Engineering 25- 7512 -2 25- 7512 -3 25- 77512 -4 25 -7781 257794 -2 South Research Institute 01.8366 -014 Walker Engineering, Inc. Celotex Corp. Testing Services N/A 520111 -1 520111 -2 520111 -3 520111 -4 520111 -7 520111 -8 520111 -12 520135 -3 520135 -4 520135 -5 Test Name/Report TAS 101 TAS 101 TAS 101 TAS 101 Physical Properties Testing SSTD 11 -93 ASTM E108 -95a Evaluation of Test on a Two -pad System TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 Date 01/25/96 01/25/96 01/25/96 01/25/96 11/07/96 10/03/96 February 1997 • 12/16/9?.... • • • • • • • • ;12/28/98••••• •• • • • •'12/28/98 • •••12128/9$ • ••••J�/28/98•• • •.•.x.2/28/98 ••. ....12/28/98 • • 1t/28/98.••• • c/01/9•9••• • • •• 0•/01/••••• 02/01/99' • • NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 4 of 8 ADHESIVE PLACEIVINT DETAIL LOW (FLAT) PROFILE DETAIL #1 NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 5 of 8 MEDIUM PROFILE DETAIL #2 • .. • • •••. • • • • •••• • • • • • •• • •• • • • • • • •• • • NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 6 of 8 HIGH PROFILE DETAIL #3 • • • • • •• • • • •••• •• • • • • •• • NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 7 of 8 • • • •• • •• • • • • • • • BARREL PROFILE DETAIL #4 END OF THIS ACCEPTANCE • .. • • • • . • •••• • • • .. • ... • • • .. .. • • • • NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 8 of 8 0 6.) Miami Shores Village Building Department , 7“ Hafize. asel 7,649405 S -76 he X3.0 4. 7-Aefze xe 7-tlie- 74/3-illititi--(2-0;-) ke. rife' ie A , aio/c_ 1, .....- 4 Le:exist,'" at ....exe . / , d_est de ,o74--6, i v-i--A-G-zaz mi.- i - 4 /4, ' i Lir \2,- S ' 4( - e 5 Cl4; 6( ti 4.,' rbi-iis 721 .474u P-6,-2,27-,-, .1-., , . 4 ..-i 1/ )Si z( r i . ' I I . 7W67 - it') CZe ,o mottle Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET 06-1/03 41/1-el rn 5 4-a; ,411 StAhP71 7-7red) /4- //UL& 7947c2 AQe7 ae.r. ‚by . ,(1.4.-02 A-4 I 441 A MA :OK.; Mr', rAMIWAir :111PIPPi ji ?r ; • "-ii Reviewer: Claudio Grande C.B.0 305-795-2204 Itxt 1430 Miami Shores Village Building Department y Yomnut Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET Re-C-6 41) S SA- 7-6 he 4- Zi ce se() &' 4-x b , 3 ' 'Zeta' /friik+t-zioki v vzSit6"-kx_i /ce edeliku 4-c Afar 4 / She' C/ -eS c 6e ,v4-&-- GOO tee_. /2111-p-raVj AVZ-e '- 54.6e 6.0,6.077,7-7-z, / " 1 Ai ur2 3 414 r)-e /271 7 eJ,J 6 7 Lde 4o . i'd Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/09/2008 Inspector: Grande, Claudio Owner: PEREZ, HUMBERTO Job Address: 1199 102 Street NE Miami Shores, FL 33138 -2649 Project: <NONE> Contractor: BISCAY CONSTRUCTION CO Permit Type: Roof Inspection Type: Final Work Classification: Hurricane Mitigation Block: Phone Number Parcel Number 1132050190010 Lot: 4 1 I 6( N99':\- ° • Passed Inspector Comments Engineers letter on Hurricane Mitigation on file. No mitigation required as per Engineer. 4/9/08 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, April 9, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection u Inspection Date: 04/09/2008 Inspector: Grande, Claudio Owner: PEREZ, HUMBERTO Job Address: 1199 102 Street NE Miami Shores, FL 33138 -2649 Project: <NONE> Contractor: BISCAY CONSTRUCTION CO Permit Type: Roof Inspection Type: PE Certification Letter Work Classification: Hurricane Mitigation Block: Phone Number Parcel Number 1132050190010 Lot: Building Department Comments e (5� 1,®®® 0 LI . Inspector Comments No mitigation required as per Engineers report. see attached. 4/9/08 CG Passed 62(1. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, April 9, 2008 Page 1 of 2 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS W m \\ MU= t ImwmilsansvArAr DYNATECH ENGINEERING CORP. Miami, April 2, 2008 Mr. Jeremy Ramirez SPRINGS ROOFING P. O. Box 613105 Miami, FL 33266 Re: Perez Residence Permit # RF 308 -403 1199 NE 102nd Street Miami Shores, FL. Dear Mr. Ramirez: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request, DYNAI'BCH ENGINEERING CORP. (DEC) performed a site inspection on April 1, 2008 at the above reference project. The purpose of our inspection was to verify the roof -to -wall connection for site built single family residential structures. The scope of our inspection consisted of in progress roof inspection at the corner eaves (6' only) to verify the truss strap placement and attachment. Existing truss straps were found to be fastened with either (4) 16d nails per strap or simpson right angle gusset bracket fastened with (4) 3" tap con concrete fasteners into the concrete tie beam and (4) 16d nails into the roof truss as per F.S. 553.844 Section 201.3.2. Please feel free to contact us if we may be of further service to you. Sincerely yours, Wiss . s. aamani, P.E. DYNA'I'ECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 0 Fax (305) 828 -9598 •312410 Ate. pa- 1i crt CCU w Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle). Building Roofing y Owner's Name (Fee Simple Titleholder) //� / < 4.6 Owner's Address rl o6/4' /1,20 / Permit No. 11 2'77ill MAR 1 7 z :uu JI Y: `'�-�'- : - - -- AfoZ-ate. Master Permit No. ASO U Phone # City v// 14qtate Zip .. ,egg Tenant/Lessee Name _ Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip ;,1A/9_86 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 31G 5) co, a-7't OA) &. Contractor's Address SO City PO/1i/ State FL Qualifier Name 6.x, 6 Rimip /A ) State Certificate or Registration No. e6,6,0a03Tja Phone # 3 517,129 090 • Zip 3 1 2-2— Phone # 3o52.-7e Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 4/07 rbos 44:'ee ed Value of Work For this Permit $ ®® 4� Square / Linear Footage Of Work: Alteration ew ❑ Repair/Replace ❑ Demolition C,1ne 1 y' ********* ***: ****** * ** * ****** * *** * ** **** Fees************** *** * ** * ** * **** * ** * **** * ***** *** Submittal Fee $ Permit Fee $ 100 erg� ° CCF $ Q 40 CO /CC Training/Education Fee $ 0 Technology Fee $ a 'SD Notary $ Scanning $ �(7 OD Radon $ DPBR $ Bond $ Code Enforcement $ Zoning $ Double Fee $ Structural Review. $= ,� `;' "∎ Total Fee Now Due $ See Reverse side —> NA {' 2 5' ,2 1,l CK 13 75 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1• day of areiL ,2aOg,by C 5 Cre 1 ?cJ'`%J ' , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. day of kfrfe) , 2 _`° , by 1aHNvfi� 4er NOTARY PUBLIC: Sign: �� " , Print: LW a My Commission Expires: 0n / o r Public State fris Sarraft Commission D 1 expires 05/22/2009 NOTARY PU IC: Sign: A /V, ,�, / �' 1? ? ,TT +'>�r� Print: tII�ifix+• •! .9WbW.- .-- con.....#DD 51635‘ My Commissio ! r;: �� Bonded By National Notary Assn. ***************************************************** * *** ***,x*** * * * *,x ****** * * *** ** ** * '•* APPLICATION APPROVED BY: (Revised 07/10/07) s0 g. Plans Examiner ' ! Engineer . Zoning MOMS oil �4 MAR 24 200 Springs Roofing Corporation BY: 3600 NW 60 Street Miami, Florida 33142 Office: (305) 638 -0029 Fax: (305) 636 -5141 March 17, 2008 Miami Shores Village Building. Department. Attn: Claudio Grande 10050 NE rd Avenue Miami Shores, Fl. 33138 Licensed & Insured CCC# 041299 Jeremy Ramirez Project Manager Re: Mitigation for Roof to Wall Connection on Sitebnilt Single Family Homes: Dear Claudio Grande, As per our conversation we will be following all the rules mandated in the new mitigation law throughout the course of this job. We would like to inform you of our procedures with respect to the roof to wall connection. Once we have been issued a permit, we will commence the tear off process. When the wood deck is exposed we will be inspecting the roof to wall connections on all hip ends with a licensed Engineer and or General Contractor as needed. In the event that upgrades to the roof to wall connections are needed they will be upgraded at that time by a GC or under the supervision of a licensed Engineer. Once the upgrades have been made we will provide a detailed report signed and sealed by and Engineer acknowledging that the roof to wall connection is in compliance with the new mitigation law referenced table .2013 of the rule. If you have any question, please contact me on my cell #786 -499 -2922. Sincerely, SPRINGS ROOFING CORP. • • • • • •• • • •••• • • •••• •••• • • • • • • •• •• • •• • • • • • • •• •. • • • • • • •• •• •••• • • • • • • • • • • •• • • •••• • • •••• •• • • • • •• •