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O-Z6-- 11 DATE: FEES D1,_, i RECEIPT #: Permit #: 1. Location/Site Address: Planning & Development Services Department Building & Code Regulation Division 2300 Virginia Avenue ,S Ft. Pierce, FL 34982-5652 C'4N�� Td. 772-462-1553 Y APPLICATION FOR ROOF PERMIT t' U�ie C000t nn At - LNSTRUCTIONS y 2. Parcel ID Number: O w- Q o 4 t- d b o- Office Use Only Section Township Range I Map Page Zoning Land Use Initijils 3. Description of Project or Work Activity: -t e - P (apt W r ri4 same • ' 4. Total Roof Area (square feet): �- ?� (j S , r� 5. Roof Pitch: 6. Type of Roof: [ ] Fiberglass Shingle [X] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ ] Other [ 4roduct Approval required for all types of Roofing Material (2 Sets) 1 a! [ All Commercial Roofing requires dell by an glneer o Architect (2 Sets with Prod ct Approval attached �P67 I��(, r4S� •�a L ©` 'ls� �(Ji1hf1)_51dUJ4-S 2O695vf f 1&1%eAf �12? ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information nn 8. Contractor Information Name: L 6 R f n xa P_AA '1 %-7-t FL Reg/Cert #: Address: 'AM MO- County Cert #: City: P) L(,tCl e. State: L- Business Name: The I' n of Zip: q 8 Phone: CellPhone: 97149 3- 399q J 9. Value of Construction: $ a 5.1111, 06 "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTORIOWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in comp ' .e with all applicable 1 s regulating construction and zoning. 0h M4yoher- A- Lnrir� � �A PRINT QUAUNERWOWNERS NAME 9U SIGNA OF QU IFIE O R STATE OF FLORIDA, COUNTY OF "17 /�J/ACKNOWLEDGED BEFORE ME TMS DAY OF L/ 20 // ,B/l2-% /U ZG' IS PERSONALLY KNOWN TO ME OR HAS PRODUCED 1104� �.�qY n:!� AS ID0. ENTIFICATION PS . Joyce D. Letts GN OF NOTARY TYPE OR RIN P NAME OF NOTARY =� AO (� Notary Public, State of Florida . �; My Commission FV-July26,2013 COMMLSSION NUMBER �� S�� , ,¢ ' Commission # DD88539 ,1r�e NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMEW ]WAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 JOSEPH E. SMITH, CLE' '!F THE CIRCUIT COURT AFTFRRFCORDING-RETURN 1O: SAINT LUCIE COUNTY ,- FILE tt 3640755 10/25/2011 at 08:55 AM OR BOOK 3334 PAGE 748 - 748 Doe, Type: NC RECORDING: $10.00 PERMIT NUMBER: t J NOTICE OFCOMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property. and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice; of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 53z1-&1-jz*1 -eknp-as SUBDIVISION LOCK TRACT LOT + BLDG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: _� -� 3. OWNER INFORMATION: a. Name 0-1 o lzat IZ4 u LIZZI b. Address 114-32 .W Ay544nn4o U;)fe4VI✓ e. interest in property. d. Name and address of Ibc simple titleholder (i Pother than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER:. IGODIG 4AT4t,9-tT-,r • 6'7-i 1 Z- 5. SURETY'S NAME, ADDRESS ANU PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) % Florida Statutes: NAME, ADDRESS AND PHONE, NUMBER: 8. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date ofnotice of commencement (the expiration date is 1 year from the date of recording unless a diflcrent date is specified) , 20 WARNING TO OWNER: ANY PAYMENT'S MADE 13Y T1iE OWNER AFTER THl? EXPIRNI'ION OF THE NOTICE OF COMMENCrMrN1' Signature o wner or •C��- Owner's Au horizedOfficer/Director( Parter/Mina r State of Flor' County of t 1 • L W" I The roregoing instrume.n�,aspkknowlbdecd before me thisn t` name of person signing above) (Name of party on beltalrof whom instkumeq( was U Print Name and Provide Signatory's Title/Office day of ,oL (Type ofaulhorily... e.g. Owner, officer, trustee, attorney in fact) Personally Known_/ L or produced the ,I`` r a �P" �s��AUDREY RIVERA. =r�• • °": Notary Public -State of Florida: 3. My umm-Exfires Apr 4, 2Q15' Public (Si nature ofNotary 'l blic) IS it CommissionOF�.oP '- mission # EE 58676 Under penalties o9perj ry. I declare that I have r d the loregoing and that clads in it arc true to to cst oI'my I:nowledec and belief(section 92.525, I lorida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signe above: 13- t1'y, (Signature) (Printed Name) Rev. 08fiq/2007tRecorJin 2011-12-f5 15:17 THE ROOT 'JTHORITY 1 �; 7724626443 P 2/2 u Re: Permit # o ^ 09 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462.6443 ROOF INSPECTION AFFIDAVIT I. jllrk��� licensed as n}Contractor* gineer/Architect (Please print name & circle li ense type) '"F nspector "General, Building, Residential or Roofing Contracror or any lndlvldual tort fled under 468 F,S. to make such an inspection. On or about ! 21051 !L I did personally inspect the roof deck nailing (Date) work at:. Z wa u Pi,,�5�`. , n r rC�,•� (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.) GC C o s License # STATE OF FLO A COUNTY OF p Sworn to annsu scrlbid before me this A y " day of bV � c RP `w CAI Who is personally known to me or who has produced as Identification. Notary public, St rida Signature of No P Commission Number: X � , (Seal) �dP —No �r En 01/19/2011 ,;.�0 ' fir. Joyce 0. Letts RECEIVE Notary Public, State of Florida ;-r MYCominlsSIMExp-July26,2613 DEC 0 5 2011 �%;' of .o �°� COmmissicn # 00885329 --� Pubic Works St. Lucie County, FL 2011-12-05 15:17 THE R00�~'`)THORITY � Al 7724626443 P 1 /2 The qqqqq Roof Authority, Inc._ "Your Quaiihj Leader" State License # CC C056933 6771 North Old pixie Highway, Fort fierce, FL 34946 (772) 468-7870.17ax (772) 468-2247 www,tlurovf iuthority.con7 FAX TRANSMITTAL DATE: WWII TO: COMPANY: Building Department FAX No: 772.462-6443 PHONE NO.: FROM: Chris Long RE: Roof Inspection Affidavit TOTAL PAGES INCLUDING COVER: 2 MESSAGE: ROOFING APPLICATION STANDARD (RAS) No.118 INSTAL,L,ATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS Direct Derck & Counter Battens Only 1. Scope used on pitches clesigna.lecl in the gable below: This application standard covers the procedures NOTE #2: All approved tiles with integral for inst:_lllation of lllechanically fastened roof batten -lugs, installed on counter I I file sysierns on direct deck or counter battens bataens may be installed on only. Tills standard shall be used in con.111llctio❑ slol)eS Up CO and including 7:12. will, lie hie. lrlanufaciurcr�s f roduct Approval Above 7:12 horizontal battens :and RAS I '7• are required unless restricted by product design (tale without bat- ten lugs). When utilizing hol.1- 2. DQ'.rmitions zontal battens comply with RAS 119. For definitions of terms used in this application standm-d, refer to ASTM I O79 and Ole Florida roofing application standard covers Plat, low RUildh7l" Cnd0. R,;ildi.n�. atld High profile roof tile, using a ITtinimum 3- in. and file headlap, or design limited headlap as specified in the file manufacturers Product Approval, on NOTE,'. '# I: The following gable provides the nlini.11mm solid decking nailed in compli- contraclor with file choices ance with Chapter 23 (fligh-Velocity Hurricane available for undcrlayment. sys- Zones) of the Tln,idn Budding Code, Building. 1 telllti. These system-,; Call Only he I I Plastic or Compatible Roof I I Counter Sattens or Choice of Roof Pitch Direct Deck i Underlayment Cement at Mails Penetrating erlayme ..- ._... Und lit Reference I 1. ASTM D 22h Type ll (#30) or j ASTM D 2626 (#43) organic � basc sheet nailed to deck. ruin. Required 3.01 A L 12' or greater I I ilhcr I(#90) ASTM D 6380, Crass M or 1 ' ! W S. Type 11 organic cap sheet set in Ty le 1V hot asphalt.. 2. Any Produce. Approval Approved undcrlayment syst.cm 1 Fil.hcr with a mechanically fastened ! Per Product Approval 3.01 B, C oi- D j base sheet, and cap sheet set in j lint, cold or self -adhered. 3. Product. Approval Listed Eicher iApprovecl nail -on single: ply Per Product Approval 3.01 E l undcrlayment. 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS)118.1 (RAS) No. 118 ' 1 1.01 PARTI-GENERAL A. Tiles shall not be installed over wet underlayment where mois- ture prohibits adhesion of mas- tic, mortar or adhesive. PART 11 - MATERIALS 2.01 Fasteners: A. Tile Fasteners All roof tile nails or fas- teners, except those made of copper, morel, alumi- num, or stainless steel, shall be tested for corro- sion in compliance with TAS 114, Appendix E, Section 2 (ASTM G 85), for salt spray for 1,000 hours. Tile fasteners used in coastal building zones, as define .in Chapter 16 (High -Velocity Hurricane Zones), shall be copper, monel, aluminum or stain- less steel. 2. All roof tile fasteners shall be of sufficient length to penetrate a minimum V2 in. through the thickness of the deck or batten, whichever is less, or to penetrate into a 1 in. or greater, thickness of lumber not less than 1 in. 3. Storm clips and storm clip fasteners — refer to Prod- uct Approval with fas- tener penetration as above. B. ;11d"ei•1tt`�rrent rastener�,.�: Fasteners shall be in com- pliance with this Section 1523 of the Florida Build- ing Code, Building (Herein referred to as `:Approved Fasteners"). (aa)t Nails shall be mini- noun 12 gage, annu- lar ring shank nails having not less than 20 rings per inch; heads not less than 3 /8 in. in diameter; and lengths suffi- cient to penetrate through the ply- wood panel or wood plank decking not less than 3/16 in, or to penetrate into a 1 in., or greater, thick- ness of lumber not less than 1 in. Nails shall be hot dipped; electro or mechani- cally galvanized to a thickness sufficient to resist corrosion in compliance with Appendix E of TAS 114. All nails shall be Miami -Dade listed for corrosive resistance. All nail cartons or carbon la- bels shall be labeled to note compliance with corrosion re- sistance require- ments. No roof material shall be fully or partially ad- hered (not to in- clude mechanically attached) directly to a nailable deck. (b1i Such fasteners shall be applied through "tin caps" not less than 15/8 in. and not more than 2 in. in di- ameter and of not less than 32 gage (0.010 inch) sheet metal. All tin caps shall be Miami -Dade listed for corrosive resistance. (cc) Prefabricated fas- tener systems com- plying with Section 1517.5, may be y ROOOan C' 'tE-C�va�es Section A (eneral Information) Page 28 of 31 Master Per No.,_....____ ......._ __... .._ ____... _. .. Process No. Contractor's Name _ 1 rl e Rao AV \ )� _..._.....F._. _. _...... _ .....t.. _ _L..._ _......._ .... _ Job Address . .__ `ICJ �DQ� �G?l�_. G�+�Dl J We . (. ROOF CATEGORY ❑ Low Slope X1,9echanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic ❑ lvletal PaneUShingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR•RAS 150 ROOF TYPE ❑ New Root XReroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 9 1 Steep Sloped Roof Area (SF) q (-3 V ToInI (SF) `[ t � 3D Section B (Roof Plan) se t A Sketch Roof Plan: Illustrate all levels and sections, roof drains. scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Florida Building Code Edition 2007 High -Velocity Hurricane Zone Uniform Permit Application Form. FILE COPY CONO 0 FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY SE NEOESSARY IN ORDER TO Q0 I. WITH & APOW Wki 899ES. ST. LUCIE COUNTY BUILDING ON REV C MP DATE , PLAN AND PERMIT MUST B KEPT ON JOB OR NO INSPE TION WILL BE MADE http://ecodes.citation.com/cg i-exe/cpage. dll?pg=x&rp=/indx/ST/fl/st/b200vO7/st_fl_st_b200vO7_... 7/28/2011 Drawing Report 7683 Charleston Way PSL 10.4.11 - Base Bid Section: Entire Job Page: Estate S Tile w 30/poly AM ............. 18' 0" ..... 16' 0" .26'.0".'.•.'.•.'.'.'.'.•.'.'.'.'.':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' �. ... o.....:.:...:.'.....:. .'.'.'.'.'.','.'.'.' o.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.o .'.'.'.'.'.' 38.S� ....... N.'.'.N.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.N .' ;:o . �..o':. 0 N.• 16' 0" n m t7,6': 20' 0" 1 3 8': 0 �. a. .✓:.......... . . 1•,1965�• 0 b 6 6:, 8:6" CI) o 0 in .' n ....................... 10/2 4/2011 Page I The Roof Authority, Inc. 6771 N. Old Dixie Highway Fort Pierce, FL 34946 Phone: (772) 468-7870 Fax: (772) 468-2247 Drawing Report 7683 Charleston Way PSL 10.4.11 - Base Bid Legend Pitch Description SF LF EA 0 Tile Field 4,230.25 603.00 36.00 Measurable General Conditions 4,230.25 603.00 36.00 Tile Tear Off 4,230.25 603.00 36.00 ® Ridge 97.42 5.00 0/17 Valleys 7.75 2.00 Eave 172.00 10.00 Gable/Rake 234.50 10.00 ® Roof to wall/CF 95.98 15.00 J Vent 3.00 2" Lead Stacks 4.00 • 3" Lead Stacks 1.00 10/24/2011 Page 2 The Roof Authority, Inc. 6771 N. Old Dixie Highway Fort Pierce, FL 34946 Phone: (772) 468-7870 Fax: (772) 468-2247 E-Co&)s SeCtioll C (Low Slopo Applicalloril Fill in specific roof assembly components and identify manufacturer (it a component is not used. identify as "NA-) System Manufacturer: Product Approval No.: .... ... ... Design Wind Pressures, From RAS 128 at Calculation-, Pmaxl: - . _ . . Pmax2:_... _ Pmax3: _. .... _ kinx. Design Pressure, from the specific Product Approval system: Deck: Type: GaugeiThickness: Slope: Anchor,'Ba,e Sheet & No, of Ply(s):..--- Anchoi,'Bise Sheet Fasteneill3onding Material: Insulation Base Layer: Base Insulation Size nnd Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top ltv.;ulallon Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): . ...... Base Sheet FnMener/Sonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet RisteneriBonding Material: Top Ply: Top Ply Fastelreti`Bonding Material: Fastener Spacing for AnchorlBaso Sheet Attachment: Field: - - " oc, CT Lip, 4 Rows . - q, oc Perimeter: _.." oc q� Lap, 41 Rows @) __ oc Corner: - oc 0! Lap, 8 Rows Ob oc Number of Fasteners Per Insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: %Noodblo(*in% Giuttei, Edge Termination, StOpping. Flashing, Clent, Cnnt Strip. Base Flashing. Counter - Flashing. Coping. Fir. Indicate: Mean Roof Height, Parapet Height. Height of Base Flashing. Component Material. Material Thickness. FwAf.,.ner Type. Raslen,,r Spacing or Submit Florida Building Code Edition 2007 High -Velocity Hurricane Zone Uniform Permit Application Form. Page 29 of 31 http:llecodes.citation.comlcgi-exelcpage.dll?pg=x&rp=lindxlSTIfilstlb2OOvO7lst—fl—st—b2OOvO7—... 7/28/2011 r--Cod'es �' Page 30 of 31 Section D (Steep Sloped Roof System) Roof System Manufacturer: ( -jam ra Poo Notice of Acceptance Number: l ©S: 10. 02 Minimum Design Wind Pressures. If Applicable (From RAS 127 or Calculation s�):. �5 zz� - & r P1 � 1 ^ P2: �O P3: 116'2— Steep Sloped Roof System Description Deck Type: Type Underlayment: I ASr/j? '22 34 e11 /Rd"p %i/ /1/S Rejf Slope: [Q 12 InSl113tl;tn: File Barrier: Ridge ltilatlon? Fastener Type & Spacin;t: jf o rapt S ��071 1 of (rlf�r% l9 e W Adhesive Type: Type Cap Sheet: .P Lis Mean Roof Height: � I Roof Covering: I Q Ire�15 ! ( 0 Type & Size Drip Edge: Florida Building Code Edition 2007 High -Velocity Hurricane Zone Uniform Permit Application Form. oA 14$ In fl kMf/7rs.;1(�C AstilGdQc 006 http://ecodes. citation.com/cgi-exe/cpage. d I I? pg=x&rp=/indx/ST/fl/st/b200v07/st_fl_st_b200v07_... 7/28/2011 :E-Codes U Section E (Tile Calculations) i•t \b'•nt,'n11,,1\:J ul; .,,ti nl,.:i1•�••••r:uhir'l ii�Ural!„I'C'�'nti�al<•dl:`:.d1a.•.I�a'\fI'•,,lh lh�:,',tlu,,Ir,nt ill ll(hc ?•It ,atu,..; al: drat,-, (h:u, �I ,ual ti, thi lit ,.11ll,• . I,'r cant :u:a -•I the I I.„I Own Ih: Illr .dt:l,hntrnl ulrth„d I, :W,::Ill.111k let hod I ' \loill:III 14:1,rd Tllc C.+lall;t l"I'l, N,I RAN I'- (/ -33 = till I ' 8 1'r•,Jll,I .\IyI,:,A N11 / 2z`(7�-�,=1�._ �� -.39 Ir1 ^/L2• .2�1 a�3tJ8 1 . �'1 _' 6.33 =Nl lt:,�]•. 5 I'I• llll,t :\(�,'9,�; .11 �[1 ZI 7, 1 A1e,h11J _'' Sitnp tlie,l'I'llr (aloilalnm, 11<•r Talk• I,,vlttIIv0 k1,m1<•nt „I Rr,I- illl,ki iNh , Flom Tcd,lr lirhn\ P „J(tcl Appl..•al ' li f1l. required Moment Resistance` Mean Roof Height � Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5.12 28.4 30A 31.6 32.8 34.9 6:12 7:12 26.4 24.4 28.0 25.9 29.4 27.1 30.5 26.2 32.4 30.0 \lu,! Iti lewd ill i•u4un:11ul atlh :t 11,1 .,1 111u11xnl ba•.,'d Ill(- ,t "will • ; nJ a •.,`d !`n Ill,` It,.:`.:Ir••1 (. ;nnit, I{.,rn.i If Rnl,', and AI1p,!-&, ["', UpitIt h: t,Cd lilt' ,\,Kill, k1w Mkithod I C ,all[\awd Ow "Al l I", I, if F t\ al Iltc \ it ltk', I'II Fr r 11 lit,' 1'- \.Illlir ate 'I,`.1lti 1 (11,111 11Y Cy ll,ll bi lh,• r-1 vit Itw". 1••t ,-.t:h c1r:J -,I 11101-4. thoa 111C III::III.1.'h(lh`Ill nt:`111�1a r•.Iiii('`L,id: \'[rlln•J3 Tik (. ❑liul:unvr, Pk I RA, 1 ' . CO"20hY till I. ,_....._.. '•t =__._1 - \\� _._ il•, d = (�il 1't i,Jliil .[V'I\: {- 11', - I = .. I • \\� '• i,�, (? = 1'i_ PI'n,IUiI :\I'(?11,�:Q I;. Where to Obtain Information Description Symbol Where to find ltk�,lwl Pie\,ule PI „I P' I I r P3 RAS I =- MINI! I it b\ .m rn_m,`crnt_ .11'inh'l, plip;med b, ill' ba;r-I ,:n :\tit. 1; - \I:.Iu R„•1 F1:taht {{ j(.,h alc R,,.,t �I:•p,• t? It„(, one \�n�J\Irntu: \IuIU(�Ilii {'r•�du,•t :1phr'•\.II �1n:,:llnl<•m Rc•t,tarn�• ;11r Pn><iuil npp,��\,,[ Rryutr.,l \bnn:`m R; ,I,t,ni,: t1[„ i,Gnnnuul \u.n9unrru lti `•I,ian,rC i 1 Re,lutwd t!phtt R,•\v:ut11<•r Il' (: alollawd ARtagr Til:1\ eldht \`. Pr-dait L=kn,•lh TII,' l)I111CIh1!tll`• ' P1,4111i1 All :alkillai I, it, Ilttt,t hi .1111111111C,1 w 111V N14.111h: •'I tit l:d A ill,' Milli +'I I'VI]Ml a('(•[tc:111: •It COPY- MIAMF MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 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.minmidade.aov/building/ Entegra Roof Tile, Inc. 1289 NE 9'h Ave. Okeechobee, FL. 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade 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. BNC 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: Estate "S" Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA # 10-0518.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No. 11-0510.02 Expiration Date: 08/23/16 CMIAMI-sane cgtn�TY Approval Date: 06/30/11 '� � Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE This approves a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured by Entegra Roof Tile, Inc. in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values Iisted in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Anplicant Dimensions Specifications Description Entegra Estate `S' I = 16-1/2" TAS 112 Low profile, interlocking, extruded concrete Roof Tile w = 13" roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED: Test Aizency. Test Identifier Test Name/Report Date Redland Technologies 7161-03 PA 102 Dec. 1991 7161-03 PA 102(A) Dec. 1991 7161-03 PA 108 Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631-01 PA 108 July 1994 Letter Dated Aug. 1, 1994 PA 108 Aug. 1994 Professional Service 224-47U99 PA 112 Sept. 1994 Industries, Inc. The Center for Applied 94-060B PA 101 March, 1994 NOA No.11-0510.02 Expiration Date: 08/23/16 MuaMiQ1uNTY �ffllu ,, I Approval Date: 06/30/11 Page 2 of 6 Test Agency Test Identifier Test Name/Report Date Engineering, Inc. 94-084 PA 101 May 1994 25-7094-1 PA 102 Oct. 1994 25-7094-7 PA 102 Oct. 1994 25-7094-4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1.994 Test #MDC-76 25-7183-1 PA 102 Feb. 1995 25-7183-2 PA 102 Feb. 1995 25-7214-2 PA 102 March, 1995 25-72I4-6 PA 102 March, 1995 Celotex Corporation 528454-2-1 PA 101 Sep. 1998 Testing Services 520109-2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381-264 TAS 112 01/08/08 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS -106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 3 of 6 4. INSTALLATION 4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1(ft) 1 Width-w (ft) Entegra Estate 'S' Roof Tile 10.0 1.375 1.08 Table 2: Aerodynamic Multipliers - ,% (ft ) Tile Profile I (ft) Batten Application % (ft ) Direct Deck Application Entegra Estate'S' Roof Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 3":12" 4":12" 519:12" 6":12" Greater than 7":12" Entegra Estate 'S' Roof Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.91 6.74 5.82 6.64 5.70 6.50 5.56 6.33 5.40 6.14 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type . Direct Deck (min 15132" plywood) Direct Deck (min.19132" plywood) Battens Entegra 2-10d Ring Shank Nails 27.8 37.4 28.8 Estate 'S' Roof Tile 1-10d Smooth -or Screw Shank Nail2 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 ScreW 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail Field Cli 2 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Cli 2 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 - 32.2 2-10d Ring Shank Nails 43.0 67.5 60.9 1 Installation with a 4" the headlap and fasteners are located a min. of 21/" from head of tile. 2 When using only one fastener use the hole that is approximately 4-3/4" away from interlocking edge. NOA No. 11-0510.02 Expiration Date: 08/23/16 0 limik IQ ff Approval Date: 06/30/11 FILE k; f, I Page 4 of 6 Table S: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Adhesive 26.1 3 See manufactures component approval for installation requirements. 4 Flexible Products Company TileBond Average welght per patty 11.4 grams. Polyfoam Product Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate'S' Roof Tile Polyfoam PoiyProTM 86.61 Pol foam Pol ProTM 45.5 5 Large paddy placement of 54 grams of Po! ProTM. 6 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Estate Mortar Set 20.60 'S' Roof Tile 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page.5 of 6 Nail Holes PROFILE DRAWING ENTEGRA ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE r rta r ^x ti,c�._, r NOA No.11-0510.02 MAMIMAOE COUNTY Expiration Date: 08/23/16 .. Approval Date: 06/30/11 Page 6 of 6 ' s a ATLAS ` iznnt�tr�a .. DATA SHEET ROOFING UNDERLAYMENT Product ASTM Codes and Compliances Description Width -Length '. Coverage Asphalt Roll Roofing #90aNine ar I Surface _ The top`surface ofihis organic -based roll Roll Roofi- r x is Imbedded with mineral granule's. Can be 36, 36, 1 _ ft FL 11915 N!A usedalone as a primary roof covering.- L _ _ Stateltile D-6380, r — Premium State Granule Surfaced Tile FL 11915 WA 3636' 1 Upcieslayment Class M 1 ] Undedayment Organic FelfBased Standard Asphalt Saturated Organic Felt ` 1 D 4a69 f� Standard Shingle Undedayment { #15 Saturated Felt { FL 11915 N!A y ' 36° 144'," 4 _ Type'- �.. Saturated Felt DA869 Heavy Shingle.Undedayment ` $30SatUfatedFelt FL11915 ! "N/A '� I; 36° 72' 2 Type Ill' Saturated Felt' Specification Asphalt Saturated Organic Felt M D-4869 l V Specification Shingle Undedayment #15 Specification F61t " FL 11915 N/A ff 36° - 144' 4 Type ll �_ f Saturated Felt fil Specification ' I D-4889 { � Specification Perforated Shingle [ FL 11915 N!A t 36' 144' 4 f Felt, Perforafed__� Type II Lam_• Underlayment Saturated Felt Type IV FL 11915 D-4e6971 Specification Shingle /R30 SpoclficEltlon Folt N/A P 36, 72' 2 r ( Undedayment Saturated Felt Split and Jumbo Rolls - Asphalt Saturated Organic Felt #30 Standord "� Wood Shake Shingle Undedayment 1 D-4869 Split Robs 18' X 72 f FL 11915 WA 36' Perforated and Splitaf 18°- 36' 72' 2 i Master_Roif 2 S Ift-Rolls �; Type III Saturated Felt ;. s P_ _ #30 luthbo,.i8"'x 120''� D 4669Mw Wood Shake Shingle.Underiayment I Shake Felt Underlaymen Type 111 FL 11915 NfA . 36" Perforated and Split at 18' 36° 120, 1.66 �• ".. � r Saturated Felt Glass Fiber Reinforced Asphalt Saturated Fell f • • Premium Glass Reinforced- GorillaGuaxf''l D-6757 FL11915 N/A �'. 38' I :141,5' 4_ Shingle Underayment Synthetic Shingle Underlayment j1 r 4 Light Weight, Extremely Strong, Woven SUmtnit° J 13-6757 FL 11915 NOA No Polypropylene Fabric with UV &Water 48' 250'" 10 I OZ.927 05 Resistive Coatlngs, 6 Month Exposure, Synthetic ShingleUnderlayrnent } r ' NN OAo Granular Surfaced Peel & Stick 36' 33.3i 1 iWoatherMha ter° Granular ' D-1970 FL 11915 ( 08-1006 03 SBS Reinforced Underlayment 36, 72.1`• .2 1 WeatherMaster''PolySeal' ' D-1s70 FL 11915 NOA No Pael & St dr, Pclysurfeced, Htgh temp;" 36. 66.6' 2 L 084006 03 SBS Modred Asphalt Roof Underlayment I WeatherMasterITUUlt78wj D-1970 FL 11915 ��'08.00603,4 PeeSBStiHeavyTileUck, Woven odedaymeester ntCed 36' 66.6' 2 L ._. - . Shingle Starter Products 7° 36,: 120 Lineal FL r "^� I Asphalt coated, Glass mat 11 Starter,Strlp Wttti Sealant D346ff WA WA ' I 10° 22 (ts . 7s Lineal Ft Reinforced Shingle Starter Strips 12' 36, 42 Lineal FL ® Copyright 2009, Atlas Roofing Corporation ATL-090605.00 3109 GOP"" F1 LE "st Y ATL-090605.00 Roll Roofing Data Sheet - Final.indd 2 W109 10:34:51 AM l I PRODUCT DESCRIPTION Polystick TU PLUS is a homogeneous rubberized asphalt waterproofing underlayment fiberglass reinforced, with a high strength polyester fabric on the upper surface, designed specifically for use as a tile .underlayment• Polystick TU PLUS is ideally suited for use where roofing tiles are installed via adhesive set applications; Polystick TU PLUS can also be installed in mechanically attached systems as the rubberized asphalt seals around correctly installed nails on the weathering surface. PolystickTU PLUS is ideal for use in new construction where tiles may be stocked on rooftops for extended periods of time. Polystick TU PLUS may be exposed for up to 180 days. Polystick TU PLUS underlayments are manufactured using patented ADESOe Dual -Compound Self -Adhesive technology, whereby a "true" polymer modified asphalt compound is applied on the lop layer and an aggressive self-adhesive compound is applied on the bottom layer. Polystick TU Plus features patented FASTLapr" as well as SEALLopa', a factory applied adhesive treatment at the membrane overlap. Each of these patented features provide for greater ease of application as well as improved product performance. PolystickTU PLUS is packaged in a roll of 200 sq ft (finished roof coverage) weighing 70 Ibs in a patented Easybox6 that facilitates easy handling of rolls. USES • Multi -purpose steep slope underlaymeni, specially designed for tile applications • Designed as effective reinforcement for perimeter and flashing details • for use in both adhesive set and mechanically fastened roof tile applications FEATURES AND BENEFITS • Proprietary asphalt compound and fiberglass mol for exceptional dimensional stability • Non wicking polyester reinforced surface engineered for superior slip resistance • Approved exposure rating to 180 days (or as limited by local building codes) TECHNICAL DESCRIPTION METHODTEST ASTM D5147 PROPERTY Thickness, min, mm (milsl VALUE 2.0(80) ASTM D5147 Maximum Load, Longitudinal and Transverse, min, kN/m (Ibf/in.l 4.4(25) ASTM D5147 Elongation at break, min of modified bitumen portion (%I 10 ASTM D5147 Tear Resistance, Longitudinal and Transverse, min, N (Ibf) 89 (20) ASTM E96 Moisture Vapor Permeability, max, perms 0.1 ASTM D1970 Adhesion to Plywood @ 40F, min, Ibf/ft width 2.0 ASTM D1970 Adhesion to Plywood @ 75F, min, Ibf/ft width 12.0 ASTM D1970 Sealabilily around nail pass ASTM D1970 Waterproof integrity after low lernp flexibility pass ASTM Dl 970 Waterproof integrity of lop seam pass ASTM D1970 Slip Resistance pass 1012010 1t PRODUCT DATA Coverage ................................... 200 sq ft Weight (Approx) .............................. 70 Ibs Roll Size ............65'8" x 39 3/9" (20m x 1 ml Rolls/Pollet...........................................20 APPLICABLE STANDARDS • ASTM D 1970, D 5147 • Miami Dade Code Compliance • UL Classified for use in Class A & B roofs, as listed in the latest UL "Roofing Materials and Systems Directory" • ICC ESR-1697 PRODUCT WARRANTY Unless otherwise incorporated into or part of a supplemental manufacturer's warranty, Polyglass warrants its product(s) for a period of 10 years against manufacturing defects in its product that directly results in leakage. Warranty coverage is an annually declining pro -rated warranty. 6'ATERPROOFINO MATERIALS AND INSULATING SYSTEMS LA149,rlREl' 1-800-222-9782 www.polyglass.com