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1165 NE 100 St (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -24847 CL� Permit Number: BP2OO5 -1539 Inspection Date: 08/17/2006 Inspector: Grande, Claudio Owner: MENDEL, AGNES Job Address: 1165 100 ST IJ6 Project: <NONE> Miami Shores Village, FL Building Department Comments Wednesday, August 16, 2006 AUG 1 8 RECD Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Imported Permit Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132050190340 Lot: Phone: 305 - 757 -2612 Page 2 of 2 Passed 1(0 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -24847 CL� Permit Number: BP2OO5 -1539 Inspection Date: 08/17/2006 Inspector: Grande, Claudio Owner: MENDEL, AGNES Job Address: 1165 100 ST IJ6 Project: <NONE> Miami Shores Village, FL Building Department Comments Wednesday, August 16, 2006 AUG 1 8 RECD Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Imported Permit Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132050190340 Lot: Phone: 305 - 757 -2612 Page 2 of 2 Slope and flat roof needs to be swept from all broken pieces of tiles. Uplift Report is OK, on file 8/10/06 CG Passed Inspector Comments i fE Failed A Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -2 Permit Number: BP2005 -1539 Inspection Date: 08110/2006 Inspector: Grande, Claudio Owner: MENDEL, AGNES Job Address: 1165 100 ST Project: <NONE> Miami Shores Village, FL Thursday, August 10, 2006 1i. Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050190340 Lot: Phone: 305- 757 -2612 Page 1 of 2 Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 F.P17 26 9A��jr. 51 76 2 27 52 77 3 28 53 78 4 ` 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 _ 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 ` 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 ' 49 74 99 25 / 50 75 100 Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project No !, 7 1 1 SIZE SPECIFIC INFORMATION Owner's Name � � - ,, Permit # P,PZ0v 1 'ri 1 Job Address 0./25 0./25 DDS E 100 r j c . �,,(t A - 1"11 �b �-te. — „f _ Roofing Contractor: C� 1-�O c� 12,019c t 04. Type of Tile: 4 f S 1 S t -- Pte°” 1 . - i!O i C 1 Date Installed: _ Z8 Approximate Roof Height: —_L —feet Roof Pitch: '5 S 2- Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof -4- 0 ft Required Testios FFrc : 3 Testing Equipment: Chatillion 100 Date Tested TEST RESULTS P = PASS, F = FAIL IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT OB •' ED,BY: . Sketch of Raof Jth Ut 4S t O 1-4.t 0.-o-tt5t-1-0(15 Shek3t NOT*':43: 2. Ctiractor 4:050 F ( Ft $- 4 cteck_ -B Note: . . • - Li Wal v„„ IMME1111 111111111111MIMINIME I . IMIMMEMBEMIll , IMMO ��ry,W BM • 11111111111111111111111111kIligThimunamin 1111111111MEMANWIMIamumnalumnini •111111111MEMBLIMIERNIMMAPPIMMININE 11111111111111M11116111111111MintswAingt_gonmsma 1.11111111B1111011111011 EIMIIIMENE 1111111111MINNIIIIMMFAMMIMIMIIIIIIME 111111MMIHMEIRMIIIIMIUMINEIM mumminimurtimpmenammummis ammumnsaumasarormainurammuni 11111111111111EMMInilumnimummi 111111111111111MIMWAMMIIIIMMINIUMMINI I , 1 1 jiMa314. Cally mumunam ilifinimanniumummiumpt „ minmsnaniummima - , M , . i ArinikrAdMIMMILMINSE - • I. ,I I f;f11:1 'it I minummitaiNgum . ,Ii„as . , I - I ii titTli.t1 '-1 • I E 3 1, Hilt [ iiiiiiMMMUMIUMBINIMMIUMIMMINIMMIN MIMIMMIffiiiiiMINDIUMEIMIIIMMIMMEMINIIMIUNIME IIIMMIUMIIMIUMBEIMMIMEIMINIUMIUMIII 111 I I • iiii . - , - 1 f i . Sketch of Raof Jth Ut 4S t O 1-4.t 0.-o-tt5t-1-0(15 Shek3t NOT*':43: 2. Ctiractor 4:050 F ( Ft $- 4 cteck_ -B Note: . . • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phonga►(305)795 -2204 Fax: (305)756 -8972 inspection Number Inspection Date: 03/21/2006 Inspector: Grande, Claudio Owner: MENDEL, AGNES Job Address: 1165 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Building Department Comments Friday, March 17, 2006 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC PermihNumber: BP2005 -1539 Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: <NONE> Phone Number Parcel Number 1132050190340 Lot: Phone: 305 - 757 -2612 Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING False Passed b 5 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phonga►(305)795 -2204 Fax: (305)756 -8972 inspection Number Inspection Date: 03/21/2006 Inspector: Grande, Claudio Owner: MENDEL, AGNES Job Address: 1165 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Building Department Comments Friday, March 17, 2006 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC PermihNumber: BP2005 -1539 Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: <NONE> Phone Number Parcel Number 1132050190340 Lot: Phone: 305 - 757 -2612 Page 1 of 2 um ber: Inspection Inspection Date: 03/22/2006 Inspector: Grande, Claudio Owner: MENDEL, AGNES Job Address: 1165 100 ST Project: <NONE> Tuesday, March 21, 2006 Miami Shores Village, FL Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number ?ermit Number . 13P2005 1539 Permit Type: Imported Permit Inspection Type: Hot Mop Work Classification: Roof - New Parcel Number 1132050190340 Lot: Phone: 305 - 757 -2612 Page 1 of 2 O Passed c Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until um ber: Inspection Inspection Date: 03/22/2006 Inspector: Grande, Claudio Owner: MENDEL, AGNES Job Address: 1165 100 ST Project: <NONE> Tuesday, March 21, 2006 Miami Shores Village, FL Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number ?ermit Number . 13P2005 1539 Permit Type: Imported Permit Inspection Type: Hot Mop Work Classification: Roof - New Parcel Number 1132050190340 Lot: Phone: 305 - 757 -2612 Page 1 of 2 Inspection Numb . Inspection Date: 03/17/2006 Inspector: Grande, Claudio Project: <NONE> Thursday, March 16, 2006 '24 Owner: MENDEL, AGNES Job Address: 1165 100 Street NE Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC ermitNurnber: BP2005 -1539 Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: <NONE> Phone Number Parcel Number 1132050190340 Lot: Phone: 305 - 757 -2612 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING False Passed -- PI* Inspector Comments 43 ..61 A^rC,l 914"/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Numb . Inspection Date: 03/17/2006 Inspector: Grande, Claudio Project: <NONE> Thursday, March 16, 2006 '24 Owner: MENDEL, AGNES Job Address: 1165 100 Street NE Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC ermitNurnber: BP2005 -1539 Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: <NONE> Phone Number Parcel Number 1132050190340 Lot: Phone: 305 - 757 -2612 Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Owner's Address 1/6 6 // 0 S -r City /11 At--t i Jh o r e; State Tenant/Lessee Name Job Address (where the work is being done) // 4 J / G / DO ...CT Cit Miami Shores Village County Miami-Dade Zip Is Building Historically Designated YES NO '✓ Contractor's Company Name Oh d u v Phone # 3O 5 7: 7 -- 6 l Contractor's Address Q,..30/ k & 6 /1 /0 City I 4 /d i S/ r (> State ri._ Zip / 3/3W Qualifier J A-p{ C,) P 0E }47 L1 L 4' State Certificate or Registration Nor DO 'O 0 ( T3 6 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit / 6 6 0 Type of Work: ['Addition ['Alteration ['New Repair/Replace ❑Demoli io Describe Work: j C i t) () 1 C /141 /Z--Q (1? / S A ci ilo r i -I up a Fl Notary $ Submittal Fee $ Q'[) Permit Fee $ Total Fee Now Due $ 32 • - 10 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REdESVED 1 NOV 1 !15 `/ / Mastir Permit No. * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** lumbing Mechanical /�/ 6' �l e /1-% & e / / Phone # Zip 3- l a' Phone # Permit No. Certificate of Competency No. CO ©() 6 `-Y" s Phone # Square Footage Of Work: 7 t (53 °I CCF $ j • 40 CO /CC Training/Education Fee $ Z - 8o Technology Fee $ 7 - Scanning $ C l .OD Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Signature Owner or Agent The foregoing instrument was acknowledged before me this day of c2CIV8&! 206S , by who is personally known to me or who has produced NOTARY ' 1 : LIC: Sign: Print: My Commission Expires: ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 As identification and who did take an oath. * * * * * * * * ** ** My Commissi 1l7 t5 • Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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. Contractor The foregoing instrument was acknowledged before me this day of l/C7) ecA 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC• l Sign: Print: •h er,iv ATIY FU .I Lk • THERIh A. Di- 3 cogmassioN 1.)01Q;179 BondedThra Atlantic £;ia i Qy 1Re. Zip **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner V / Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/7/2005 Applicant: AGNES MENDEL Owner: MENDEL AGNES JOB ADDRESS: 1165 NE 100 ST Contractor OBENOUR ROOFING SHEET METAL & SUPttLerlieAc 's Address: 9301 NE 6 AVE SUITE A - 101 Local Phone: 305 - 757 -2612 Parcel # 1132050190340 Building Permit Permit Number: BP2005 -1539 Legal Description: MIAMI SHORES SEC 8 REV PB 43 -67 LOT 12 BLK 177 LOT SIZE 75.000 X Fees: Description Amount FEE2005 -14176 Building Fee $300.00 FEE2005 -14177 CCF $8.40 FEE2005 -14178 Training and Education Fee $2.80 FEE2005 -14179 Technology Fee $7.50 FEE2005 -14181 Scanning Fee $9.00 Total Fees: $327.70 Total Fees: $327.70 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/2/2006 Construction Value: $14,000.00 Work: RE -ROOF Signed: (INSPECTOR) Page 1 of 1 NOV 0 8 PAID GIG ("1 tZ, In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: State of Florida 1 { +. ;: Cii + i .0Ri DA, COUNTY OF , ;i=;'i t'Y (:r is /' ;gir. . ' kir r tl Uirru � V___ AL2U_ itdrt41 °ud OftiCi% .;ire &t. t:v y _ (IZUVIIV, ( �LERf<, ;t Circuit and County Courts u.c. NOTICE OF COMMENCEMENT Notice of Commencement must be filed if the Job valuation of $ 2,500.00 and /or more in labor and material. Please file at 22 NW 1st Street, 1st Floor, Miami, Florida (305) 275 -1155 Permit Number: County of Dade The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statute, the following information is provided In this Notice of Commencement, Legal description of property and street address: Description of improvement: Owner(s) name and address: Interest in property: OLu/i, e ✓ / Cr r; �. "►� g Cr")% 2. A7 t; r / , 0 ( 4K o.0 yv 5 d-t e L //G S ne:: - /Dv s, f4a-41 S - lokc) 1. • •3/ 9 - Name and address of fee simple titleholderrYJ e- Contractor's name and address: )# T' ,43 ()v✓ OU T rl � �_( 9 SC 9 3 v I it). E �� t.--P , —1 t hot r r Surety: (Payment bond required by owner from contractor if any) Name and address: Amount of Bond: $ Lender's name and address: 'rint Owner's Name: 1-1 f worn to and subscribed Wore rime this SV iaY die 7 f9 e /e- , 2003. Personally Knownor.,, Produced Identification Oath taken Persons with the State of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713,13(1)(a)7., Florida Statute: Name and address: In addition to himself /herself, Owner designates the following permit(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)b), Florida Statute: Name and address: Expiration date of Notice of Commencement: (the expirations date is one (1) year from the date of recording unless a _tifferent date is specified) Oath not taken Tax Folio Number: / ,z( A-0,41 Jhor1-5 f l 73)3, 11111111111111111111111111111111111 1111111111 CFN 00 5R 1 1!8880 OR Bk 23940 F's 3778; (1Ps) RECORDED 11/08/2005 09:20:13 HARVEY RUVIN' CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE lot 4- r7 Cu-- (Signature of Owner) rI Prepared by: S h e r - lei c A •� Address: 5'0 ' f ,V C Ai- - A / C ) .5`l, vrtt' _r 31 7 d' Print Notary's Name e r 4 Commission Expires BY N °TA E1 L G�AF J ._ .: CATIM',:lNE ? DI:II±FIN cotitcssioz == DD40$798 MIRES: MAR, 0.7, 2009 Bonded Thru Atla` tic Bonding Co.,1tic Notary Public: tiiicza VALOCXTY 111YRSIMa.a„Wlz ;SOki4c.i - lt.14QETTRIAID OW4UR.a liOTX10-4CTIC ?Olc ILOOtIl.g) CaW0rKATICA-r5 4' ;r7,Qap.. 14.- I.: p*rca:Lr,li -Pn, it :L' c-h,.- riaponaibll / 0.., 4 co pro.vii.71J, clA&, +0 C.flc:.. T:ecami.r4,4 rdci pct,:cmit, aan,i tc. LIA.z. ricrc: oi lx.rovl.i 04t m mum _ir 15 ot cna. 9overn i,ni 1,4.1,1,:tnLa and 6-1::0.4iei, chi: Lhe inailfry for roorin9 a:v:,acam il,call.,11cloh.-ii. ';;40.ic.ionll. folIowino icani 6nciala tic .d.6.r.;?,.i.:ai ix‘ic.141 in ch,:: cleainar.l.a c,poe ind.iar c ctl. Ic.m -Fiala b ,.„, ,.,..1.c ,atla,:ciew--riaaala.1„p7 TtIct w.7)ricm...tn4h1c. ocnv2,r:110 of c. 4 1 , ......._,..- - t.i.16 volocivy 'klurric2a.ne vh.* '01.4.r-poaz Di: previdih.ii ch "01:1 -,.,,.,I.m m44ca Lila-. %J....no .-..-eaiarnee .anci svc In...ru.43.on pA':■xrar-cl,anc4 4c.zi.rld:/4-cl A.,,,t4t-.nacie (appe.a.r4nc,B) :4re ni: a. con.y14,-,r,t,cion wl.ph . PO wOr-Lmaih:i,p 1=ccoiona, Aea(:cliaC Imbirk, i,I.-:,u ovcA -4k1 color or .r.rcliaetur.al -zppearric.:a. tnac 4, nLac Ilhe owner atiC, che cypfxrac:co.t.. z.,, 20:f11,,0 c,-,0;a, ::,q1spuld ot, J.j.dretlu:,,-d ” parc, 01! cAla RY.Zta,r. :. A4A14ill-Qg iric.)9d Dcacl,;.: wh4:11 ..c-placing L.) rooting, clw: L',t.%LiTic,0 wc)od .. t.....nilea i;s1 acc:otd;04.no4 vetch O - le ourenc -. .pov.I.loil or C..fl,ilkS6y11 (qi9h Vizzlocicy Hurricible* Zonee) ot tha. (1 .,:, livtilm). 4 deo' 1. ii:A.Lally concealcta prior.. up ramoving 1:11., E-,:xl$.c...in9 -4:Qof 3, 0,46144oh xoor4; C.Qmitori roofe are 1:110.43e whlob no vri$4D1C d4Iineacion b■$cwaan tWiWthorino: I. , . , t,QW1.1VA.14 5 ‘ connominiume: In buildin9a wiCh COMMOr, rOcrfa, Oe roOeing cohc.raQ(01- 4ndlor olirir o•ould nOtify Che ocoupanc$ ot ;;Lojace'rlt auic.%:i Of.rofihq work t:Q be pertormaci. . . .4, 4),:p0Q,,,d Qtali4ail R:cpoia,O, opcm beca.m ceilings ttr4, w'rire Lna ulaideral,10 Qf c.h,t.,..r,:oof daticing ciqn 'tit via:wed from bcilOw. TCca 0wilc criiy iy co loinc.ain :1-ia archircciii.-41 appearehee; c.-b-fi).re. rofiti nail , pneicracion:J or c.ho underdild of 1:h daki m.ay noc ba ac:c-epc4.01.. the prQviaa che opcion of re.aiaLaii-,ing-r:Alia appeararica. 17,Q4.4W1LkiT Warar; 111-4.- oi.irrenc roof' zya,c-am and.101. deQ.k of Chrai bui.laing m4y floc: drdln Wtal 4110 May (.:41- w OD pQ11(.1 /accumulate') in low- ly1h9 areaa of che roof. Pondinq can b(f: 5-11 indic.acion ot auruccuraa di4cree and inecy require cho cf,:v1w Ot 4 protes5ion4_ arzuctlaral 1 pcutint may Gliciecraa che. m, lite a)cpct,:aly .41d piFa cot c:c%;: new roofi% eylice Pondillq oondica'on may xmc be eviclanc tlarl: c che orlginiil tooflAg kiyqctem 16' reMoVect. Ponding oondit'orai 00u2,1 ba 6, Qylif-ticiw $cuppQXM (fl outlata)r IC la racTolrEa t.il:Ac. rai.nwacex tlow oet :Jo chiic 0.11 olz.c veriodati irOM a buildup at wacr. . trimer/edge, wa.1.1.E1 or CM:bar root :1:(-,e11,,,io1.12 my. block Chi2 diaonai- it ov'e'rflow aciupparo iwa.11 oUclacZ) ;ir4 not prQvidt.d, lc fRay ba :c-rfuirerric:nct; (.1i neoeqaary r,o 1.4111 oyez:flow k: ouppe:x't; in ilcoord0c wit.n.thq, vci4qilatioal Moga roof aCrUCL7u1. c':a .1101.41d h4v 40flit abiliCy CO Vfit.:- n4r.ural airflow chronWI cna intorior of cha Btructtlraii 4apambly k.hst. bliildin2 iV.leale). exifilincj .AmmLinvot ailot.i venrilA.c4on bball Apt 440 ra in aizen411419'kha ac.vtiel:,4414,' 1.41 rdood I may ) bg4a.iii:41:4-zieoln : ar 4ddicional Vtlx.1,119 WillCh • •• • • t e .V017 -, -*,/ - •• • ;47PS- • 'Do WAW.,A914cx*:411gUAK=Irkrq / 1- - • • • • • • • • • ■•• • • • • • • • •• • • • • . • • • • • • • • :o •. • • • • • • • • • ••• • • •.• ••• • o • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• IS • • • •• •• ap•• • • • 111 • • FGE. - 1539 B i t1 141111111101 c NI FrAil it Florida Building. Code Edition 2002 H _ h V - • Hurricane Zone Uniform Perrntt • • • Ilcadon Form 3_01 -45 5/03 PAGE 2 Section a (General Information) Master Permit No. 05-- Process No. Contractor's Name e.E h\ 0 U 0 0 P■ Job Address I l L c-D 0 0 ow Slope Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE • • • • • •• •• • • • •• •• ••• • • • ••• • • ortar /Adhesive Set Tile Wood Shingles /Shakes Are there Gas Vent Stacks? Yes ❑ No O Type: Natural ❑ LPGX u e- Roofing • ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) .. Steep Sloped Roof Area (SF) Total (SF) Ig o � 00 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and ocation of parapets. - - - -[ — I Roof Slope: .3 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System Roof System Manufacturer: 4-14- Notice of Acceptance Number : Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: /- D P 2 : ) . 4 . 4 - 3 P3: 2q • � S Maximum Design Pressure 7 From the NOA Specific S stem : • Method of tile attachment_ A__410- $ e Ridge Ven ilation? 1d Stee • Slo • ed Roof S stem Descri • tion Deck Type: Mean. Roof Height: ype Underlayment: Insulation: Fire Barrier:- 3. A5-1--t D 22-0 astener Type & Spacing: dhesive Type: ype Cap Sheet: oof Covering: .. ... • • • • • • ._ • • • • • • • • • • •� • • • • . TYpp & Size Drip ... • Et#ge: • • • • • •... •••• • .. • .• • • ■ • • • • • • • .•. • ••• • ...� -- • • • • .. • • • • • • • 000 • • • • .•... • ..• • .. • • • • • • • • • 000 • • • 000 • • 123_01 -40 5/03 PAGE 3 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Fonn. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify as "NA') System Manufacture :. G NOANo.Q { 61' Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2 : '4 _ Pmax3: ± ! / 3 Max. Design Pressure, From the Specific NOA System: Deck: Type: 4 S Gauge/Thickness: Slope: 11 Anchor /Base Sheet & No. of Ply(s): )) IA Anchor /Base Sheet Fastener /Bonding Material: I ,' Insulation Base Layer: Base Insulation Size and Thickness: ‘ 1- ) / Base Insulation Fastener /Bonding Material: Top Insulation Layer: Section C (Low Sloped Roof System) Top Insulation Size and Thickness: J•- I / Top Insulation Fastener /Bonding Mate Base Sheet(s) & No. of Hy( Nccl ase S;eet Fastener Bonding at - rial: f Ply Sheet(s).& No. of Ply(s(2 ? GA- Ply Sheet c stun in tdiLi Material: 4 1 f TopPly:C0) GA-P OAT Slipe• • • • 1 • •• • • • • •• Top Ply Fastener/ Bgrtdirlg t�q4 �rial: • • • Ti Surfacing: L_ • • • • . • • • • •• • • • .•• • = �1. .cx.GG= 3GS/ / 4/ . - a (o g_:• ••• • • • ••• Fastener Spacing for Anchor /Base Sheet Attachment Field: ' oc @ Lap, it Rows @ " oc , Perimeter :" oc @ Lap, # Rows @ T " ocq ���''CCC���CCC Comer. L'oc @ Lap, #Rows @ •oc(/)$ Number of Fastepers Per Insulation ( • • • • • • • • • ••• • Board • • ..• • • • • • • • • • • • • • • • • • •• ••• • • • Field ____ Perimeter ___Corner ____ Illustrate Components Noted and Details' as Applicable: Woodblocking, Gutter, Edge . Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Hashing, Counter- Flashing, 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. q "okrshoci. ,1 6 Fp 40 TIN‘t • Ar •.• • • • • • l ��•' 5-83 M 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 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION • SECTION E (Tile Calculations) For moment based tile systems, chose either Method J or 2. Compare the values for M with the values from M If the M values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P - `Q" x? op = 13.$'1/ ) -Mg: 4.86. = , NOA M a6• P2: _ y s / x X • 3°-S = ? •, y ) -Mg: - = M , 4'" NOA Mr: X6 P .95./ xX •'o& _ � 9.4? � ) -M = M rt �� ' NOA Mr: a6 Where to Obtain Information NQA ••• • •• • • • • All calculations must be submitted to the Buildll O •atlite title Qf p'rmg application. ••• • ••• • • . • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • •• .• ••• • • • •• • • Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below: NOA Mf: *This table must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For uplift based tile systems use Method 3. Compare the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P x I: = x w: ) - w: x cos 0: = F,1: NOA F': (P x I: = x w: ) - w• x cos 0: = Frx NOA F'• (P xl: = xw: ) - w: x cos 0: = F r 3 NOAF': Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions Symbol PI or P2 or P3 H 0 x F' F, • • • • .. . •• •• W I = .length =Wi�h; • • • • Where to Find RAS 127 Table 1 or by an engineering analysis prepared by a P.E. based on ASCE 7 Job Site Job Site NOA NOA lar�A • • .al ul G • NQA • • • Calculated NOA MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Alfareria El Volcan 8405 NW 53 St., suite c -102 Miami, FL 33166 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 the BCCO and accepted by the Building Code and Product Review 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 the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Volcan "S" Statue Clay Barrel Roofing 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 P e�ob site at the request of the Building Official. •• ••• • • • • • •• This NOA consists of pages 1 through 4. • • The submitted documentation was reviewed by Fri • • g Ag ga • • • • • • • •• • • • • • •• • • • ••• • •• • • • • • • • .• • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • .. • • • M1AMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 01- 0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This new roofing system using Volcan `S' Statue Clay Barrel Roofing Tile as manufactured by Hacienda EL Volcan described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Volcan `S' Statue Length: 18.25" Clay Barrel Width: 10.50 RoofingTile varying thickness Trim Pieces Length: varies Width: varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aeencv IBA Consultants, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. Product Description High profile, one - piece, `S' shaped, clay roof PA 112 tile with a single roll. For direct deck nail -on, mortar set, or adhesive set applications. Accessory trim, clay roof pieces for use at PA 112 hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 2799 -1 PDI- 002 -02 -01 PDI- 01 -02 -01 Date 08/22/02 10/08/02 10/08/02 •.. • • • • • •. • • • • • • • • • ••• • • • • • • • • • •• •• • • • ... • • • ••• Test Name/Report TAS 112 TAS 101 TAS 101 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 shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance wjth the applicable Roofing Applications Standards listed section 4.1 'Irvin. • • . • • • • • * • • 3.5 30/90 hot mopped underlayment aP1Soc$tiQntmlyalti installed perpendicular to the roof slope unless stated otherwise by thefindMlyment materialmanufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable builtii ,g cocje. • • • • •• • • •• • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • . • • • • • •• • NOA No.: 01- 0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 2 of 4 4. INSTALLATION 4.1 Volcan "S" Statue Clay Barrel Roofing Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Volcan "S" Statue Clay Barrel Roofing Tile 6.43 Length -I (ft) Width -w (ft) 1.52 0.85 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile Volcan "S" Statue Clay Barrel Roofing Tile X (ft) Direct Deck A • Iication 0.308 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" 4'•:12" 5 ":12" 6":12" Volcan "S" Statue Clay Direct Deck Direct Deck Direct Deck Direct Deck Di ect Barrel Roofing Tile 4.86 4.80 4.73 4.63 4.52 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Sin • le Pa Adhesive Set S stems Tile Tile Profile Application Minimum Attachment Volcan "S" Statue Clay Polyfoam PolyProTM AH 160 Resistance Barrel Roofin s Tile 26.7 1 Paddy placement of 41.5 grams of PolyPro 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •• ••• • • • • • • • • • . • ••• • • • • . • • •. •• • • • ••• ••• • • • • • • • •• • • ••. • • • • •• ••• • • • • • • • • • • • • • • • o • • •• •. ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • •• • • • • ••• • • NOA No.: 01- 0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 3 of 4 VOLCAN `S' STATUE CLAY BARREL ROOF TILE PROFILE DRAWINGS END OF THIS ACCEPTANCE .. ... • • • • • .. • • • • • • • •• ••• .. • • • •• • o • • ••• ••• • •••• • • • • • • • • • • • • • • • • • . • • • • • • •• • • •• •• •• ••• • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. •. • • • .. •• 0 .• • • • ••• • • NOA No.: 01 -0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 4 of 4 rvLiru.tiil r' rULL1. .4J.1.` +l, PRODUCT CONTROJ Olilc ' OF ..kCCEI''1_ANC F 1 elyfoam Products, Inc. 2-100 Spring- Stucbner Road Spring ,T\ 77383 -1132 Your application for Notice: oCAceep,tancc (NOA) of: Two Crlmponcnt Polyurethenc Fo:rrn Adhesive tinder Chapter B of the Code of M4ian}i - Dade County governing the use of AItCrnatt: Materials and Types . Construction, and completely de$cribFd herein, has been recommended for acceptance by the l(iami -D County' Building Code Compliance Office (f3C1^O) under the conditions specified herein. Tlti, NOA shall not be valid after the exf)itation date stated below. BCCO reserves the right to secure this product or material at any time front n job; or m;,nr.lta(:turer's plant for quality control testing. If this product or material fails to perform in the approved rnanncr, n,C.�Ci� n „ revoke, modify Or suspend the use or such product or material irni edlal�l)'. BCCO reserves t)ir right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the rc(Iuirc.ntcnts of the South Florida I uilding Code, The expense of such testing will be ineurr' d by the ro.lnuracturcr, ACCTI'l',&NCr NO_! 0I -O52 EXPIRES: 05 /10/201)6 Raul R.odriQucx Grief Product Control Division TIEL S 7 T1; OYERSITF,F.T`STT: ADDITIONAL 1'AC FOR PF.CIFIC k z tvri t.Al_ CON 9 ITIO N S '� — '� '-- - M f3 T tal\C C I ")Dl? ,Sc RC) 1) CT Rr.vtEW COtrI YIITTFr This application for Product Approval has been reviewed by the BCCO and approved by the nuildint; Code and Product Review Committee to bc used in Miami -Dade County, Florida under the conditions se( torlh above. AI'I'R0VFt) (16)14i21101 • •• • • • • • • • • • •• ••• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • ••• • \3013O0011pc OOQNU:Tplttl::Motico SccepunCr to,cr p that ••• • •• II1 tCrI1C( rn3+i� n(1t1r • • • I'm; p1 ' ( Inns c • ••• • • 1 0. d 1781 LSOC 0.L ;%',p CSB9SOC • • • •• • • • • • •• ••• •• • • • • • • •• •• • • MIA✓ I -DADE COUNTY, FLORIDA NIGTR(O -D, I)F FL.r,GLER BUILDING I)IjILD1N,, Con Co,\Ir LI NCE OFIIICF \I ETa 0-11 101 7 ,. �):�Glf r t3i)11-0INC I•la tvl ;S i FLAGI.r_R STREET. M.'I E 1603 i�fl ;1 \II. FLORIDA 33130 -156) 0%1) )35-'2901 FAN: (:1O$) 375•7.90N 4:0N'1 - It,1c rc)v. fl('l:,vtilNC ;:1•:C:7I(.1y (3(5) 37 S -Zi ?7 v,\\ p05))/Y-20 c :orr I(•tC. rOtt ENFt)ItCENtI 'I' nl \'I�IDv onS) )75-1vt,6 FAX 0051 375 -3'urr l'tt(r)L'C"I' CONTROL DIVISION (30)175-1902, FAX 005)372-0;9 L 1,�.1_,srfca�J�1GLG!/-*�lhtD� I J, Quintana. R.A. Director Fvliii i - I� ;Ide County fiuillling Code Compliance Ullice • • ••• • • • • • • • • • • • • • • • •• � iwcc• illp: / /www.bulJJingcmlr.oltlinc.co�u o:."'008,I d_! rS:8T 70 141 002 a dl:1 ,.JJ UJ 1111: .1.1.JO 1'1.1 04 41, .I.01. 0 Prc7duct�,_�rlc., Row LNG ASSE,M1ILY APPROVAL Category: Roofing SaiZ(;;ltt�nr + Root Adhcsivc Polytirei11 1 1. SCOPE This approves I'olyprue A111160 as manufactured by Polyfuatn Products, Inc. as described in Section 2 of th4 Notice of Acceptance. (=Or the loections where the design pressure requirements, as dc(.errnined by applicable building code, does not exceed the design pressure values 0btail by calculations in compliance with fooflrtg Application Standard P-AS 127, for use with approved fiat, low. and high profile Tooltileg system using Polypro® AM 160. Where t ie attachment calculations are donti as a moment based system l'or single patty placement, and as an uplift based system for double patty systems 11 I 2. PRODUCT DESCRIPTION Manufactured by Teat Product A.nDli5�tnt i)itt►',entii Sncr.ilicnli n9 Description Polyprt7� AI-1160 ��; A PA 101 Two component pulytIrctltal e. Pc mpro R4'F 1000 N/A Dispensing equipment I Prof ack0 JO Sc 100 N /A faispcnsiltb Equipment I i 2.1 Components or prbduets manufactured by others: Any Mdoll -D:rdo County Prti Control Ac opted hoof Tile AS;cnibly Icnvii\g n current NOA which list uplift resisuancc values with the use of Polypro Al 1160 tool tile adhesivc, 2,2 Typical Physical Piopertics: Prn cr Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 16'31 ASTt\1 D 1623 ASTivi D 2127 AS rM E q6 AST. D 2126 +A.t57Yo Volume Ch,i e (0). -40 r.. 2 .. ••• • 1•cclw • • •• • • ••r•t;.8 °'.. • VYll.me: Clinnge r7 5 • o • •• • • • • ••• • • • • • 1•• i • J.. • • • • • • • • • • • irct d t Rt e3gLSOC 01 17pWAt9S6C • 1 4LLL V.1 :1 1 a \V Vl'I: ..... .l.l1. • • • • • • • • • • • • • • ••. • I • • • • • • , • • • • ••• • . • • • • • • • • •• •• • • • ACCEPTANCE, No_ , 01. 021,01 ••• Approval Date: ,tune Id 2001 Date! May 10 7,006 • • • • • • • • • •• •• Results 1.6 IbsJft' 13 PSI Pnrollel to rise 12. PSI P erpendiculnr to rise 28 PSI Pilrallel to ri:c 0.06 !..bs.mt 3.1 Pero) / Inch nr. •• • • • -` • • • • Zulo nn. I�IZC •• • I'rodttcu Control Examiner oJQH . d3 ?JJ ng :St r.onZ 720 ddJJ i't,Zifonm Prot1 nets , rnc� Note: The physical properties listed ul:ove. nre presented as t }•r:iclil nvcrnge vnlucs ns determined by ncceptcd ASTtvt test inttlrods and lure subject to norm: l nl;u,urnct.urinc vnriulion. 3. L1rMITATIONS 3.1 Fire classiCrcaliora is not part of ;his a:ccpt.�ncc Rcicr to the 1'rcparcce Roof Tile Assembly for lire rtttiri 3.2 I'olypro® A1-1169 shall solely be used with Ilat, low, & high (Pc proliles. 3.3 M'linirnum undcrliymcnts shall be in compliance with the Rooting Application Standard RAS 120. 3.1 RoorTile manufictures acquiring acceptance for the use. of Polypro€ A1•I1 u0 roof tilt adhesive with' he tilt assemblies shall teat in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for ttvc paddy placement with the use of f olyprotiD �kH 160 roof ale adhesive with their the :is,embhes shall test in accordance with 'A. 10 and \with section 0,:1 as modified herein, tyVi I 1,1 4 INSTALLATION' CO' d 78veSS,! SOE 01 rw..)•rv.n rnvut'I, A- CC- EPTANCE No.. 01 -0 52 1 02. 4.1 Polypro® A1-11G0 may be used with any roe tilt assembly having a current 1 that lists uplift resistance values with the use of Polypror AI - l GU, 4.2 Polypro0 A1-1160 sl;j ll be applied in compliance with the Component. Application section and the corrcd;pend,nb Placement Details noted herein The roof tilt assembly's adhesive a;ttachmcnt with the use of Palypro A1-I160 shall provide sufficient attac.hrnent resistance, expressed as an uplift bast d system, to meet or exceed the uplift resistance d4tcrmined in compliance with N.liami -Dade County Roofing Application Standards RAS 12 ?, The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polyproe A1-1160 roof the adhesive and its components shall be installed in accordance with Roofing Application! Standard RAS 120, and Polyfoam Produces, Inc. Polyproe .A1 Operatins lnstruciion and Maintenance Booklet. 4.4 Installation must be b' a Factory Trained 'Qualified Applic,rtor' approved and licensed by Polyfoam Products Inc. Polyfoam Products Inc. shall supply a list of approved applicators to t;'ic aullt. having jurisdiction. 4.5 Calibration of the Foa r pro® dispensing equipment is required before application or any adhesive, The m rat between the "A," component and the, "E3" component shall be maintained between 1,0 -1.15 (A) : 1 .0 (13). The dispense timer shall be set to deliver 0.0175 to 0. 1 5Ipounds per 61e as determined ,,.t c . olit , ratior., No other settings ;hall be approved. 4.6 PolyproZ AI-1160 shall be applied raiin )re R 't 1060 or Prol'ack® 30 cC 100 dispensing cgnil>rncnt nr'lly, •• • • • 4.7 Polyproel AI'I160 sh,llll nq .Uc 14oM licriil :utullJ,):to sunliS.i • . • . .. • ... ---� •• • • • • • • • • • • • • • • • • • • •. • • • • • • • • i • i • t rtnk Zaloak;n, h.RC • I••• • ••• • • • Product Control examiner 1 •.•• •J.••••• • 1 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• bi' t !!3E*aSOC • ••• • • UJ(1Hd3 dd 5S : 91 �L ' 2 tides r 1 1: A(11,esivr, Phecutcnl For Each Generic file Profile Tilcl)ronle I 1'Iacrincnt DelAil ii Single 1'nddy Vvkiglit Min. (grslnls) • _ 35 Two Pi )dy Weight per pnddy Mill. (ernms� N /A Flat, Low Flit,h_ ProEilcs I Hid ;li•Prolilc (2 Pivc: Barrel) I ''I 17/s do on c :Ip ind 3 /p:tn Y itil!A Flat, Low, 1'1i!1t Profiles W2 24 N/A rill, .Low I-fitg) Prpriles ( 113 is PoIlLoani Prociucls. Inc. 170 ' d 1111. 1 I . 1" 1 1o'.o Z .1 1 ,) 4.9 Tiles must be adhcr d in frestly applied itdltes,Ivc_ Tile must be set within 2 to 2 rrinutrs after Polyp otP Al-1160 has been dispensr_d 4,9 Polypro® AI - 1160 piacen!ert and minimum patty weight stall be in nccordancc with the 'Placement Details' herein, liacll grneric the prolilc requires the specific placement noted herein. LABELING A11 PolyprolEI AH160 containers shall comply wish the Standard Conditions listed herein. 6. t3C111'_.DINC PI✓f MtT R1.QU1REMMCNTS 6.1 As required by the Building Oflicitll or applicable Building Code in order to properly e.valthatc the installation orthis system • •• ••• • • • • • •• ••• • • 41 • ••• • • • • • • • • • • • • O • O • • • • I • • • O • • • • • • 1' r .0'' 0 1 H • •i• i •• ACCEPTANCE No, OI -0 2 t.02 %l UUa • • • • • • • • • •• • • • • • ••• • • • • • ••• ••• /_/ ...., • • • ▪ • • • • • • • • %.. —,r_! �^�� • • •• • • • • • • • • • • • • • • • • • • Prink Zulo.ig , I�RC.: • • • • • • • •• •• ••• • e•• • • • Product Control 1:!Calttllt(:C ODGUde dd coo:' ,''13'03 THU 17:1(1 FAA, 95.1 575 10 in: C.•e o,Y111 PAlr Ylep edhle).e 190101 Ir. 91 P ;n ve•07111111 Iaanini3 M 1 Ael (7.1 :Inv. l'n eel SCI d Polyfonni Procluct..5 Nail tflerwrIl (1yl Cm, 14.1 CIM Nell Iltrolgn plank ul. / ( eq co •Ah: t..; / 1 .0m onA4el1A ('.1 i'uL11 -U,'. 1 ArESIVE PLACEMENT DETAIL 1 SINGLE PATTY P1 61 IO.nulh . v..I Ir, Gle md:[AI tat / • Eel. :wne rn■. 0..p )dieehn appro, 4 I ue Ie relveepnolu II 17 (e 00.0 ]enc.ly: le )(711i4t 1110 1) I01,1.0 In 11 ln ..;in 0,1 0)n Ws 1) vm cosnillm3klo d0.m.? 1c11Cned.e in lo le I I:1. 10h1 ndills edge o11l..r 111., Ih.d In.1 111x1 11., 1.1041 /17' ti'l \ (1 fdl J1. vncrul 0.11.411 I : i i� i ' • i[ t •• • • • • ••• • • • • • • • • • • ••• • • • • • • • • • ••• • • • •• • • • • • • • • • • ;C •• • • • •• •• r'Ht ^ o8S:SC1C 1�.L t �• • ••• • • ACCEPTANCE Nn_ : 01 U .1 (r.ou ••• • • • •• • OpilOnt r+ I eT i Pa004191u IAA Nsdp piltn lef M.1 du0uph IJAIC: arovnl H �/ / f d Ir. 71,", ' 'nv 7 , . `. V / ' enune OW Vin, ` • \ y 1n 113v1 It u<On,* 4441411 d / "�[•� 1.1101), Enlvnwva 11401 eet .Ant .o ti 0111 .n ArnA 0 elrt Aril _t + .--•_ � —�._ I'r.uek. 2111oaan, RAC I'roclu,:[ Control C'onin.r 001]trdS 9Q:91 rool7 L o 'I�kl 0 d Polgfoattt Products Tri . AD1fESIVE I'LACE :NIE.N'F D ETA IL 3 DOUULE PATTY Ea`ta cure in, x) In. medium j sits 9addy dua Falcla cour.o o.alr Nall Through plaatIc cement Pa.* lbelr+eon tllp) / 1 M Itrpdor Ills) $plots padriy * IC under !Ile o 3 in, Slnp'o phddy on } 2 In. ui1C t r I�y'menl / Single paddy on lop of tile [Hal inscii plastic cement \ / ._ Sin cr.0 SIndle paddy on op of tllo fair Course •• ••• • • • • • • • • • • • •• ••• •• • • • •• ti • • • • ••• ••• • • • St'88SLSOC 01 tf�LC31 • t ACCEPTANCE. NCE. No. : ,11- 0521.02 Nail inrcugn plaa!ic centers! ..--\ Undenaymrrt \ ISN„:1.� -..` r te? In, x 31n, 4 Ir'_ 2 In . SIncic j p3,1dt nn finder• 11yMenl • • • •• ••• • • • • • • • • • • • • • • • • • •• • • !ingl: paddy on top of Ilia Ease Singla paddj "under iile Single paddy 'N., between the \.. / biro t:loslrt l In. t 7 In. medlure size wily e ovrto only Fascia S ngla paddy under Ilia Single paddy cetweer Ills 7 in. meolum / \\ rho paddy esto edlarlc only Fascia Weoprtaie Eeve cloeere "" Crlp edge 1 5 '''-') • • • • ••• ••• ,/ Y ■.� • • • • • • • • • • • • • • • • • • • •I: Zt1Iort�l, RRC • • • • • • •• • fill 1 ••• • ••• • • • Product Cott rut Lx7minl.r ODOIdg ad LS :91 COOP EO ado tilt. 11;J,0 re ,* e31 01•? 1.U•14 ry Lxru:1P1 I'K4�llll iti, l:�t. roly-fotnt Products ilT� Hall through plastic cement PadCy j9tngih Iso • bnacrlSyment \\ 7 tq E•nt C4Wlt, 131st CH ut��� Neil Ilttouol E ■t Cane 90' d h817E18S.!.St7C 01 ,v DIIESI Y E PLACEMENT DETAIL 2 SINCLE ['Ayr Y H111 I? alalllc cement Updrl(1ymenl \ 1, 1 1 n . may. 21n. \_ Fattta Else Cam ,i Ply )9teral)r 7'•)e) • • 000 • • • • • 410 • • • • • • • • • •• ••• •• • • • •• ••• • 4 • • ••• • • • o • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• r 1 •• `clegi • ••• • • I \t;•CEPTANCIL No. . 01- 0.521.02 >Jddy(9 TVA) Foci.; McPllad Earl cioeure N s-I:Inv NO • • • • . ••• ••• • • • • • • • • • • ��r • • • • • • • • — •• • 0 • • • • • • • • f • I�f:Ink Z11Io ta, RAC • • • • • • • ••• • ••• • • • Product Colttrol Lx.mintr tat la) 1 0CII.])ad:3 ,tip 9S : S T C002 FAD :J. ' 3 E01! d 11 101 '< Polvf9;tnl Products, inc. renewal of this Acceptanct (approval) shall bc considered tiller c renewal application has beer. filed and the Original submitted ocuments, IIlcllidin :c,l•supporung data, ciincer:ny documents, are no older than eight (ii) years. 1 2. Any and all approved products shall be per! :mutely labaler, lath the nonnnlr,elur'ee5 n :ullc, oily, date:, and the followin l•ttcniLii : ' Miami-Dade County 1 CJut■i]i Approval", or as specifically stated in the ;pc illc conditions or this Acceptance. 3 R .nelvall of Acceptance tvil1 not be considered if: a. There has beat a car :>I in the South Florida pudding Code ai'fccting the evaluation of this product and the produ t is not in compliance ,v th the cock chan�;c:. b. The prodiet is uo lontir;r the 31n1r: product (identical) as the one Originally approved. c. If the Acceptance h has nor complied \ vith all the requirments of this acceptance, including the correct i'stallatian of :hc product. U. The engineer who originally prepared, signed and sealed the required documentation initially r submitted, is no lorrbcq practicing the engineering prol'essiort 4. Any rcvis or change .n 4 ma:t:rials, usc, and/or nl.inuiaclurc of the product or process shall automatically bit cause for I;t:rmination of this Acceptance, unless prior written approval has been r quested (through the filin` of a revision application r-ilh approprinl,: fee) and grajlteci by this oeite. 5. Any of the following shall also bc grounds for removal of this Acecplanee. a. Urlsatisflctury perfornjance of this product or process. b Misuse of this , \ccept ncc as an endorsement of any product. for sal aJvenising or any other purposes S0 "d ti The Notice of Acceptance nit ttber preceded by the \weds N.I to •Dade County, Florida, and foCotvcd b \' the e I) :rallon sate ma)• e displayed ill Odvertising literature, IC and' portion of the Notice of Acceptance is displayed, thenli1 shall be done in its entirety. 7 A copy of this Acceptance as well as approved draxvirlgs and other documents, where it applies, shall be provided to the user by th manufacturer or ,ts distributors ano shall bc available for inspection at the job sit at all dale, The engineer nerd not resCah lite copies, railttr'C t0 comply Wilk ally S Acceptance, 9. This Notice of Acceptance consists of pages 1 through R. • 172bs8S1_SOS 01 .i.CC tr49SOC• • ••• • ction of tais Acceptance shall bc_ cause for termination and removal of END OF THIS ACCErTANCII; • • . • • • • • • • • • A CC EPTA.NCE 'No.: 01- 0521,02 • • • • • • • • • • 0 •• •• • • • •• �_- 1 • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • •• • • • • i• iL''1'il:.Zuto;.ga, ItILC ••• • • • Product Control Exantincr ••• • :do • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• • 1 ODOHdfl Jd 1.S :0t C002 20 Jdti M IM I® DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 the BCCO and accepted by the Building Code and Product Review 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 Miami -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent la el 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 s :te at t he r c t Official. . . . . • This NOA renews NOA #02- 0408.09 and consist%o fWges7 through 21. • • The submitted documentation was reviewed by Frank Zuloaga, RRC • ••• .•:- •••• •••• • • • • • • • • • • • • • • • • • • • • • NOA No: 03 0501:05 • • • • • •. •. • • • • • A • • Expiration Date: 11/04/08 Approval Date:10/23 /,03 Page 1 of 21 • • • • .• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • .. •• ... • • • ••• • • ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix T"' Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixT"' System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix'M Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTM 6 Product Roofing BUR Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 1, 5 gallons Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 • • • • • • • 04,0 • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • 00 • • • • • • • Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to; wet and dry surfaces. 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. „ ( ): 1 ' t s 3 � P gn g 39.37 (1 meter • AS D 0 s h t m re ated and coated, fiber lass wide • •; ; ; ; I}a$Vy'heet. 39.37" (1 meter) • 'ASTM D 78'Type Vtasphalt impregnated glass felt with wide asphalt coating. • ••• • ••. •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • NOA No: 03. 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2 of 21 Deck Type 1: Deck Description: Wood, Non - insulated 19 / 32' or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field the sheet. (Maximum Design Pressure — 60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. Cap Sheet: (Optional) One glysofeefinCit,439 yiDer.allASurfaced Cap Sheet adhered in a. full mopping of 41prove4 a$paali app :igjl *pin the EVT range and at a rate of 20- 401bs./sq. '.: • : : ••' • • • •• ••:• • • • • • • • • • • • • • • • • • • • • . • • • • .. .. ••• • ..• • • • • • • • . • • ... • • • . • • • • • • • ... • • • .. .. • • • .. .. • • • • ... • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 18 of,21 Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 3001bs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above .. ..• • • • • • •• • • • • • • • • • • •. ••• •• • • • • • • . • . • .. •. • • • • • ••• • • • • • • • • • • • •• • • • • • • .•• • •• . .•• • • • • • • • • •. • • • NOA No: 03-0501.05 • • •• •• • • • Expiration Date: 11/04/08 Approval Date:10/23 /03 • • • • • • Page 19 of 21 • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ► /s" Dens Deck or %Z Type X gypsum board is acceptable to be installed directly over the wood deck. 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 cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as 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 based on a 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. (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•withintMs NOA, General Limitation #7 will not be applicable.) • • • • • • • • • • • 10. All products listed herein shall hav a qu i ty s c Q a jidit, lb accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTAM . • ... . • •••• •••• • • .. • • . • . • . . . • ... . .. .. • .. ••• • ... •. • • • • • • • • .•. • • • • • • • • • • • •.. • • • • • • • • • • • • • •• • • • •. • •• • • • • ••• • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 21 of 21 Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA - Roofing Systems Page 1 of 55 Underwriters Laboratories Inc. Page Bottom TGFU.R13O6 Roofing Systems Questions? Roofing Systems "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens - Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. •• ••o • • • • • •• Unless otherwise indicated, the roof insulation js tit chalt :ally :fastened, adhered with hot mopping asphalt or urethane insulation adhesive. PL1yshiranar4arepce jriany of the following Classficatons include "ENERGuard EPS Insulation". References to glass fiber insulation inoruda ^ ne • • rgyGpa=d Filierglss Insulation". • • • • • • . . • • .. •• ASPHALT FELT SYATIMS WITH HOT ROOFING ASPHALT .. . ... . .. • • • • • ... • .... .... • �Previou�,Pag "e' R1306 hftp://databaseftl.com/cgi-binIXYV/template/LTSFXT/1FR AME/showpagehtml?name=TG... 10/22/04 - Roofing Systems Page 2 of 55 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" _) in the Class A, B or C roof systems indicated below. The roof deck may first be covere 1 with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. 1:i, When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". .. •.• • • • .. •• GAFGLAS #80 Premium Base Sheet tn�y b�;u iQ X aft following systems. • • • . . . . . • .• ... •. • . ... "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". • • • • ••• ••• . . . . • • .• "GAFTEMP Permalite Recover Boatd: 114 be'used ii'd lieubf a ii� perlite insulation in any of the . • following NC Classifications. ••• • ••• • • • • • •;• ;C: :Ti » rj • . • •• ••• • • • • • ••• • • httn• Mlatahase.ul.com /cci- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 .<oofing Systems Page 3 of 55 Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck: C -15/32 Incline: 3 Class A Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip'Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 :trAvii,4 $4s4heet" (may be naileu Ply Sheet: — One or more layers Tye (3t "3 APcI AS:P11.4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "UA Mineral Aurfaced Cap Sheet ". 6. Deck: NC ...... • • . t �, . g ... . .•••• • • • • ... • • • •• •• -Base Sheet: — One layer Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Typg i1 "0 F.GI.QS.PIy A" or "GAFGLAS Ply 6 ". • • • • • • • .•• • • • ••• • • http: / /database.ul.com /cgi- bin /XYV/ template /LTSEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 • • i, Inspector Comments Passed Failed Correction Needed Re- Inspection Fee • ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Number: INSP - 23310 Permit Number: BP2005 -1539 Inspection Date: 07/28/2006 Inspector: Grande, Claudio Owner: MENDEL, AGNES Job Address: 1165 100 ST Project: <NONE> Thursday, July 27, 2006 Miami Shores Village, FL Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 28 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050190340 Lot: Phone: 305 - 757 -2612 Page 2 of 2 PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY l (OWNER TO RETAIN COPY) Date 7/ � Address //j S A F ` B p sr - Legal Legal Description D T -) 2 -- ,' / 7 7 Ay-A.eet P'L,4 -T Master Permit # (/a OF tit/9/11 5 rfmR as SEGT g P--B -. (.7 / Lessee / Tenant HE . ., t/ENDE L Owner's Address `/45 /V'4 / 0 0 ST ,,K}/'2t 510 MFC pL .. Phone 1- 7-67 " 6$R5 Contracting Co.(r4JR t1T4t ROOD /.t OF 5-FL Address 7 4/ N W- 7/ $7 Aimp11 FL_ 33/5D Qualifier Cie) SRPW 47_ t1,9R7t ,clq SS# / Phone 757- '259 Statell - 201&5,., Competency /1 b Coo / 86914 Ins: Co.Ft GttO Architect /Engineer Bonding Company Mortgagor Date: nature. oL Property 41//4 - �� - -17- 92 /� �L.�,.h / 4„„ 6 ,, , Owner .or Condo Pres. PERMIT FEE: APPROVED: Fire i Q . m 0 Zoning puilding Mechanical Plumbing Address Address Address Tax Folio / 3Z O9f0 Permit Type (circle one): BUILDING ELECTRICAL PLUMING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION f;R Re'o p FL,: r D, -E B Ki- Y.- 9c1 /LT VP if Sprnz i T L G-R/9 vL'C. 5 URF/gcE N f `.9T^ ODt #l!O 81Tvi't6rc an/ Tie 'tyro T/1_4 ROOF Square Ft._J 0 O Estimated Cos 2,',/ vj WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. 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. Furtherinora, I authorize the above -named contractor to do the work stated. /� ( e/I l eg0 / JOSE /f /9 1-7/9AT/'l 1 ,_ <- % /.,,AR nature of Contractor or,.O er- Suilder te: 7 - /7 - 92 Notary as to Owner and /or Condo President Notar as to Contractor norOOwnEr_, uii] M Commission Ex ires : „ARY PURLIC, STATE OF FLORIDA. ; My Commission Expire ; i, : c MISSION �7CPg�Y) S: Oct. 15, 1995. y p O COr TH M t i r SSYO Y EXPIRES: Oct. 1 1995. * OtiDED TH7i NOTARY P 1E IC UNDEF R.T 1 RR. 7� b_ 1•1RIVEICTARY PUBIC UNDERVier fERS. Other Electrical Engineering STATE OF FLORIDA, 1 . COUNTY OF DADE. j ss. Disapproved . . Late (Signed) Chairman Member Member .. ... _. Council Approved Date NOTE: A charge of $1.00 will be made for the Pl.annir,.. Board. A re•in.pcction fee of $1.00 will be charged materials anti /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the appro\•al of the detailed statement tit toe plans and specifications herewith submitted for the build ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications roust be kept at building during progress of the work. �y .kS / � GeN. p/ Owner's Name and Address .....!! ' f ! VD L ,.......... ._ No._. �i1 _.._. Street —PE / 00 .._ 57-; R egistered Architect and /or Engineer rt.•••t,t!tt,ttsTr : r,.,•t• fit.n,artaett Name and address of licensed contractor CAr�drN �C �dF / —� Co IAIG . 7 New Building Remodeling Addition To be constructed of Estimated Total cost of improvements $ Kind of foundation b•c Budding Inspector PLANNING BOARD (Signed Location and legal description of lot to be built on: Lot Block S ubdivision C ...___..._—. Street and Number wheys work is to be done. g ........ I�.__... N � � 2dBF J � C- /?Adf.L /j00FS �JN�Y _ /.J p State work to be done and u p se of building (by floors)...... � ....._ . • Roof Covering ,2o.GO _.._._... Notary Public, State of Florida My Commiuion Expires....... ... ._._ .. _ and for no other purpose. Repairs No. of Stories Airit- Amount of Permit S. Zone cubage required plan Cubage Distance -to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications said building: All notices with reference to the building and its construction may be sent to. . The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligat,ions as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida, Prnnanent Supplement, and has complied s ith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of-the work such ublic notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors. on work to be perfq under this pcnnit, as are licensed by Miami Shores Village. Remarks —.-- Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well !mown, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. . Permit No A 3 Date ./4 .._._ Read, Sworn to and Subscribed before me. Member Member Member — Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by Improper notice for inspection at faulty BUILDING ELECTRICAL 1 I PERMIT N° 12861 PLUMBING ROOFING Owner of Building fl p".. Work to be performed under this Permit Architect Contractor or Builder 4-° `'" ^� -° ` .,«,. 0 Legal Lot � ° II BI. Description CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Subdi- vision BY DATE ' Contractor's License No Address of .- y Value of , . Amt. of .. ,- Building .i i !{ ) / i4 .j v 1 + Project $ ' Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or draw' gs,or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. '" ., *. .• - ...,.,_,.. Signed • • y�. -- BY INSPECTOR In consideration of the issuance to me of this permit I agree to the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements ,.or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY