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BP-05-1402Issue Date: 2/1/2006 Expires: 12/13/2007 Owner's Name: HARBOUR CLUB VILLAS Permit Type: Roof Work Classification: Roof - New Job Address: 1530 105 Street NE Contractor(s) Phone Primary Contractor OBENOUR ROOFING SHEET META 305 - 757 - 2612 Yes Comments: RE - ROOF Miami Shores Village, FL 33138 INSTALL GAF MODIFIED BITUMEN UP ROOF SYSTEM Additional Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type of Work: Re -Roof Additional Info: BLDG A 1610 -1634 NE 105 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $41.40 Education Surcharge $13.80 Permit Fee - New Roof $500.00 Revision Fee $35.00 Scanning Fee $9.00 Technology Fee $12.50 Total: $611.70 Building Department File Copy Applicant Signature Permit Status: APPROVED Permit Number: BP2005 -1402 Phone: Parcel #: PARC2003 -22 Block: Lot: Section: PB: Total Square Feet 10270 Total Valuation: $ 68,218.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Invoice Number RF - 12 - 05 - 23039 Total: C _ 1 c=1 ‘... - 7 Amt Due Amt Paid $611.70 I ) — (C) NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 02/23/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, February 22, 2006 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 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 2 of 2 Passed , Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/23/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, February 22, 2006 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 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 2 of 2 1610 -1634 NE 105 ST i Passed Inspector Comments r ,6 Dv` r" e.g>24422 to/ 5 , f i i - e.., ,;- A • r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 0 Inspection Date: 02/22/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Tuesday, February 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 1 of 2 Inspection Date: 02/15/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Tuesday, February 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 2 of 2 Infractlo Passed Comments TIN CAP SPACEING False Passed , 5r Inspector Comments 4,(-. / /,� J f 97 6.''` ' /- C .mss o J _You-cam -ag-c-c() _..e.4.4.c0 eei t Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/15/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Tuesday, February 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 2 of 2 1610 -1634 Passed Inspector Comments V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/21/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Friday, February 17, 2006 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 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 1 of 2 BP2005 -1402 Project: <NONE> Owner: HARBOUR CLUB VILLAS Phone: Job Address: 1530 105 Street NE Parcel: PARC2003 -22 Miami Shores Village, FL 33138- Block: Lot: Scheduled Insp # 01/01/2999 INSP -2646 01/01/2999 INSP -2647 01/01/2999 INSP -2648 02/13/2006 INSP -9558 Tin Cap 02/21/2006 I NS P -10147 1610 -1634 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Type Tile In Progress Up Lift Report Final Roof 02/08/2006 INSP -2644 Tin Cap In progress 2 ply glass mop in Esat end of roof 02/09/2006 INSP -9278 Tin Cap FROM 1610 TO 1634 NE 105TH STREET 02/10/2006 INSP -9453 Tin Cap 02/14/2006 INSP -9742 Tin Cap 02/15/2006 INSP -9823 Tin Cap 02/16/2006 INSP -2645 Hot Mop 1610 - 1634 NE 105TH STREET IN PROGRESS MOPPIN 2 PLY NOW CORNER BLDG Insaection Status None None None APPROVED CANCELLED APPROVED TEAR OFF OLD ROOF IN PROGRESS SE CORNER OF ROOF APPROVED APPROVED APPROVED APPROVED Hot Mop Pending Inspection Inspector Roof Date Completed Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Claudio Grande 2/8 /2006 Claudio Grande 2/9 /2006 Claudio Grande 2/10 /2006 Claudio Grande 2/13 /2006 IN PROGRESS TIN CAP, ISO BOARD AND 2 PLY GLASS MOPPING ON SOUTH END OF ROOF CENTER AREA Claudio Grande 2/14 /2006 Claudio Grande 2/15 /2006 Claudio Grande 2/16 /2006 Claudio Grande Not Complete Friday, February 17, 2006 Page 1 of 2 1610 -1634 NE 105TH STREET Passed Inspector Comments 6l) ' `' a___/, 7 - 4(- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until l f Inspection Date: 02/16/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, February 15, 2006 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 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 2 of 2 Wow spectio n'Numk Inspection Date: 02/14/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Monday, February 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon.- . (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING True ' t' �/ Passed 1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. I I until Wow spectio n'Numk Inspection Date: 02/14/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Monday, February 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon.- . (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 1 of 2 1 11 Inspection Date: 02/13/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Friday, February 10, 2006 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 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING True Passed Inspector Comments .� /mow 61 /0 / ae -eell Z hj*5 61-__ - )151-641-t- ,c,4-0 0- 1 K C'89- l V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 1 11 Inspection Date: 02/13/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Friday, February 10, 2006 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 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 2 of 2 NS Inspection Date: 02/10/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Thursday, February 9, 2006 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 Nu ber B P20 5 -140 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING False Passed l I) ® Inspector Comments I - �� ..„7 (______/- / r d......e, 1,/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until NS Inspection Date: 02/10/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Thursday, February 9, 2006 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 Nu ber B P20 5 -140 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -22 Phone: 305 - 757 -2612 Page 2 of 2 FROM 1610 TO 1634 NE 105TH STREET Infractio Passed Comments TIN CAP SPACEING True Passed Inspector Comments Wo e / S /� q k) U2106 30/ ./a / .,a 4 7 U4° Failed L Correction Needed Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/09/2006 Inspector: Grande, Claudio Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, February 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon : (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number PARC2003 -22 Lot: Phone: 305 - 757 -2612 Page 1 of 2 ............................ . n Nurn Inspection Date: 02/08/2006 Inspector: Grande, Claudio Project: <NONE> Tuesday, February 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phort) _ (305)795 -2204 Fax: (305)756 -8972 Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number PARC2003 -22 Lot: Phone: 305 - 757 -2612 Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING False qi 0(0 Passed / Inspector Comments yo2 - 2- / 45 s� . D 2 ---- v 2 1:4,3 a,,�,� i/ Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until ............................ . n Nurn Inspection Date: 02/08/2006 Inspector: Grande, Claudio Project: <NONE> Tuesday, February 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phort) _ (305)795 -2204 Fax: (305)756 -8972 Owner: CLUB VILLAS, HARBOUR Job Address: 1530 105 Street NE Miami Shores Village, FL 33138- Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number PARC2003 -22 Lot: Phone: 305 - 757 -2612 Page 1 of 2 pialtak,if club( Vr loo s tad Dr u r -lor5 ; Jo Address where the work is being lin 11 • 1 Loll ' 1(54 VE (DS s City Miami Shores Villa a ounty Miami -Dade Zip Is Building Historically Designated YES NO Y BUILDING SEP 2 6 '2005 I „ Permit No. e S" k 4 02 PERMIT APPLICATION - ter Permit No. FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address L 1630 Cit M i(,1.IAi S 1 ore. State �y Tenant/Lessee Name J. aptx(E 5-1 : �- r 1�1C Phone # - 75 - 11 c Z. Contractor's Company Name (*Kw PC0F1 Phone # q30 1?E IYl taM .L Shcrm State FL. Zip 3313 a Contractor's Address City Qualifier State Certificate or Registration No. OIL13010 Submittal Fee $ Permit Fee $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department fatoo 10050 Tel (30 5) y o :r! T: A 6 t 9 233138 Electrical Plumbing arb r C1u7h villas 105 , Free -- FL zip 33 t3 Notary $ Training/Education Fee $ 13 . cQ Scanning $ 0 • UU Radon $ Code Enforcement $ Structural Plan Review. $ Zoning -101 Mechanical Phone # Certificate of Competency No. CZ CO 6454 • Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit kg l0 / rI 1 g .0° Square Footage Of Work: ra10 Type of Work: Addition ['Alteration ❑New ` [ ' Repair/Re lace ❑ Demolition Describe Work: 1 ' U —' b w t 1 i-t 6.04'F ar) .0 t h Tl ****************************F CCF $ 41. 14 coicc `2 Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certif ed 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 n t b ; approved and a reinspection fee will be charged LSD wner_or.Agent The foregoing instrument was acknowledged before me this /) day of NOTARY PUBLIC: Sign: - -_A'/ -� who is personally known to me or who has produced As identification and who did take an oath. Chc 05/13/03 Signature f) �/40 /l1/ .Gt�d2l�— Contractor The forgoing instrument was acknowledged before me this /0 20 QS, by . ( , day of 20 CLC by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: p �_ Sign: f�e'/,ua J ejk Print: 1 �0'T'ARY -PECK STATE Or 1ZO�Ii A Print: NOTARY PUBLIC-STATE OF fl01UI:� My Commission Expires: °` "' L' - � !1A , 1 M Commission Expire � Y � .;.. Y co5 �ns - DD�sO c� TOM. flsslc\ = DD103�0 I. s APRIL 02, 2 009 * * * * * * * * * * * * * * * * * * * * * ** *Fho&&& fi� * Erb* tt t9******* * * * * * * * * * * * * * * * * * * * * * * * * * **B* A711- LD0D `�d','`ph� * Bonded Thin Ad4ntic Bonding Co., Inc. *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ******* * ** ** *** * * * * * * * * * * * * * * * ** * * * * ** * * ** ** ** APPLICATION APPROVED BY: ` 7 o5 ` Plans Examiner Engineer Zoning • 4 t laxg)d vuLocrTV =2.Rialata f4Obtx2 - ItUoDTPAID 0wW4m.E4 noTxra:C11.7104. niu a4orIlw CCW5IDOZA4TIOA 4.1: partap_nm to ah.la 4 4ot.4.0n, it ia the ramponaibilit..2e ok t.h‹, rooti: :;:ontr4c:cor to prQvIda r.h owner $4.ch cha it-qmj,ra4 rootine petrmia, - 4nd to 4Nplain co cl ownar ch4 ooncont. of ahim 12-01-4. Th.a pzoviaio.na ot C. tim• .:..a2: 15 QC' 1:1-1.4 PIor.id41. ,I4J:24'iing Coda, 4 u4:IcLi.ng co.t4rn c.he minimum tiaquiramantm and mt4hdgida f.Df cha inaliatty Eor roofin9 t,y4cm intallaciona. Adoitionall, followin;3 itome ehoula he addreal3ed z pa.xt 0'4 hh* agt4amar:c oacw44h ch4 c..wilar and cha honrAocor. Th4 own4r,4 :L:tAiciaa in c) dael;jnated apa0 indicazegi that the icam hae bean axp14111e.,a. a.. .4.oattiotiow-workma.nahipi Th.ct worleman4hip ocovi::41oha of C 1 , cer L5 (H.4).-.3h Volocilzly 'Hurricane Zone) ara for the purpolle of psovidin. that tho rooing 4yatem M.441 the wind reAiztano"a axId water Int.ruAon psreorm.aa:.00 atandarmo. Aoathetiow (app.saaranCa) are not a oonai44ration ,..oth ramp4cc cO workmanah43 prcviaions. Aeatnec)c ieeuae 151.!ch aa color or arch4.cactural 4ppoaranca, that aro OQC par: o the owl-Ir arwi che crgalractor. zo co snould be addrearad al ptirt Of t.-41 ag"--a4MelW bel;ii,Ci;15 ._. ,-.I. 1.1.4414ilii w(49d Dacka; Whitn mplacin r Ole o.A WOOd to0t d4" cil4y hav co 1:16 oc 3.-:ilai4a :i41 aLoco.rditi:a04 With c..n uurrent Prm of c 4E.s,q_,16 (Hi9h velocity Rirrrinan zone4) of tt (T4 tiWal;Im). root ti4ck igi Uv1.1411); Conedal(td Prior t-o 1:L:1-moving r.11 eXiStda9 rocie 3. COQW4= Itoofa; Common ratOia are to which have no vi5i.b1C delihatIton between neighboring- utsits (i.e., townhouses, condominiums, In buildings with COMMQL If the roofing contractor and/or owner should notify the ocCupante of acjacent units of rOOtillg work ro be performed, 4, Axpaawd ooilitla,114 Rxpow44, open beam ceilin5s tare where the ( undreido of the...Foof decklaQ oan he viewed from below. The ownac may w co weintaiu t..h arohireocural appearance; obevafore. roofin MAU • penatratione of CIL* undereide of tho ciaokin9 may not be acceptable. The provildae the option of maintainins.thla appearane. '$. po4c4114.51. Wator; Thel.- OUrrent roof ByAt.tml endfor deck o che buildin9 may not drain well and may oaua4 wter cAD pond (accumulate) itt low lying areas of the roof ding c . P oh an be an indication o.t atructural d4$trQ sad may require c he rt...Pviw or a profet1Dional 4trucLurl tngiater. Pcmdlng may wlortaa tile lit expct:ancy ,ind perfomanoa rat new roof in eyettm. Ponding conditions may not be evidarIC watt: corrected. tle orl4inal rot:IflAQ aylatem ia removed. Ponding condit,onz gnould be 6, oy*4-114pw gc4Ipparo (fl outlato)r IC ik required thao rainwater flow off so c.h4r. t..ta :rQQe 1.4 aot overloaded /rpm a buildup of water. Perimeter/edge walls or other roof extensions may block this discharg,4e it overtlow ecUpp*re (wall outlets) are not proided, lc may be requirements of; naceeeary to install overtlow scuppers in accordance wit,h.the 7 . V440.1atioar MOVt. roof structures should have oom 4 OiliCy CO vanz natural airflow throuW1 th.* interior of tho structUral azelembly f011 bUildina itself). Tilt %*:ilit:11-10 amount. of attio vantila4on &ball nol; be ra.uoad It may bonoficial to cona1■-r additional ventib9 whIQh 1 414.1 LFA0441Maillik .7 tendl.pg the servioe:life'r. the root, ) , nt.-1-4Q1-1-4 Signcura 4 Florida Building Code Edition 2002 H h Velocity Hurricane Zone Uniform Permit application Form INSTRUCTION PAGE COMPLETE-THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM. AND ATTACH THE REQUIRED DOCUMENTS AS NOTED ,BELOW: Low Slope Application Prescriptive BUR -RAS 150 A,B,C A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E A,B,D As Applicable 4,5,6,7 1,2 , 3 ,4,5,6,7 A,B,D 1 ,2,4,5 6,7 Asphaltic Shingles Metal Roofs Wood Shingles and Shakes Other 1,2,3,4,5,6,7 Roof System Required Sections of the Permit As • •Iication Form A,B,C Attachments Required. See List Below 1 ,2,3,4,5,6,7 1.2.3.4.5,6,7 ATTACHMENTS REQUIRED: Fire Directory Listing Page From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 Other Com • onent Notice of Acce • tances Munici •al Permit A• • lication Owners Notification for Roofin• Considerations Re- Roofin• Onl ) An Required Roof Testin. /Calculation Documentation 123_01 -48 5/03 PAGE 2 • 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Master Permit No. Contractor's Name Job Address Section A (General Information) 1(0 10 - 1 634 PAC ,_ ROOF CATEGORY ROOF SYSTEM INFORMATION Process kilo. EV Low Slopes 0 Mechanically Fastened Tile 0 Mortar /Adhesive Set Tile ❑ Asphaitic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks / Yes Cl No l7 ROOF TYPE Type: Natural Cl LPGX ❑ ❑ New Roof LI Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) _Steep SIo Roof Area (SF) Total (SF) 10 a rt0 Loan 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 z • es and locatlo •�f parapets. 1119PHIMINIOPPROOZIPPROTOPEPP .!�■ ■ ■ ■! 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E r .E C E n E :� E ■ - E EE I __ �� ClC� m - a ■a1 E ■ E EECC . ■CEC ■ ■�■CCC Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Deck: Type: I/ -0C_ Gauge/Thickness: Top Insulation Layer. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and identify Manufacturer (If a component Is not used, Identify as "NA') System Manufacture :. NOANo.: ° 3 000 , o Y Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblockirtg, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Slope: --C104-I- Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor /Base Sheet & No. of Ply(s): N A— indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchor /Base Shea I Fastener /Bonding Material: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Insulation Base Layer. th Comply with RAS 111 and Cha ter 1 6. fyySl � + r h f ip✓84Lm /4 SrelP /Ne. Base Insulation Size and Thickness: - TX-1 21c of c Ahvi #e ANwOre 3" /4 o / G —26 p4 f 4/e . £sr�C 4 c/4V /Aft/4a 7 //K weiseeo// sr&,', c RV 4) A .. 24 , 4 , 4/ j yF.•ar/ ...44, iN0,4Jk Base insulat i astener /Bonding Material: Top Insulation Size and Thickness: l) Top Insulation Fait ner /Banding Mate -I r Base Sheet(s) & No. of Ply(s):tA L ?-r Vase l2 S A rit' n g r - - PIy Sheet(s).& No. of Ply(s)‘ 4/12t,1 Ply Sheet FastC e/Bondig9 Mat�riaL Top Ply flu Fie-- Top Ply Fasrer/ Bo Arterial: Surfacing: le -0 Li 1 iG �re Reihrroot. t/.-4 /e ,/ d /Stroll ao FR Mop _ f/rx Pere we, FAt9Evr . r FT. 2 -6 Parapet Height F /B0B FT. Mean Roof Height 12301 -48 5/03 PAGE 3 Fastener Spacing for Anchor /Base Sheet Attac ment Field: 'oc@ Lap, #Rows 1 9.0c Q C/ Perimeter. ' oc c Lap, # Rows Q12 oc Comer. U> " oc @ Lap, # Rows 4 @ (Q ' oc 5 / 5I Number of Fasteners Per Insulation Board �A. ie caw F DRAIN pk RER apRifoLa L p mudija.„..QQ, , Li E 2().0 _Lima FBRC 0 ES F SECONDARY 1209F DRN • 100-YEAR, 1-HOUR PRECIPITATION 4.5 INOHES PER HOUR RopEA___Ia HORZONTAL PROJECTED ROOF AREA (0, 2..7O DESIGN BASED ON (t4) ROOF DRAINS. • 1 0 2-76 DIVIDE BY (q. )DRAINS ---- 216,6 S.F. HORIZONTAL PROJECTED ROOF AREA PER DRAIN acc. jazyjgl.as:jZEQEaEE:o,CawaE 5 • INCH LEADER ALLOWS612- S.F.. HORIZONTAL PROJECTED ROOF AREA.. PE' F RC SECTION 16 6 : 3 •IZING OF SECONDARY NS: REQUIRED AREA OF OVERFLOW , SOUPPERS ( too.) sq.". • Provided (4j ) 5 ik 5" . - ij • 44 i434 ii 105 sr Msmi S-10e _ROOF DRAINAGE DATA aze- NAP 02 2005 09:41 FR BRADCO SUPPLY 1 BUILMO CODE COMPLIANCE OFFICE (11CCO) PRODUCT CONTROL DEMON NOTICE OF ACCEPTANCE (NOA) GAF Materiel Corporation 1361 Alps Road Wayae, NJ 07470 305 836 2152 TO 3057588484 P.01.01 MIAMI-DADE COUNTY. FLORIDA METRO -DADS FLAOI.ER BUILDLNQ 140 WEST flAGLER STREET, SIJm 1603 1VIIAMt, BLORD)A 33130 -1563 (305) 375 -2901 FAX (305) 373 -2908 SnonE: This NOA is being issued under the applicable rules and regulation governing the. use of construction materials. The dociateattation 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 (ART), 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 AH1 (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 expanse of such testing and the AHI 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 - XDade County Product Control Division that this product or material fails to meet the requirements of the applicable building coda. 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 Ruberoid(+ Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or Togo, 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 produce 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. Pailurr, to comply with any section of this NOA shall be cause for termination and renewal of NOA- ADVERTYS r The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration data may be displayed in advertising literature. If any potion of the NOA is displayed, then it shall be done in its entirety. INSFECfTON: A i:opy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.10 and consists of pages I through 31. The submitted documentation was reviewed by Frank Zuloaga, I RC. NOA No: 034501.02 Expiration Date; 11/06/08 Approval Dete:10/23/03 Page 1 et 32 ** TOTAL PAGE . 01 ** ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: SBS /APP, Modified Bitumen Deck Type: Wood Maximum Design Pressure -75 psf Fire Classification: See General T imitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions GAF Asphalt Concrete 5, 55 gallons Primer (Matrix 307 Primer) GAF Mineral Shield® 601b. Bags Granules 1001b. bags GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Rlimina Perforated 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Product Specification Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 es for surfacing of exposed asphalt, • •1d process cement or emulsion. Mineral Granules s I • used for flashing applications only ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass max base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 2 of 32 Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19 / 3 2' or greater plywood or wood plank System Type D (1): Insulation and Base sheet simultaneously attached All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/11 ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, ENRGY 2 Plus, GAFTID P Isotherm RA, . GAFTEMP Isotherm RN, BMCA EnergyGuard, EnergyGuard RA, EnergyGuard RA Composite BMCA EnergyGuard Composite, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N loosely laid with firmly butted joints. Minimum thickness, 1.3 ". GAFTEMP High Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1 ". Base Sheet: Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® STRATAVENT® Eliminator Perforated or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened to deck as described below; Fastening Options: GAY ITth #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 3 rows 12" o.c. 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) GAFTITE #12 or #14 Screws and 3" Plates in 4 rows 12" o.c. 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 —60 psf, See General limitation #7) GAFTITE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 ps f, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet, GAFGLAS #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- 401bs./sq. Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Or, NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 22 of 32 Surfacing: Maximum Design Pressure: See Fastening above One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 PR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal./sq.. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 23 of 32 WOOD DECK SYSTEM LEVIITATIONS: 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 1 /a" Dens Deck or 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 lbsJsq., 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 comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 { -TGFU.R1306 - Roofing Systems Underwriters Laboratories Inc., Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Roofing Systems TGFU.R1306 Roofing Systems Questions? "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 -Decko may be used in any existing noncombustible deck Classification. When this is done, the resulting roofmg 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. References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Page 1 of 55 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. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". R1306 http: // database. ul. com /egi- bin/XYV /template/LISEXT /l FRAME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - 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 01 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 covered 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. 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 Roofmg Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C http: // database. ul. com/ cgi- bin/XYV /template/I.ISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 7 of 55 1. Deck: C -15/32 Class C Incline: Unlimited Insulation (Optional): — One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal/sq or "Weather Coat Emulsion" at 3 gal/sq. 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 G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal/sq. 3. Deck: C -15/32 Incline: Unlimited 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 ". Surfacing: — "Weather Coat Emulsion" at 3 gal /sq. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing: — " Weathercote Low VOC" or "Weathercote" - 2 gal/sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR AME/shovvpage.html?name=TG... 10/22/04 TGFU.R1306 - Roofimg Systems Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 lbs /sq and spaced not more than 1/8 in. 3. Deck: NC Incline: 3 Insulation (Optional): — Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Base Sheet (Optional): — Type 15 asphalt organic felt or Type G2. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel. 4. Deck: C - 15/32 Incline: 1/4 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline: 2 Page 9 of 55 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1-1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: — a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. Membrane: — " EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. Surfacing: — River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or concrete roof pavers. 7. Deck: C -15/32 Slip Sheet: — Membrane: Surfacing: — 8. Deck: C - 15/32 Base Sheet: fastened. Membrane: Surfacing: — Incline: 1/2 One or more layers Atlas Roofing "FR50 ", mechanically fastened. — " EverGuard TPO Plus" , 45 mil. River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Incline: 1/2 — Two or more layers Type G2, "GAFGLAS Basesheet #75 ", mechanically — " EverGuard TPO Plus ", 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Class A - Fully Adhered http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 11 of 55 • Base Sheet (Optional): — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite. Base Sheet: — Two or more layers Type G2 or G3. Ply Sheet (Optional): — One or more layers Type G 1. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. S. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, 1 -1/2 in. min. Base Sheet (Optional): — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: — One or more layers Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal/sq or "GAF Weather Coat Emulsion" at 3 gal/sq. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deleted. 14. Deleted. 15. Deck: C -15/32 Incline: 1/2 http : / /database.ul.com /cgi- bin/XYV /template /I,ISEXT /l FRAME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One pr more layers Type 01, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite, offset 6 in. from joints. Base Sheet: — One or more layers Type G -2 or G -3 bade sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place. Membrane: — One layer "Ruberoid Tog Smooth" or "Ruberoid Mop Smooth ". Membrane: — One layer "Ruberoid Mop 170 FR ". 17. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type 01, hot mopped in place. Membrane: — One layer "Ruberoid Mop:170 FR" 18. Deck: NC Incline: 1/2 Page 12 of 55 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet (Optional): — One or more layers Type G - or G - base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". Membrane: — One layer "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, isocyanurate, urethane or perlite /isocyanurate composite, any thickness. `" Base Sheet: — One or more plies Type 01 or G2, hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. Membrane: — One layer "Ruberoid Mop 170 FR ", hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deleted. 21. Deck: C -15/32 Incline: 1/2 http :// database. ul. com /egi- bin/XYV /template/LISEXT,11 FRAME /showpage.html ?name =TG... 10/22/04 . Florida Department of Environmental Protection Division of Air Resource Management NOTICE IiF ASBESTOS OS RENOVATION OR TYPE OF NOTICE (CHECK ONE ONLY): L ORIGINAL ❑ REVISED / ❑ CANCELLATION TYPE OF PROJECT (CHECK ONE ONLY):❑ DEMOLITION • • ❑ RENOVATION [g �R�OFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES LM" NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES IS IT A PLANNED RENOVATION OPERATION? ❑ YES I. II. IV. V. i- k FLORIDA Facility Name Address City Site Building Size Prior Use: Present Use Facility Owner Address City IX. Amount of RACM or ACM Contractor's Name Address q 30 ! or" (p`M City / /Z'4ri, P VZ Florida Licence No. Scheduled Dates: Asbestos Removal (mm/dd/yy) Start: Procedures to be Used (Check All That VI. Procedures for Unexpected RACM: ply): square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring 66-) square feet asphalt roofing USE ONLY Postmark/Date Received Finish: VII. Asbestos Waste Trann porter: Name Address 4301 q L) itol -' 02.1, S ll,f City 1)144441.i. . .1 , aria State _ Vtll. - Waste Disposal Site: Name !/ Address Q0' �- - (,LW City r iyytti State r `- � Alru, C j/MJ4� !lam 34 L) T sr r State rL Zip /3 e Consultant Inspecting Site 1 0 ^11D (Square Feet) Qf rs I Age in Years 104" School/College/University i•e - Small Business Other School/ oll e/Universi R- f• • e Small Business Other i )-64..111 �7 I �j Phone ( 1 15ApPE 1050 zip 3 3138 . State A Zip 3 Is the contractor exempt from Iicensure under section 469.004(7), F.S.? ( E YES ❑ NO Demo/Renovation (mm/dd/yy) Start: Zip Zip A1H— FACILITIES SECTION This is to certify that the required H.7-;ideation (s) Regarding asbestos have been submitted in Compliance with Applicable re tions 'ei File # 33( 3Q ,x'3 ID# Dept. of Environmental Resources Mgnu. Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130-1540 ❑ COURTESY Air QuRllty Process Phone 1 1 Finish: Phone L� Class 1 certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. aleS Date syeie_. Strip and Removal Glove Bag Bulldozer Wrecking Ball Wet Method • Dry Method Explode Burn Down OTHER: Florida Department of Environmental Protection Division of Air Resource Management NOTICE IiF ASBESTOS OS RENOVATION OR TYPE OF NOTICE (CHECK ONE ONLY): L ORIGINAL ❑ REVISED / ❑ CANCELLATION TYPE OF PROJECT (CHECK ONE ONLY):❑ DEMOLITION • • ❑ RENOVATION [g �R�OFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES LM" NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES IS IT A PLANNED RENOVATION OPERATION? ❑ YES I. II. IV. V. i- k FLORIDA Facility Name Address City Site Building Size Prior Use: Present Use Facility Owner Address City IX. Amount of RACM or ACM Contractor's Name Address q 30 ! or" (p`M City / /Z'4ri, P VZ Florida Licence No. Scheduled Dates: Asbestos Removal (mm/dd/yy) Start: Procedures to be Used (Check All That VI. Procedures for Unexpected RACM: ply): square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring 66-) square feet asphalt roofing USE ONLY Postmark/Date Received Finish: VII. Asbestos Waste Trann porter: Name Address 4301 q L) itol -' 02.1, S ll,f City 1)144441.i. . .1 , aria State _ Vtll. - Waste Disposal Site: Name !/ Address Q0' �- - (,LW City r iyytti State r `- � Alru, C j/MJ4� !lam 34 L) T sr r State rL Zip /3 e Consultant Inspecting Site 1 0 ^11D (Square Feet) Qf rs I Age in Years 104" School/College/University i•e - Small Business Other School/ oll e/Universi R- f• • e Small Business Other i )-64..111 �7 I �j Phone ( 1 15ApPE 1050 zip 3 3138 . State A Zip 3 Is the contractor exempt from Iicensure under section 469.004(7), F.S.? ( E YES ❑ NO Demo/Renovation (mm/dd/yy) Start: Zip Zip A1H— FACILITIES SECTION This is to certify that the required H.7-;ideation (s) Regarding asbestos have been submitted in Compliance with Applicable re tions 'ei File # 33( 3Q ,x'3 ID# Dept. of Environmental Resources Mgnu. Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130-1540 ❑ COURTESY Air QuRllty Process Phone 1 1 Finish: Phone L� Class 1 certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. aleS Date syeie_. GEOTBCHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, September 19, 2005 Mr. Jim Obenour OBENOUR ROOFING 9301 NE 6 Avenue Miami Shores, FL 33138 Dear Mr. Obenour: e � - — " 7 m. ` awmusa i�ii/ DYNATECH ENGINEERING CORP. Re: Existing Buidling Club House @ 1610 -1634 NE 105 Street North Mimai, FL TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request, DYNATECH ENGINEERING CORP., conducted as Asbestos Roof Survey on September 19, 2005 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Materials in the proposed roof renovation roof area. Access to the interior underside of the roof was not provided and is not part of this survey. The scope of our inspection covered the following areas: Roof at the above referenced project. (see attached plan) Based on our laboratory analysis; it was evident that asbestos fibers were found in the following secured bulk samples: 1- Flashing bull / mastic only:. Bull / mastic only was found with 7 -8% chrysotile fibers. 750 West 84 Street, Hialeah, FL 33014 -3618 ° Phone (305) 828 -7499 ° Fax (305) 828 -9598 Page No. 2 1610 -1634 NE 105 Street, North Mimai, FL Based on our visual inspection, physical site assessment and potential for damage, it was evident that the roof material is considered Category I - Non friable material. It is our opinion that this materials need not be removed prior to demolition because generally these materials do not release significant amounts of asbestos fibers when damaged. Yet, in the event of future repair and replacement of the roof material, all work shall be conducted by a Florida Licensed Roofing Contractors with on site Roofmg Asbestos Supervision as provided in Section 469.012 of F.A.C. and in compliance with NESHAPS and OSHA regulations. We further recommend a competent person be on site for Air Monitoring during removal of A.C.M: This inspection report is the results of a customary search of the facility for asbestos containing building materials (A.C.B.M.). All analyzed samples were readily available to our surveyor. We do not claim to have identified all of the asbestos containing building material present in the facility. If in the course of a renovation or demolition activity, suspect materials become exposed, (ie: inside walls and hidden conditions etc..,) all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendation. Dynatech Engineering Corporation (DEC), will not be responsible for these conditions. This report is designed to aid the building Owner, Architect, Construction Manager, General Contractors, and Potential Asbestos Abatement Contractors in locating ASBESTOS CONTAINED MATERIALS. Under no circumstances is this report to be utilized as a proposal or a project specification document. When implementing the response actions, parties responsible for final selection should remember that actions shall be sufficient to protect HUMAN HEALTH AND THE ENVIRONMENT, but may also be the least burdensome method. Nothing in these recommendations should be construed as PROHIBITING or discouraging removal. It has bee a pleasure serving you at this phase of your project and look forward to do so in the near future. Sincerely yours, tJ iVq“ Wiss4 Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Asbestos Consultant Number EA 0000045 WN /sk Date : September 19, 2005 Client : OBENOUR ROOFING Project : Club House Roof @- 1610-1634 NE 105 Street, Miami Shores, FL Surveyor No. 7ME0209920031R By: S.C. Sample Type Bulk Samples Analysis: P.L.M./D.S. 2 3 4 5 6 7 N. center perimeter W. center perimeter S. center perimeter E. center perimeter E. field Center field W. field Flashing bull / mastic and membrane Flashing bull / mastic and membrane Flashing bull / mastic and membrane Flashing bull / mastic and membrane Flashing bull / mastic and membrane Tar and gravel roof system Tar and gravel roof system 225 ft 50 ft 225 ft 50 ft 11250ft N/A N/A X X X X X X X Condition Potential'; '. for Damage D/L D/L D/L D/L G/L G/L G/L F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile DYNATECH ENGINEERING CORP. ASBESTOS SAMPLING REPORT 750 W. 84th Street, Hialeah, FL 33014 Analyzed by: Premnath Boodoosing DYNATECH ENGINEERING CORP. NIOSH 582 Cert. #7ME090203003DS Condition Potential For Damage G = Good L = Low D = Damaged M = Medium S = Significantly Damaged ' H = High Analysis Bu11= 7- 8 %chry. Bu11 =7 -8 %chry. Bull =7 -8 %chry. Bu11 =7 -8 %chry. NAD NAD NAD Dynatech Engineering Corp. Client: OBENOUR ROOFING Scale: N.T.S. Project: 1610 -1634 NE 105 Street North Miami, FL ..�. Date: 9 -23-05 o � o F 1 Miami Shores Village BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Q 2J2 Ji] .IA 14 Phone # Owner's Address /5O tic- /p,< Sei City / �� - �i — State rt.— Zip Tenant/Lessee Name Job Address (where the work is being done) / 4 /p /3� /(,t jogs/- Cit Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO l/ Contractor's Company Name I I '� /f j Contractor's Address 9.0 l_ ,O� Phone # City_ �2.1a State Zip Qualifier State Certificate or Registration No. $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Rr EOVED JAN 3 0 2006 Electrical Architect/Engineer's Name (if applicable) Phone # ❑Alteration ['New Permit No. —t4C Master Permit No. bing Mechanical Phone # Certificate of Competency No. Square Footage Of Work: - ❑ Repair/Replace b *,�* *,� * * * * * * * *, * * * * * * * * *, F * * * ** * * * * * * * * *,� * * * * *,� *,�,� * ** * ❑ Demolition Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Structural Plan Review. $ CCF $ CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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 Al+h'IAAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection wilot b appr. ed an, a reinspection fee will be charged Owner or Agent The foregoing ment was acknowledged before me this ,) day of y, , 2O ,_, by who is personally known to me or who has produced NOTAR Sign Print: PUBLIC: tegiega Sign: Print: �e�' •1, T � E TLIUS: APR?? 0 °2, 200 q . f)CO% = D 4 ° Bonded Thru Atlantic Bonding Co., Inc. MY C G2 *******•*******************•* * * ** * *** * ** ** * * * ** * * ** * * * on * * * *� Atlantic * * * * °, � ** - ***M * * ****** * * * * ** ** My Commission Expires: *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 3D e;11 APPLICATION APPROVED BY: Chc 05!13103 RI - R'TC. j. r > :;(',; • • P. ,;i - J2i103 ^09 Signature t Contractor The fo 'oing instrument was acknowledged before me this-Z day of , 20 &_, by Jf) A ae/ut2a4 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Engineer Zoning 2. Description of improvement: 3. Owner(s) name and address: 1 arr JO" Interest in property: Name end address of fee simple titleholder: I pNr 4. Contractor's name and address: ()below 1 NOTICE OF COMMENCEMENT PERMIT' NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, Chapter 713, Florida the following Information Is provided in this Notice of Commencement and in accardar►cerwith ' 1. Legal description of property and street address: 8 TAX FOLIO NO. lab Villas 5. Surety :(payment bond required by owner from contractor, if any) Narne and address: Amount of bond $ 6. Landers name and address: 1 11 1111 1311 1111 1113 11111 1311 11 11 311 CFN 20058 1 O 16 2 '7 (JP Bit 23817 P ) 4I)01; ( 1 P 1 1 ) RECORDED 09/28/2005 11:24 � 1t'.r HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST; PAGE 1. /f) /la L L_ - /OS r,c 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as by Section 71 3.13(1)(a)7., Florida Statutes, by Name and address: 8. in addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: iJ- S: Expiration ate of this Notice of Commencement: (the expiration date is 1 year from the date of recording unies$ a different date is -• edfle •) A ; a Signature at Oveser Print Owners _' e P d r* 51-obs . • Sworn to and subscribed before me thls 10) day of cotr!`' Notary Public Print Notary's Name My Commission Expires: COMMISSION EVIRESt APRIL 02, 2009 Bonded Thru Atlantic Bonding Co., Inc. Prepared by: Address: if COI fi! / IS g- aol/ Florida Building Code Edition 2002 Hi h Velocity Hurricane Zone Uniform Permit Application Form Roof System Low Slope Application Prescriptive BUR -RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes Other A,B,C A, B, C A,B,D A,B,D,E A,B,D A,B,D As Applicable 1,2,4,5,6,7 1.2.3.4.5,6,7 1,2,3,4,5,6,7 1,2,4,5,6,7 1,2,3,4,5,6,7 1 CO THE'�R; LJ� Y SE APPLICATION FOR ROOFING M AND A REQUIRED DOCUMENTS AS NO ATTACHMENTS REQUIRED: Fire Directory Listing Page From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 2. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 Other Com • onent Notice of AcGe • . races 5. Munici •al Permit A• • lication: • • 6. Owners Notificatten for Roofi i .•• • • Co�sic3e��. ions - 'e- Roofin• Onl 7 An Re•uired Roof Testin• /Calculation DocumeP'tation • • • • • • • • • • •• • • • • • •• • GE • • • •• • • ••• • •• • • • • • • •' • • • • • • •• • ••• • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • ••• • • 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Mauer Permit No Contractor's Niame Job Address Low Slope 0 Asphaltic Shingles ❑ New Roof Section A (General information) Process No. /G /o— 1435 4 /f/X / Si ROOF CATEGORY 0 Mechanically Fastened Tile ❑ ❑ Metal Panel/Shingles ❑ ❑ Prescriptive BUR -RAS 150 ROOF TYPE /Re-RoOflng Mortar /Adhesive Set Tile Wood Shingles /Shakes Are there Gas Vent Stacks? Yes ❑ Nol Type: Natural Cl LPGX U 0 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1 Ale /P•274 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 location of parapets rJ ■ 191111111111 III hill 1 II il I i PIIII ROAN PM Negri i ll 1 61 - .11 IIIII 123_01 -48 5/03 PAGE 2 ••• • • • ••• • �x4 ovE2knw 0 p Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: 4.9F Product Approval No.: 63 -01O /. 0 2 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: S � Pmax2: _ f37. 3 Pmax3: /3/ Max. Design Pressure, from the specific Product Approval system: 52.5 Deck: Type: w Do et .gr=G Anchor /Base Sheet & No. of PIy(s): gir Anchor/Base Sheet Fastenerap na ng Material: Insulation Base Layer: If , r Base Insulation Size and Thickness: / — i)c Base Insulation astener /Bonding Material: Top Insulation Layer: Top Insulation Size Thickness: .✓1/� Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Material: Fastener/ring PIy Sheet(s), & No. of Ply(s):2. - R1E? ,aLy PIy Shee stener/ ondin Material: Top Ply: Gauge/Thickness: 1 72 Slope: h A/A- FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 200 High - Velocity Hurricane Zone Uniform Permit Application Form. d/4— Top Pty Fastener/Bond g 'Material: Surfacing: G,t4 ->'eI Fastener Spacing for Anchor /Base Sheet Attachment: Field: I " oc @ Lap, # Rows @ / " oc Perimeter: C% " oc @ Lap, # Rows 3 @ ' " oc Corner: " oc @ Lap, # Rows @ 4 " oc Number of Fasten Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, HQight of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 2 B,!rNaw4e #20112. /4 'gym /c Rite 40I6 L1. �r�rt� 5I.e Pvf 2 0+ fs/ eeerp tde ` /y, ,'e,wfr4rali q'% 1 , 'siege A ,+'M R✓J4ccwe /TDB /NPerfP4fdri►rd - ss ■r„ . • mss: .52..5 - .64 :A4d/! • • • • • • • .• is 4rre i,ww —e93 �g (7 " ' Ti c • • • • • ••• • • . • . • . . • • • - . . . . , v • • • • . ✓, • • • . • • • • • • • ; • •-• • • • • • • • • • • -. • • • .. .. • • • .. • • ... • • • ..• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 2499 e9 -d rf 3 Parapet Height FT. ../7 .. Mean Roof Height 15.33 0 sFB _ 100 -YEAR, 1 --HOUR PRECIPITATION = .9;5 INCHES PER HOUR OOF AR' HORZONTAL PROJECTED ROOF AREA -= /,;•? Zo DESIGN BASED ON 6) ROOF DRAINS, / DIVIDE BY (5)DRAINS 4054 S ;F . H PROJECTED AREA PER DRAIN ROOF " 0 � 2 SIZE OF VER11C G INCH LEADER ALLOWS S.F. HORIZONTAL PROJECTED ROOF AREA.. PER FBPC SECTION 1616: 3 SIZING OF SE )0.. DARE' p NS: REQUIRED AREA OF OVERFUJW 'SCUPPERS ( ) sq. " - Provided (-5) � ,,.. ' _ 00 DATA 1e10 -4634 µ( 4 •• ••• • • • • • •• • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • colh4 11L, MAR 02 2005 05:41 FR BRADCO SUPPLY BUILDING CODE COMPLIANCE OFFICE (BCCO) 11oDuer CONT7O14 DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 305 836 2152 TO 3057588484 P.01/01 MIAMI DADE COUNTY, FLORIDA MZrRO•DADR FLAGr ER BUILDING 140 WEST BUGLER STREET, SUITE 1603 MII1Li4I f, FLORIDA 33130.1563 (303) 375 -2901 FAX (305) 3754908 SCOPE: This NOA is being issued under the applicable Mules 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 Conunmittee to be used in Miami Dads County and other areas whew allowed by the Authority Having Jurisdiction (AEI), 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 Afhf (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes_ Xf this product or material fails to perform in the accepted manner, the manufacturer will menu 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 coda. 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 Ruberoid® Modified Bitumen Roof System for Wood Decks. LtI ELINGt Each unit shall bear a permanent label with the rnanufacturerls name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall 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 manufacturo 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-Dare County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall, be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.10 and consists Ore : $milugir 31 :: • • • The submitted documentation was reviewed by Frail/6 Zni W. • : • : • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • NOA Na 03.0501.02 • r.� • • • • • • • • Explratlan Date; 11106/08 • • • • • • Approtal Date:10/23/03 • • • • • • • • • • • • Page 1 of 32 • • ••. • • ••• • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • - .91 I, ** TOTAL PAGE.O1 ** 1 APPROVED ASSEMBLIES Membrane Type: SBS . Deck Type 11: Wood, Insulated Deck Description: 19/32' or greater plywood or wood plank System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table Density/ft ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, ENRGY 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, ISORoc, BMCA EnergyGuard, BMCA EnergyGuard Composite, EnergyGard ISO, EnergyGuard RA Composite, EnergyGuard RA Minimum 1" thick N/A N/A Wood Fiber, GAFTEMP® Fiberboard, BCMA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP Recover Board Minimum Y2" thick N/A N/A Paroc, Perlite, GAFTEMP® Permalite Minimum 3 /a" thick N/A N/A Fiberglas Minimum 1 4 6 " thick Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbsf100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers witha second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 UitimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBERO1D® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any Options: of above Anchor 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 Pressfre 45rt $eq C4en=erpl jimitation #7) GAFGLAS® Ply 4 ®, GAFGLAS•Tleinril 6,4AtiGLAS #75 Base Sheet or any of above Anchor sheets attached.i deal wit% 1-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 appraximatelf 12': o.c. bathe field of the sheet. (Maximum Design Pressrere 45 pst ice; Veneraf L ialinion #7) N/A N/A • . . •.. . ••• • • • • • • • . NOA No: 03- 0504.02 Expiration Date: 11J0( /08 • • • • • • • • • • • Approval Date:10/23 /03 • • • • ••• • • Page 9oi•32 • • • • • • • • • • • • • •• .• • • • •. • .• ••• • • • ••• • • GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor 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 ps f, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor 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 of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAITITE) 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 Anchor 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) Base Sheet (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMATm Base Sheet, GAFGLAS® PLY 4®, GAFGLAS Flex PlyThl 6, GAFGLAS STRATAVENT Eliminator Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat - We1dTm Smooth or RUBEROID SBS Heat-Weld 25 directly over the top layer of insulation.: Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsisq (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet, GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Membrane: One or more plies of RUBEROID® 20, RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD ®, or RUBEROID Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq. t 15%. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lbJsq. respectively in a flood coat of approved asphalt at 60lb.sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lbJsq. ± 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 galJsq. 4. Top Coat® Surface Seal SB Mataix 602 SB•Coating), Applied at 1 to 1.5 • •••••••. gal. /sq. • • • • • Maximum Design Pressure: See Fastening abo`+e. • • • • • • • • • •,. • • •• • •••. .•• • •.•• • • • • • • • • •• • • • • • • • • ' " • ' ' NOA No: 03- 0591.02 •• • • •.• • Expiration Date: 11/06/08 Approval Date:10/23 /03 • • • • • • • . • • Page 10 of 32 • • • • ••• • • • • • • • • • • • • • • •• • •• • • • •• .• ••• • • • • ••• • • v 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 Vs" Dens Deck or V2 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- 40lbs.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 12lbs. /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 comers). (When this limitation is specifically referre vitlein this NOA, G eneral Limitation #7 will not be applicable.) • • • • •... ••• • 10. All products listed herein shall have a quality, gtsuince g8th't th ar-cprcktice with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF TICS ACCEPTANCE • • • • ••• • • • • • •••. ..•• • • • • • • • • •• • - • • • • • • • • ••• • • •• • .• •• • • .•• • • ••• • • • • ••• • • • • • •' -11 • • • ''"_• • • • • • • •• •• • • • ••• • • • ••• NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 • Page32of32 • • • • •• • ' TGFU.R1306 - Roofing Systems . +I Underwriters Laboratories Inc.. Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA 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- Decko 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. Page 1 of 55 R1306 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. •• ••• • • • • • •• Unless otherwise indicated, the roof insulation is fnechadictiqy fastahed,:adhered with hot mopping asphalt or urethane insulation adhesive. Polystyre ikre iehg tile following Classfrcatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "Ear Qy i�lard Fit grass I, alatton". • • • • • • • • • • • • • • • •• ASPHALT FELT SYSTEMS WITH HOT "-OOFING ASPHALT • •• • • • • ••-• • • • . • • 1 • . • • • •. .j• • - rim _ • • • • • • • • • • • • • • •• •• •.• • •• •• ••• • • • ••• • • http: // database. ul.com/egi-bin/XYV/template/LISEXT/1FR AME/showpage.html?name=TG... 10/22/04 XGFU.R1306 - Roofing Systems Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 lbs /sq and spaced not more than 1/8 in. 3. Deck: NC Incline: 3 Insulation (Optional): — Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Base Sheet (Optional): — Type 15 asphalt organic felt or Type G2. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel. 4. Deck: C - 15/32 5. Deck: NC Incline: 1/4 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. Incline: 2 6. Deck: NC Incline: 3 Page 9 of 55 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq ft and spaced not more than 1/8 in. Insulation: — a)Poly"styrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. Membrane: — " EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. Surfacing: — River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or concrete roof pavers. 7. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Membrane: Surfacing: — 8. Deck: C - 15/32 One or more layers Atlas Roofing "FR50 ", mechanically fastened. — " EverGuard TPO Plus" , 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Incline: 1/2 •. •. • • • • • •• Base Sheet: — Two or more layers TypeV2, "'AFfi1;AS washed #75 ", mechanically fastened. • Membrane: Surfacing: — •• ••• •• • • • .. — " EverGuard TPO Plus ", 45 mil. River bottom stone, (3/4.x4 in. tiianl).at 11 • • O i13s /sq or concrete roof pavers. • • • • •, • • • • • • • • • • • • • • • • • • Class'A - F"ully Aflheeed • • 000 • • • • •0• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • .• •• • • • •• •• ••• • • • .•• • • http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 11 of 55 • Base Sheet (Optional): — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Gravel. 7. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite. Base Sheet: — Two or more layers Type G2 or G3. Ply Sheet (Optional): — One or more layers Type 01. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Karnak No. 97, 1 -1/2 - 3 gal/sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, 1 -1/2 in. min. Base Sheet (Optional): — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. 9. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: — One or more layers Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal/sq or "GAF Weather Coat Emulsion" at 3 gal/sq. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deleted. 14. Deleted. 15. Deck: C -15/32 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • -_. • ••• • • • • • • • • • • • • • •.•• • ••• • •. `• • • • • • • • • • • •• • • •• • • ••• • • Incline ]/Z • • • • . • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • •. ••• • • • •• ••• ••• • • • ••• • • http : / /database.ul.com /cgi- bin/XyV /template /LISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 ! TGFU.R1306 - Roofmg Systems Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite / isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G1, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite, offset 6 in. from joints. Base Sheet: — One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place. Membrane: — One layer "Ruberoid Toile Smooth" or "Ruberoid Mop Smooth ". Membrane: — One layer "Ruberoid Mop 170 FR ". 17. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G1, hot mopped in place. Membrane: — One layer "Ruberoid Mop,170 FR" 18. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet (Optional): — One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". Membrane: — One layer "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, isocyanurate, urethane or perlite /isocyanurate composite, any thickness. Base Sheet: — One or more plies Type Gasorg2: hot o ad or.adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" 04g1d appl ag yc aat.1 -1/2 gal/sq. Membrane: — One layer "Ruberoid Mop17AFlr'l, :h8tinapiied.br adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160' cold applied adhesive at 1 -1/2 gal/sq. 20. Deleted. 21. Deck: C -15/32 Incline: 1/2 • • • _ • ••• • • . • • •••• .••• • • • • •A•. • •• • . • • • • • • • • • • •• • • •• • • ••• • • ••• • • • • ••• • • • • • ••. •.• • • • • • • • • ••• • • • • • • • • • • • • • • • • •. .• • • • •• •• ••• • • • • ••• • • Page 12 of 55 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 ••. • • • '..a • • • • •• •• • • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• ••• •• • • • •• • • • • • • • • •• ••• • • • • • ••