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262 NE 93 St (3)APPLICATION FOR BUILDING PERMIT .application is hereby made for the approval of the detailed statt:went us we plans and specifications herewith submitted for the build • ine or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. // _ Date..._..._... / .� v , Owner's Name and Address ��4' �v 0 /4.7. sees No. ?" .._.. Street-- '9 3 Registered Architect and /or Engineer ••,, ..t.. .......,.•.,..., « ee .,ss 0.1 Name and address of licensed contractor.... _n.�:. . ._. Location and legal description of lot to be on: Lot... Block 1..01 Subdivision �y _ __._.... _._. p� Street and Number where work is to be done 4� & L 3 ` - c _....._._..._._ 1 Stato work to be done and purpose o g(by floors).. Permit No. Disapproved . (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires _ __............. for no other purpose. Ncw Building Remodeling Addition Repairs No. o Stories. To be constructed of . Kind of foundation / } Roof Covering _..r Estimated Total cost of improvements $ /,...p 0 1) ' 0 v Amount of Permit S. g/t Zone cubage required plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida \Vorkrnen's Compensation Act, being Section 59G6, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subco.tr ctors, on work to be pevfojn ed under this permit, as are licensed by Miami Shores Village. Rernuks..._ (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorizcd to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fads therein by him stated are true.. r� 3©J Date 6) "'O)°5(g) PLANNING BOARD DATE Chairman Member Member Member Member .. .. Member �.._._... __.._sees._ _.._..... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval lies been obtained from the Plannir.g hoard. A re fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspectirn or faulty materials anti /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement or ine plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address STATE OF FLORIDA, COUNTY OF DADE. j ss. Disapproved .w . ` Date (Signed) Building nspcctor Chairman — \fcrobcr Member .. .. — ..._......_..._. —..... Council Approved — / ,/ /� Date..._ i �.._. .... ,19_ n / v , � l e � e � � � ._ N o . . Registered Architect and /or Engineer Name and address of licensed contactor r l2 Location and legal description of lot to be built on: Lot . Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors)...-- ciAA PLANNING BOARD DATE NOTE: A charge of 51.00 will be made for making corrections or changes to tiro llo.rrd. A rc•inspection fee of $1.00 will be charged when such re- inspection is made materials and /or workmanship. _...._........ for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Cgvering Estimated Total cost of improvements $ a e)- Amount of Permit $.. ...t Zone cubage required .Plan Cubage Distance .to next newest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup element, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in tl.e work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon• actors, on work to be perf rmed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared —•- �_ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fads therein by him stated are true. . Permit No. _ X te L Date �+ O Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commiuion Expires .we ...._... ...».._......._...- ..._._.. Mcmbcr Member M ember — .._._.........._ ._. ...._ ........_......_....— Date Disapproved Date this application nfter apprr 'al has been obtained from necessary by improper notice for inspection or faulty Owner': Name and Address.__w r Registered Architect and /or Engineer.__ Name Ind address of licensed contractor Location and legal description of lot to be built on: Lot Block.__ New Building_. To be constructed of ,af foundation Estimated " 3tal cost of improvements Zone cubage required Distance to next nearest building__ Maximum live load to be borne by each floor. Remodeling IAMI SHORES VILLAGE BU1LDIN INSPECTION DEPARTMEN' APPLICATION FINIR l-,UILDING PER IT Application is hereby made for the approval of the det, iled statemerr of the plans and specifications herewith submitted for the build- ing or o h r = -ructure her 1. described. This !pi-licatic , is made in compliance and con•o'm ty w,th the Building Ordinance of Miami Shores Vi1Iat*e, i 'or:da, and all pro isions of the Laws cf the State of 11..rid. all o d nances .,f Mi .ni Shores Village- and all rules and regulations of the Building Div. , i of s aam Sho.. illage h '1 ,e 'o. ipl.ed with, whether herein specified or not. A copy of approved plans and specificati m must be key at building durin progress of tl.e wcrk. Street and Number where work is to be done_ TD ° Subdivision Date Amount cc. Permit $. _Plan Cubage of Building Lot PLANNING BOARD DATE Chairman Member Member -- -- - - ---- -- - -- -- - Member Member _ Member Council Approved _Date Disapproved No Street ,19 State work to done and purpose of buihji ig (by floors) and for no other purpose. Addition___ ___ ___ _____ __ _ Repairs_ _ - No. of Stories. Ij,00 Covering hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The unde signed appli.•ant for this budding permit does hereby certify that he understands and accepts his obligations as an employer of 1: bor under he Florida Workmen's Compensation Act being S- , -tion 5966 Coi p led Gen al Laws of Florida P r anen. Snpplc vent. and h.ks compled with the prov:cions thereof, and will require similar compliance from all contractors or sub - contractors emplo 'ed by him in the work to be purf-irmed under this permit: and •7111 post or cause to be posted for inspection on the site of the work su.:h public noti.e or i•otices as are required by the Act. The umd.ragnc -d agrees to employ only such abcontr. ctors, on work to be perform d . der this permit as are licensed by Miami Shores Village. Remarks_- (Signed) _ STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths i.nd take acknowledgments, personally o p- peared .to me well known, and who, being by me first duly sworn, upon oath depoees and says that he is the ----- ------ - ---- - of th abov. de.L.ibed , nstruction ti ,a; h: has careially read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tr ie. Permit No - - - 3 __ Date__ 1 PC — Read, Sworn to and Subscribed before me. Disapproved Date__ Notary Public State of Florida (Signed) Building I! pector My Com:nission Expires Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application kft'r approval his been obtained from the Planr'ng Board A re- inspection fee of $1.00 will be charged when such re- inspection is mate necessary by improper notice for inspe.•t or fa. Ity materials and /or workmanship. Perinit No /5 S IL ---- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Mr. McGovern Owner's Name and Address---------- --- ____ -- ---------- ____ -- ----- _- ___ -__ No. -- ------ ____ -_ Street_ Registered Architect and /or Engineer _-- ------ ----- - --___ -_ -- _- _--- ___ -_- Employing Plumber's Name Rose Septic Tank Co. P.O0Box 344. Hialeah 887 °5594Street._ Location and Legal Description Lot _ ------------- __ —__ -- _Block Subdivision Street and Number where work is to be performed —No.— 262 LEL._ 93rd. str_eizt State work to be performed and purpose of building (By Floors) New Building _- _____._ Remodeling__ -_— Addition Repairs Size Septic Tank_._------- ------- --- - - - - -- Type of Tank Feet of Drain Tile. —Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City— Well..______ — ____Size of Soakage Pit Amount of Permit $__ lumbing Inspector. e undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor unde4 the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. NOG\ O SHO2ES VOddQGE PLUMING INSPECTION DEPARTMENT &PPLIC TBON FOR PLUMBON© PERMOT STATE OF FLORIDA, I COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. _____ ______ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.03 will be made when ouch re- inspection is made•necessary by improper notice for insp 'n, or faulty materials and /or workmanship. (Signed)- (Signed) (\ 12 Date__ _----- ____ -- Capacity Gals. No. of Stories . ..... .. ...... . _IX Master Plumber. CLOIIaTB BATH TUBS SHOWERO LAVA. TORIES SINKS S SLOP SINKS LAUNDRY TUBS U URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS TOTAL FIXTURES CONTCI. LIIIT CHUCK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM'G POOL LIST CHUCK 32 n Perinit No /5 S IL ---- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Mr. McGovern Owner's Name and Address---------- --- ____ -- ---------- ____ -- ----- _- ___ -__ No. -- ------ ____ -_ Street_ Registered Architect and /or Engineer _-- ------ ----- - --___ -_ -- _- _--- ___ -_- Employing Plumber's Name Rose Septic Tank Co. P.O0Box 344. Hialeah 887 °5594Street._ Location and Legal Description Lot _ ------------- __ —__ -- _Block Subdivision Street and Number where work is to be performed —No.— 262 LEL._ 93rd. str_eizt State work to be performed and purpose of building (By Floors) New Building _- _____._ Remodeling__ -_— Addition Repairs Size Septic Tank_._------- ------- --- - - - - -- Type of Tank Feet of Drain Tile. —Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City— Well..______ — ____Size of Soakage Pit Amount of Permit $__ lumbing Inspector. e undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor unde4 the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. NOG\ O SHO2ES VOddQGE PLUMING INSPECTION DEPARTMENT &PPLIC TBON FOR PLUMBON© PERMOT STATE OF FLORIDA, I COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. _____ ______ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.03 will be made when ouch re- inspection is made•necessary by improper notice for insp 'n, or faulty materials and /or workmanship. (Signed)- (Signed) (\ 12 Date__ _----- ____ -- Capacity Gals. No. of Stories . ..... .. ...... . _IX Master Plumber. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby upndc for the approval of the detailed statement ur the plans and specifications herewith submitted for ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance Shorts Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of plans and specifications must be kept at building during progress of the work. �g® SIP p� ..._...__ . �! _..._.�. A � ._.. Owner's Name and Address ...er/^ti P (04....1z . 0 — No.. .(A . Street_�JNE..!...9. STATE OF FLORIDA, COUNTY OF DADE. is. Disapproved ... \... Date.. (Signed) Building Inspector Registered Architect and /or Engineer ........... 1.. Name and address of licensed contactor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ... .... 11 State work to be done and purpose of building (by floors). Amount of Permit S .Plan Cubage Size of Building Lot .rr•••••TS,.•. it, . nnvwn.• ».,,n, Ct and for no other purpose. Ncw Bui!ding Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Covering Estimate Total cost of improvements S•.•�• Zone cubage required Distance .to next ne.uest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subepfttractors, on work to . performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) / mac e Notary Public, State of Florida My Commission Expires the build of Miami rules and approved ,19 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. y' 05 Permit No Id 9 Date t f !� Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Chair :Ban Member Merr,ber Member Member.. ... _.....__....._..._...._._....._ Member Council Approved Date Disapproved Date NOTE: A .charge of 31.00 will be made for making corrections or changes to this application after approval has been obtained from the 1'i.innir,g Board. A re-inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspevticm or faulty materials and /or workmanship. Date Y _y PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10 _co Job Address e2 Cot fJ L q 3 S7_ Tax Folio ti I ` 32-DO - 01 3 3 Sc Oro Legal Description 964 A- 13/c% Z 6 Owner/Lessee / Tenant Fra 74 K I\ P 1) e it a W( Owner's Address Z 4 1 4 1/- E. 9 3 -`t; @J,O)a7 Contracting Co.5 yl Na y J� S1 , th Qualifier -d -y' 0 a 2/l 'IA ) b 1 L • State # Municipal # Competency # Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION .Q - Y® d 1 1 1 le Y00 t ile cQ /p v. l (' n o / Square Ft. - 3/ POQ Estimated Cost (value) 5 05— 7 3Zt3 t c ° , a/`6 / Historically Designated: Yes No Master Permit # 97. Phone 5 - ".5 // 7 Address 3 ,/j/i 3 0 7 117 /eixi • fi / KS Phone 30I a -Z ) Ins. Co. ROOFINGPAVING FENCE SIGN CO 714 • '9tW1J ///755= ace WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and at all work will be done in compliance with all applicable laws regulating cons . tion and zoning. Furthermore, I authorize the above -named contractor to the work stated. APPROVED: Zoning Mechanical Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMIT RADON Building 1© -13 -CO er and/or Condo President Date --CZ) Date a e of Contract er- Builder C.C.F. 161,0/ Si Notary as to Contractor p,RY P4 t GUSTAVO DIAZ % 0 COMPASSION NUMBER T ••s'0 Q CC720415 MY COMMISSION EXPIRES it OF RP FEB. 26,2002. NOTARY Electrical 9 y / • or o ro / ,'� - Builder Date c /140 • ii • .'a' DAISY SOBRADO i MY COMMISSION # CC 965248 x• ��; EXPIRES. September 10, 2004 ";4:; `' Bonded Thru Notary Public Undeiwdtere ••••rss BOND TOTAL DUE Plumbing Structural Engineer /d Date NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 —32. -0(p -01 35CD STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided a inthis Notice of Commencement. 1. Legal description of property and street address: LOT 5 1 -&'c'l. 26 ma sLins44 -- t aas1 . rl k 2. Description of improvement: 3. Owner(s) name and address: Q f <A U? ,t/ , Cj 3 5 7 Interest in property: (% Name and address of fee simple titleholder: 4. Contractors name and addres 1% 2 3 4.1„f" D f 4 G . 33/ Z.3° 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) e o1 owner Print Owners Name 0 O ttY PV GUS AVO DIAZ w t MM 71 COON NUMBER nn 3 .. a CC720415 �. N be I' IG/I IC1 1 71'0F FS "YFTm ed by: #idk / 411'04 Sworn to and subscribed before me this 1 3 day of U�ca 6-1— Address: l $4ss w E a1vL1 ail 12,44" u. 70 � � Ic 33) Notary Public Print Notary's Name (>SZe'vb My Commission Expires :.... - -__Q _ a'ari o /SWl OYQ � [ / STATE OF FLORIDA, COUP TfY OF DADE I H : Y C RTIFY that this is a tr py of the or 'l;/ in this office on yay of unty Courts D.C. 00R504439 2000 OCT 19 13:36 w 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F", it responsibility the ownerwtith of this x contractor to explain r to the owner the with the required roofing permit, to p content of this form. The provisions of ofthe industry for roofing systBm'installations(SAddit ovally, the minimum requirements and standards the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics Workmanship: The workmanship provisions of Chapter 34 are for the purpose of priding that the roofing system meets the consideration with respect to provisions. a Aesthetic Aesthetics (appearance) issues are not a co issues such as color or architectural appearance, he contractor. part of a zoning code; should be addressed as part of the agreement between the owner and 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re iled in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) AN Common Roofs: Common roofs are those which have no visible delineation be fro ring coighbo r a units nd/or owner should townhouses, ify C° the occupants of adj3acent buildings nits of roofing work to be performed. contractor and/or shoul 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking ca be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and _0_\6_ may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may requireof the new roofing system. Ponding conditions may Ponding may the life expectancy and performance be evident until the original roofing system is removed. Ponding conditions should be corrected. Ask 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in rior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. O er's/Agen 's Signature Date Signature l6'(- - off ontractor's ignature S ma 0/ ZGz�I/.c 93 '; Contractor's Name: r y) . Job Address: ROOF CATEGORY yt (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (f1 ZOO Sloped Roof Area (ft Z 1(0,0 Total (ft') 3 0 ad Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (pet ASCE 7 -88 table 1): ROOF EIGHT AND SYSTEM DETAILS (Draw details as needed) �� 1 A � J4J P+1# f 4 Ft. A Ft. A v Deck type: ay/Weir ROOF SLOPE ATTACHMENT Fastener Type: ' rI N ' 5 SPACING 4 .1 • Field: Oil Z Perimeter: 1 0, G Corner: Q. DETAIL 1 & 2 If / d I r • i/ ROOF PLAN zit ►;*esi , 123.01 -78 5/00 Appendix o'E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UN1111F'OIi M Rid OFING PERMIT APPLICATION PROCESS No. Page -2 Ridge Ventilation? efV/ A MEAN HEIGHT Deck type: 7 / 0 Underlayiuent: Insulation: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION 3 v '//N ca�/�.c Fastener type & spacing: Cap Sheet: Roof Covering laps a. v.c 4 o /7 -O.c Ito/16u eop. /i S/ ac. p aliir�1;Wl e • ATT ACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1 X X (Aerodynamic Multiplier): 7 ) - M 5 M ►YPCA: re, ( Pmax2:/ x X (Aerodynamic Multiplier): -071 ) - M /r= M 5 4 : PCA:76_, / (Pmax3:1D f f x X (Aerodynamic Multiplier): 't ) - Mil < M �PCA: anti A5lite PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 NW 20 St. Boca Raton CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 FL 33431 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375.2908 PkODLCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372.6339 Villa & Roll Capri Low Profile Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shtlll not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCC() that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 1012.02 (Revises No.: 97-1124.16) Expires:; 12 /16/2002 Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /30.'1999 Internet mail addres: postmaster ©builtdingcudruuline.cont TOO(?) IQE'3Nd2RI3LI 4-4-4- q'TT Tg•TT'T 1MT kTnm MIAMI-DADE COL TY FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE \IETRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 N1IANII. FLORIDA. 33130-1563 (305) 375-2901 PAX (305) 375 -2908 4- Raul Rodriguez loarnk rancisco . Quintana, R.A. Director 1 of 9 Miami -Dade County Building Code Compliance Office HurneP•t e: http :I /www.buildingeodeonline.cum Tong nnn rnn -.... .. MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 1. SCOPE This revises a roofing system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attach.ment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: Low Profile Tile PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetil! LLC Villa & Roll Monier Lifeiti le LLC Capri Tile Trim Pieces NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 = 16%2" w = 13" V:" thick L = 17" \V= 12 ' /," `V2" thick 1 = varies w = varies varying thickness APPROVED :December 30, 1999 EXPIRES :December 16, 2002 PA 112 Low profile, interlocking, high pressure . extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Accessory trim. concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Frank Zuloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC Produce Rainproof 11 Ice and Water Shield Wood Battem; Tile Nails Tile Screws Roof Tile Molar ( "TileTiteTm i Roof Tile Mo: ( Roof' Tile Mortar 1140 ") N/A N/A NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 2.1 Components or products manufactured by others Dimensions 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36 "x73'roll Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Alin. 10dx 3" n8x 2 '1" long 0.335" head dia. 0.131" shank dia. 0.173" screw thread dia. Test Specifications PA 104 Single ply, nail -on Protect -O -Wrap, underlayment with Inc. 2" self-adhering top (with current NOA) edge. PA 103 Wood Preservers Institute LP — 2 PA 1 14 Appendix E PA 114 Appendix E PA 123 PA 123 3 ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 Product Description Self - adhering W.R. Grace Co. underlayment (with current NOA) Salt pressure generic treated or decay resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread ■vood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Manufacturer generic generic Bermuda Roof Company, Inc. wit current PCA Quikretc Construction Products with Current PCA Zuloaga, RRC Roofing Product Control Examiner MIONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Test Product Product Dimensions Specifications Description Manufacturer Roof Tile Mortar N/A PA 123 Prepared mortar W. R. Bonsai Co. ( "BONSAL® mix designed for with current PCA Roof Tile Mortar mortar set roof tile Mix ") applications. Roof Tile N/A See PCA Two component Polyfoam Products, Adhesive polyurethane _ Inc. ( "Polypro® adhesive designed AH160 ") for adhesive set roof tile applications. Roof Tile Factory premixed See PCA Single component Flexible Products Adhesive canisters polyurethane (with current TileBond foam roof tile NOA) adhesive Hurricane Clip & Clips PA 114 Appendix E Corrosion resistant Fasteners Min. '/" width clips with corrosion Min. 0.060" thick resistant nails. Clip Fasteners Min. 3d x I it t" 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underiayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. 1 •._- - .• s shall be in compliance with chapter 29 of the SFBC. (14 ! Zuloaga, RRC Roofing Product Control Examiner Generic Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw 31.9 Shank Nails (Eave Clip) 31.9 32.2 2 -10d Ring Shank Nails' with a 4" tile headlap and fasterners 43.0 are located a min. _Sr 5I.- I installation of 2' .7 bm ead of ti . Table 2: Restoring Moments due to Gravity - M (ft-lbf) 7 ":12" or greater Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Monier Lifetile Villa, Roll and Capri Tile Battens Direct Deck Battens I Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 J 6.18 5.37 1 6.05 ( 5.24 5.90 5.09 5.73 Table 1: Aerodynamic Multipliers - l (ft') Tile X (ff) X (ft") Profile Batten Application Direct Deck Application Monier Lifetile Villa, Roll and Capri Tile 0.267 0.289 MONIER LIFETILE LLC ACCEPTANCE No.: 99- 101102 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS t. " INSTALLATION 4.1 N:onier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County_ Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations 5 rank Zuloaga, RRC Roofing Product Control Examiner Table 4: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manuf, ctures component approval for installation requirements. 3 Flexible Products Company TileBond Polyfoam Product, Inc. Average weight Average weight per patty 11.4 grams per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PolyProm' 86. 61 1 Polyfoam PolyPro 54grams of PolyPro* ". 45.5' 4 Large padcy placement of 5 Medium paddy placement of 24grams of PalyProT'. Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile i Mortar Set' 20.60 MONIER I,IFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 5. LABELING All tile$. shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDXNG PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6. [.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 uloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE 13" MONIER LIFETILE ROLL CONCRETE ROOF TILE I � Frank Zuloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC NOTICE OF ACCEPTANCE: 1 MONIER LIFETILE CAPRI CONCRETE ROOF TILE ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS u oaga, RRC Roofing Product Control Examiner - MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled Nvith the manufacturer's name, city, stare, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. �. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. 1f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any recision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior %vritten approval has been requested (through the filing of a revision application with appropriate fee) and granted by Ihis office. 3. Any of the following shall also be grounds for removal of this Acceptance: a. Utsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. Failure ;:o comply with any section of this Acceptance shall be cause for termination and removal o f Acceptance. 9. This Notice of Acceptance consists of pages 1 through 3 and this last page 9. END OF THIS ACCEPTAN 9 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 rank Zuloaga. RRC Rooting Product Control Examiner Acceptance No.: 97- 0804.14 Expires: 11/06/00 Approved: 11/06/97 The expense of such testing will be incurred by the manufacturer. Revises No.: 95- 1003.03 PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Ruberoid® Modifed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc, Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance OfficVo be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. v Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used ''n Dade County, Fl ridii under the conditions set forth above. / Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type: APP and SBS Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 Product Control No: 97- 0804.14 Product Control No.: 97 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Frank Zuloaga, Roofing Product Control Examiner Insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #750 GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 3 sq. roll 75 lb. roll 2 Sq. Roll 70 lbs. /rol I 5 sq. roll 45 lb. roll 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll Product Control No: 97 0804.14 Product Description ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Page 4 of 61 rank Zuloaga, Roofing Product Control Examiner RUBEROID® Modified Bitumen Adhesive GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATA V ENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Product Dimensions 5 gallons 60 Ib. roll various 69 Ib. roll various various various various various various various Test Specification ASTM D 3019 Type III ASTM D 4897 D 3672 ASTM D 489 D 3672 PA 110 Page 5 of 61 Product Control No: 97- 0804.14 Product Description Fiber reinforced, rubberized Adhesive Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type 11, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high dens tbrbt r Permalite --„, 1 -". ``' f Zuloaga, Roofing Product Control Examiner Product Tapered GAFTEMP® Composite GAFTEMP® Composite A Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP Test Dimensions Specification various various various various various various various 1/2" thick various PA 110 Fiberboard insulation. PA 110 Perlite insulation board. PA 110 Perlite recover board PA 110 High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Product Control No: 97- 0804.14 Product Description PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PA 110 PA 110 Page 6 of 61 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Pre- assembled GAFTITE Fasteners and metal and ates, uloaga, Roofing Product Control Examiner Product GAFTITE® Base Sheet Fastener and Plate Gaivalume Plates NTB Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RU Grmu..: Test Product Dimensions Specification Description 3" and 3 %2" • PA 114 1.5 sq. roll ASTM D 5147 3 "and3 %2" 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. i sq. r r 102 lb- Product Control No: 97 0804.14 PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Page 7 of 61 Round polypropylene stress plates. SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. D 5147 i °9 7' duty, "olyester reinforced, �, �.::. ,se�t;a a�si us���. fry • membrane, granule surface. Frank Zuloaga, Roofing Product Control Examiner Product RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion .- RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up 100 Ib. cartons, Roofing Asphalt bulk RUBEROID MOD Asphalt RUBEROID MOD Asphalt L RUBEROID MOD Asphalt P Test Dimensions Specification 3 /4 sq. roll 93 lbs. '/. sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons 60 Ib. kegs 60 Ib. kegs 60 Ib. kegs ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D 5147 ASTM D2824, Type I ASTM D312, Types I, II, III and IV Page,8 of61 Product Control No: 97- 0804.14 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt Frank Zuloaga, Roofing Product Control Examiner Product GAFTEMP Tapered Isotherm R GAFTEMP Tapered Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANTTM GAFTEMP GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover Board Shingle- MateT'" Underlayment GAFTITE® ASAP RUBEROID® Modified Bitumen Adhesive Various Various Various Various 1/2" thick, Various sizes 4 sq. roll 30 lbs. Dimensions Various Various 500 per box 5 gallons Test Product Specification Description PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam Tapered polyisocyanurate foam Page 9 of 61 Cut perlite board Tapered perlite board PA 110 Tapered perlite board PA 110 Perlite board ASTM D 3019 Type III Fiberglass reinforced shingle underlayment PA 114 Pre - assembled fastener and metal and plastic plates Fiber reinforced, rubberized Adhesive Product Control No: 97- 0804.14 _ kt papa; — Ming Product Control Examiner Pyrox ACFoam I Anchorbond Fastener TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description various PA 110 Polyisocyanurate foam Apache Products Co. insulation (with current PCA) various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) ACFoam I1 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) Hy -Therm Nail -line various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current PCA) Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm Stable R various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction #14 and concrete decks Fasteners Inc. (with current PCA) Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. Construction 3 1/4" Fasteners Inc. (with current PCA) PA 114 Insulation fastening Celotex Corp. assembly (with current PCA) Page 10 of 61 Product Control No: 97 0804.14 Manufacturer rank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 Test Product Product Dimensions Specification Description Manufacturer Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Dekfast Fasteners #15 Dekfast Fasteners #12 High Density Wood various Fiberboard Pelite/Urethane Composite various PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) ISO 95+ Composite PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) Asphalt ASTM D 312 Type 1II or IV Hot asphlat generic bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer generic EPS various PA 110 Extruded polystyrene generic insulation PA 110 Wood fiber insulation board generic PA 110 Perlite / urethane composite generic board insulation Perlite Insulation various PA 110 Perlite insulation board generic Polyethylene 4 mil min. Vapor barrier /Air barrier generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Page 11 of 61 Roofing Product Control Examiner Tin Caps MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 1SORoc Test Product Product Dimensions Specification Description Min. 32 ga. x discs. various 3" round various various various PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Page 12 of 61 Corrosion resistant circular Polyisocyanurate foam / rockwool composite insulation Product Control No: 97- 0804.14 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers. Inc. (with current PCA) NRG Barriers. Inc. (with current PCA) Frank Zuloaga, Roofing Product Control Examiner Product Olympic Standard 3" round Olympic Fastener #14 Olympic Polypropylene Olympic Fastener #I2 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board Dimensions 3.25" round various various Test Specification PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 Product Description 3" round galvalume AZ55 steel plate Insulation fastener Polypropylene plastic plate Insulation fastener PA 114 Pre- assembled Insulation fastener and plate Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate PA 110 Rockwool insulation Rockwool insulation Page 13 of 61 Product Control No: 97- 0804.14 Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens - Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) u loaga�, Roofing Product Control Examiner • UltraGard Insul -Fixx Fastener Insul -Fixx P Rawl Fasteners #12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate 202 HS Super Prep I1 Tru -Fast DL Test Product Product Dimensions Specification Description various 3" round 2" round 3" round PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastener for steel and wood decks PA 114 3" round polyethylene stress plate PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate 3" round PA 114 3" round galvalume AZ55 steel plate PA 114 PA 121 Roof coating PA 121 Roof coating 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Product Control No: 97 0804.14 Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo- Materials. Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) PA 114 Insulation fastener for steel, Tru -Fast or wood rnrrenr -A.). Page 14 of 61 Manufacturer Frank Zuloaga, Roofing Product Control Examiner Test Product Product Dimensions Specification Description Tru -Fast Plastic 3.04" round PA 114 3.04" round polyethylene Plate plastic plate Tru -Fast MP -3 3.23" round PA 114 3.23" round galvalume AZ50 steel plate Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck various PA 114 insulation fastener for use in wood, steel or concrete decks PA 114 Stainless Steel fastener for use in steel, wood and concrete decks PA 114 Insulation fastener for use in steel or wood decks PA 114 Insulation fastener for use in steel or wood decks PA 110 High density wood fiber Page 15 of 61 Product Control No: 97- 0804.14 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) - Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) Frank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 TEST REPORTS Test Name Report Date Agency/Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements FMRC 1996 01.01.96 Factory Mutual Research Wind Uplift J.1. OT4AI.AM 08.26.92 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. 1V8A4.AM 06.28.93 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. 1RIA6.AM 11.15.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I.UT2Q4.AM 10.17.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1.0Q6A6.AM 07.16.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1.3X3A2.AM 08.02.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I.0Y9Q5.AM 07.29.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.I. 1B9A8.AM 09.04.97 Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.1. 3D4Q2.AM 04.30.97 Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 4483.04 97 -1 06.06.97 Underwriters Fire Resistance R1306, 87NK11819 01.01.93 Laboratories, Inc. Classification UL 790 - PA 114 Dynatech Engineering Corporation Wind Uplift PA 114 Page 16 of 61 #3600.02.95- 1 02.02.95 rank Zuloaga, Roofing Product Control Examiner Test Agency/Identifier Dynatech Engineering Corporation Product Control No: 97- 0804.14 Name Report Date Wind Uplift #4482.02.95 -1 02.02.95 PA 114 Page 17 of 61 ran Zuloaga, Roofing Product Control Examiner Membrane Type: • SBS Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 / _ " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: GAFGLAS® #75, GAFGLAS #80 Ultima' Base Sheet, GAFGLAS® PLY 48, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyTM' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 3 / , " tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, 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- 401bsJsq.. Or. One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM 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.. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page22 of61 Product Control No: 97 0804.14 Frank Zuloaga, —'— Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275-lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. % Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.14 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 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, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may 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. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications Iisted in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 58 of 61 *E Zuloaga, Roofing Product Control Examiner 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro-Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) B All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane.. Specific detail's, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind Toad requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 4,0 J � Page 59 of 61 Product Control No: 97 0804.14 rank Zuloaga, Roofing Product Control Examiner rruuuGt <.onuo' rTO: Y / - U1SU4. t 4. • • 14 All s tandard panel sizes are acceptable for mechanical attachment When applied in ° P� aPP approved asphalt, panel size shall be 4' x 4' maximum: 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Memo -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 60 of 61 Frank Zuloaga, Roofing Product Control Examiner 1111r.. • 20(L COVERING MATERIALS (TEYi) ▪ ROOFING SYSTEMS (TGFU)— Continued Base : Iheet (Optional): One or more layers Type 61, G2 or G3. Memb cane: One or more layers of "Ruberoid Torch" (smooth or granule), 'Rubes old Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop P iu" (granule). Coatir g: Kamak No. 97, 1 -1/2 - 3 gal/sq. 4. Della C•15/32 Indine: 1/2 Insula lion: One or more layers pertite, glass fiber, isocyanurate, urethane, pertite tisocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base !sheet One or more layers of Type G2 or G3. Ply Sh eet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), 'Ruben yid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruben rid Mop Plus" (granule). Surfat log: Karnak No. 97, 1-1/2 - 3 gal/sq. 5 . Da NI: Indine: 1/2 Base :heel (Optional): One or more layers of Type 61, G2 or G3. Membi ane: One or more layers of "Ruberoid Torch" (smooth or granule), "Rubes rid Torch Plus" (granule). Surfacing Optional): Kamak 'No. 97" or "169" at 1 -3 gal/sq or Grundy Ind. 'Z 0 F Emulsion' at 3 gal/sq. 6. Dada C-15/32 Indine: 1/2 . Iasula don: One or more layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane, pertitefisocyanurate composite, perlite /urethane comp* rte, phenolic, 1 -1/2 in. min. Base Sheet Optional): One or more layers of Type 61, G2 or 63. Membrane: One or more layers of 'Ruberoid Torch" (smooth or granule), .• .. 'Rubendd Torch Plus" (granule), 'Ruberoid Mop° (smooth or granule) or "Ruben rid Mop Plus' (granule). Surfed ng: Gravel. '. I Dada C -15/32 Iodine: 1/2 e,,, Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, . i socyanurate, urethane, perlite/isocyanurate composite, pertite/ Withal a composite, wood fiber/isocyanurate composite, phenolic Base Sheet: Two or more layers of Type G2 or 63. Ply Slit sat (Optional): One or more layers of Type 61. • Membr mu One or more layers of "Ruberoid Torch' (smooth or granule), 'Ruben Id Torch Plus" (granule), "Ruberoid Mop° (smooth or granule) or 'Ruben id Mop Plus' (granule). Surfad alp Karnak No. 97, 1 -1/2 - 3 gal/sq or gravel. Deda ': f - Indine: 1/2 • Insulal Ion: One or more rs isocyanurate, urethane, perlite/isocyanurate omposite, /urethane compre lte, phenolic, 1 -1/2 in. min. lase Street (Optional): One or more layers of Type GI, G2 or G3. Membr me: One or more layers of "Ruberoid Torch" (smooth or granule), 'Ruben id Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or •... 'Ruben id Mop Plus" (granule). Surfadng: 'AL MB Aluminum Roof Coating" at 1 -2 gal/sq. 9. Dads C- :.5/32: - Iodine: 1/2 Insulation lon (Optional): One or more layers perlite, glass fiber, 3/4 in. c1►amuate, urethane, perlite /isocyanurate composite, perlite/ ureihare.composite, phenolic, 1 -1/2 in. min. Base 51 teet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mo reed .or mechanically fastened in place. Ph She et One or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in plao . .3 Nimbi'. mm "Ruberoid Mop FR' (granule). Surfed I9 (Ot � �F A u num Coating at 1 -1/2 gal/sq or �• Dada C -13/32 - • • Indine: 1/2 lasiiatlon (Optional): One or more layers perlite, glass fiber, 3/4 in. styanuate, urethane, pertfte/isocyanurate composite, perlite/ urethan a •composite; phenolic, 1 -1/2 in. min. Ina Sheet One or more layers of Type G2 'GAFGLAS #75 Base .Sheet', 1rO ▪ n Med ° mechanically fastened in place. ▪ M ilt One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS of mopped in place. ▪ au luberoid Torch FR" (granule). iAF 1 9 (Optional): GAF Rbered Aluminum Coating at 1 -1/2 gal/sq or 1l. We oat:lhnulsion at 3 gai/sq. UMI : :d Iodine: 1/2 ° qr in mate, 2 in. min., wood fiber, perlite or glass fiber, 1 ' WE mopped or mechanically fastened in place. Joints ro e . : ..,.� leeb One or more layers of Type G2 "GAFGLAS #75 Base Sheet', let or echamcaUy fastened in place. M ( Optonal : One or more layers of Type 61 "GAFGLAS Ply 4" or a mopped in place. � mo<'Ruberoid Torch FR" �OPt(onral . • (granule). w )•GAF Rbered Aluminum Coating at 1 -1/2 gat/sq or • __ Coat Emulsion at 3 gat/sq. • ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU)— Continued 12. Deck: C -15/32 Indine: 1/2 Insulation (Optional): Isocyanurate, pertite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet', hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type 61 "GAFGLAS Ply 4' or "Ply 6', hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfadng (Optional): GAF Rbered Aluminum Coating at 1 -1/2 gat/sq or GAF Weather Coat Emulsion at 3 gat/sq. 13. Deck: NC Indine: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet', hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or 'Ply 6" hot mopped in puce. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Rbered Aluminum Coating" at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. 14. Dada NC Indine. 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet', hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Pty 4' or "Ply 6' hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfadng (Optional): GAF Weather Coat Emulsion applied at 3 gal/sq or GAF Rbered Aluminum Coating at 1 -1/2 gal/sq. 15;!Oeda C -15/32 Indine: 1/2 Insulation (Optional): Petite. fiber glass. isocyanurate, urethane, pertite/ �. -- isocyanurate composite or phenolic 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 61, hot mopped in place. Membrane: "Ruberoid Mop FR' or "Ruberoid Mop 170 FR' (granule). 1 16. led* C -15/32 Incline: 1/2 Insulation (Optional): Pertite, fiber glass. isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet One or more layers of Type G-2 or G-3 base sheet, hot mopped or mechanically fastened. Pl Sheet (Optional): One or more layers of Type 6-1, hot mopped in Membrane: One layer of 'Ruberoid Torch" or 'Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR' (granule) 17. Dada NC Indineaj_„ -- Insulation (Optional): Petite, fiber glass, wood fiber, isocyanurate, urethane, pertite/isocyanurate composite or phenolic 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 61, hot mopped in place Membrane: One layer of 'Ruberoid Mop FR" or "Ruberoid Mop 170 FR' (granule). 18. Dada NC Indine: 1/2 Insulation (Optional): Periite, fiber glass, wood fiber, isocyanurate, urethane, periite/isocyamrcate composite or phenolic. Base Sheet (Optional): One or more layers of Type G-2 or G-3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G-1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR", 'Ruberoid Mop FR' or "Ruberoid Mop 170 FR" (granule). 19. Dada NC Indine: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane,. perlite/isocyanurate composite or phenolic, any thickness. Base Sheet One or more plies Gi or G2, hot mopped or adhered with Karnak Chemical Co. 'No. 81' or Gibson -Homan 'No. 6160" cold applied adhesive at 1 -1/2 gal/sq• Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR' (granule), hot mopped or adhered with Karnak Chemical Co. 'No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gat/sq. 20. Dada C -15/32 Indine: 1/4 Insulation: Polyisocyanurate, any thicmess. Base Sheet: "GAFGLAS 175' (Type G2), mechanically attached. LOOK FOR MARK ON PRODUCT