Loading...
1225 NE 91 Terr (6)APPROVED: Date 1-30-02 Job Address 1225 N. E. 91 Terrace Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Elliot Pi 1 s haw Owner's Address • 1 225 N.E. 91 Terrace Miami Shores Phone 754-3111 ContractingCo.Quality Roofing Contractor, Tn1-_ Address 13800 N.W. 1st Avenue Qualifier Carlos Arozh SS# Phone 751-0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL J OOFIN) PAVING FENCE SIGN WORK DESCRIPTION Repair flat roofs. Square Ft. R epair WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F) 4hermore, I authorize the above -named contractor to do the work stated. FEES: PERMIT e f 4 ' 17t— Signature of owner and/or condo President 11•1 r • 1111 � '' MA'�aU HERNANDEZ MY COMMISSION # DD 060579 o-rl a EXPIRES 4,1:14 ES Uciober 10, 2005 ,,,,, Bonded Thru Notary Public Underwriters Notary as to O' rer and/or C My Conunission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE RADON L Z.. 3/02 91o2 ate Signature of Contractor or Owne - Builder Date 3�a .9 - Notary as to Con ctor or Owner- Builder My Commission Expires: C.C.F. Master Permit # ,13f 'c ©0 a 9 Estimated Cost (value) $ 1,800 0 0 'raY 'b� MARYLOU HERNANDQ l — � .+ MY COMMISSION # DD 060579 EXPIRES: October 10 200 P,f t4. Bonded Thru Notary Public Underwri NOTARY BOND TOTAL DUE Zoning Building Electrical Mechanical Plumbing Structural Engineer PAY TO THE ORDER OF Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/22/2002 ACH R/T 063100277 Applicant: CHRISTINA Owner: DEFENDI JOB ADDRESS: 1225 NE 91 Parcel # 1132050010240 Fees: FEE2002 -2291 FEE2002 -2292 rz BankofAmerica, ra„_r y n 7a QUALITYROOFING CONTRACTOR, INC. 13800N.W. 1ST AVENUE Cc.) /s- /_T73Oa2 MIAMI. FL 33168 -4849 (/'l7 4 Vial FOR. cn- ,f' /X A). j q / 7 ct,a.Q.c Description Building Permit Application Fee CCF Total Fees: Building Permit Permit Number: BP2002 -797 DEFENDI CHRISTINA TERR Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 - 0382 Legal Description: WATERSEDGE Permit Status: Approved Permit Expiration: 10/19/2002 Construction Value: $1,800.00 Work: REPAIR FLAT ROOFS ,-■ If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection DATE Amount $60.00 $1.20 $61.20 "OL ?L4811' 1:06300004 71: 00 L5 9 5 300 2 4 611' PB 9 -141 LOT 28 & LOT 29 LESS E15FT BLK 1 Total Fees: $61.20 Total Receipts: $0.00 Page 1 of 1 ions pertaining thereto and in strict conformity responisibility for all work done by either )lication herefor in strict compliance with all cifications that may have been submitted to es or if the plans are changed without sponsibility for a thorough knowledge of the d that he assumes responsibility for work done ti Contractor's Name: LA4L4P ROD i" Conk t T N. 'rm. Job Address: ) 2.. S �,. l � :Cr Cce e l ROOF CATEGORY • ❑ (Low Slope Application) ❑ (Nail -On Tile) 0 (Mortar -Set Tile)* O (Asphalt/Fiberglass Shingles) ❑ (Metal Roofs/Wood Shingles & Shakes) ❑ (Other) ROOF TYPE 0 New Roof 0 Re- roofing ❑ Recovering Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft — Total (ft Master Permit Exposure category (per ASCE 7 -98): ` Building Classification category (per ASCE 7 -98): fi FT FT DECK TYPE: FASTENER TYPE: ATTACHMENT SPACI FIELD: PERIMETER: CO FLORIDA BUILDING CODE — BUILDING ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) DETAIL 1&2 SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION NER: r r R PLAN FIGURE 1525 15.37 APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. EP 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed 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) 6 P 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can 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. E r 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. f, 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 interior 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. wner's/Agent's Signature Signature 5104 APPENDIX "F" 3 Date Z Contractor's Signature 1 .w , Contractor's Name: 1Y► 1. Tir ROD 1"•i, l,ortke4..6c Trtc. Job Address: ) s N. E.. q 1 c c«-e. ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof Flat Roof Area (ft ' Sloped Roof Area (ft — Total (ft Master Permit Exposure category (per ASCE 7.98): a Building Classification category (per ASCE 7 -98): 4 FT FT FLORIDA BUILDING CODE — BUILDING SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar -Set Tile)* ❑ (Metal Roofs/Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ Re- roofing ❑ Recovering /Repair ❑ Maintenance ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) DECK TYPE: FASTENER TYPE: ATTACHMENT SPACI FIELD: PERIMETER: COR DETAIL 1&2 NER: r- r r ROOF FLAN FIGURE 1525 15.37 APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. g ii ) 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed 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) 6 P 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.' 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can 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 o ption of maintaining this appearance. G� 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. fi 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. 4 wner's/Agent's Signature Date Signature 5104 APPENDIX "F" 2f 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior 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. Contractor's Signature Date 02 -14 -94 Signat a of caner Date,} S TORS FEES: PERMIT RADON r Condo P ERACI APPROVED: esi• n et Notary as to Owner and/ r rr President FICIAL OTARY SEAL yOr / a'OW .Or■4J r J � � B V J re4 t" N 9I � per. ? ( I 1 1 - 7 4 / ) 1 ? V773/ 52Nern -2" 7r 7 ) • i My Commission Expires: DAVID SMOSHER NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC314750 ** * * * * MY COMMISSION EXP. OPT 12,1991 C.C.F. Ic PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 1225 NE 91st TERRACE Job Address MIAMI SHORES, FL 33138 Tax Folio 11 3205 001 0240 Legal Description BLOCK 1, LOT 28 AND LOT 29 LESS THE EASTERLY 15 FEET, WATERSEDGE SUBDIVISION, AS RECORDED IN PLAT BOOK 9, AT PAGE 141, DADE COUNTY, FLORIDA. Owner / Lessee / Tenant SALVATORE GERACI Master Permit # 357K Owner's Address 1 225 NE 91st TERRACE, MIAMI SHORES, FL 33138 Phone305 -751 -8776 12419 NE 13th AVENUE Contracting Co. CARE SHEET METAL FLORIDA, INC. Address Qualifier ROBERT A. ZUCCARO SS# Phone 305-891-9634 State it CCCO56764 Municipal # Competency # Architect /Engineer Address Bonding Company NONE Address 11755 BISCAYNE BOULEVARD Mortgagor BARNETT BANK Address NORTH MIAMI, FL 33161 TRANSCONTINENTAL Ins COMMERCE MUTUAL NORTH MIAMI, FLORIDA 33181 Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION TEAR OFF EXISTING ROOFS AND INSTALL NEW 1 -PLY MODIFIED BITUMEN �z4t TM (DIBITEN, USA) ON FLAT AREAS AND MONIER br V ANG4.�,a.0 .�I' Sh,00TN F�A7' T!� E C S c FT wNr7tr Square Ft . 2300 TILE ON PITCHED ROOF AREA Est Cost(value)$ 852.30 700 1 -PLY MODIFIED BITUMEN ON FLAT ROOF AREAS 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 cur to ' • that al wo will be done in complianc- with all -•plicable laws regulating cons re, I authorize the abu a ame actor to do the work stat Signature of Con ctor or Owner=Builder n . ZUCCnRC Date Notary as to Contractor or Owner- Builder My Commission Expires: OFFICIAL NOTARY SEAL DAVID S MOSHER * NOTARY PUBLIC STATE OF FTt RIDA COMMISSION NO. CC314750 MY COMMISSION EXP. T,12 , NOTA_ * ** Fire Other Zoning Buildin_ 1/ Electrical Mechanical Plumbing Engineering Signature of Ow PERMIT NO. 35740 STATE OF FLORIDA: COUNTY OF DADE: SA Notary Public N; Print Notary's Name My Commission Expires: • 6. Lender's name and address: BARNETT BANK VATQ ERACI 47,1 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: NONE Amount of bond $ NONE OFFICIAL NOTARY SEA! UAVIU S MOSHER NOTARY PUBLIC STATE OF • • • COMMISSION NO. CC314750 MY COMMISSION EXP. SEPT 12,1997 NOTICE OF COMMENCEMENT TAX FOLIO NO. 11 3205 001 0240 • 94R :t 904.63 1994 FEE 24 11:03 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1 225 NE 91st TERRACE, MIAMI SHORES, FL 33138 BLOCK 1, LOT 28 AND LOT 29 LESS THE EASTERLY 15 FEET, WATERSEDGE SUBDIVISION, AS RECORDED IN PLAT BOOK 9, AT PAGE 141, DADE COUNTY, FLORIDA OFFICIAL RECORDS. 2. Description of improvement: TEAR OFF EXISTING ROOFS AND INSTALL NEW 1 —PLY MODIFIED BITUMEN ROOF ON FLAT AREAS AND NEW MONIER CONCRECTE TILE ROOF ON PITCHED AREAS. 3. Owner(s) name and address: SALVATORE GERACI 1225 NE 91st TERRACE, MIAMI SHORES, FLORIDA 33138 Interest in property: SOLE OWNER Name and address of fee simple titleholder: SALVATORE GERACI 1225 NE 91st TERRACE, MIAMI SHORES, FLORIDA 33138 4. Contractor's name and address: CARE SHEET METAL FLORIDA, INC. 12419 NE 13th AVENUE, NORTH MIAMI, FLORIDA 33161 11755 BISCAYNE BOULEVARD, NORTH MIAMI, FLORIDA 33181 7. Persons within the State of Florida designated by Owner upon whom notices or other doc:'rnents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: NONE 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: NONE • 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) Print Owners Name Sworn to and subscFibed before me this22. a day of freteiJ :,n_,; 199 . Prepared by: SALVATORE GERACI Address: 1225 NE 91st TERRACE MIAMI SHORES, FL 33138 November 30, 1993 TO WHOM IT MAY CONCERN 1. This notice is to extend the expiration date of the July 1, 1993 (sec attached) and September 9, 1993 (.se© attaohed) notices, to January 1S, 1994, unless tt now NT RMA Guideline is approved soonet. 2. 4Qs t 11 wog require storm clips under the current totters of acceptance shall have the clips iwstallcd regardless of when permit was obtained • All roofs involving nail on systems, which permits are obtained on or after Nbvamber 1, 1993, must have all eave tiles attached with storm clips. 60:14 4, Construction of any roofs, involving nail on systoms, started on or after December 1, 1993, must have all cave tiles attached with storm clips, Sincerely CDinof Charles Danger, P.E, Director Enclosures MaTROPALITAN (MOIL COUNTY, FLORIDA METRO•DAOB FLAGLER BUILOINO BUILOJNQ COOK COMruANC2 a PARtMtNT METRO•DAOE FVIOILA eU W 140 WEST AVOW emE T MIAMI, PLOAIOA 33130.1663 FAX (31) 376.190 • P. 12 NO.259 1302 PERMIT NO. 35740 STATE OF FLORIDA: COUNTY OF DADE: Amount of bond $ NONE 6. Lender's name and address: Signature of Ow Notary Public /f Print Notary's Name THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1 225 NE 91 st TERRACE, MIAMI SHORES, FL 331 38 BLOCK 1, LOT 28 AND LOT 29 LESS THE EASTERLY 15 FEET, WATERSEDGE SUBDIVISION, AS RECORDED IN PLAT BOOK 9, AT PAGE 141, DADE COUNTY, FLORIDA OFFICIAL RECORDS. 2. Description of improvement: TEAR OFF EXISTING ROOFS AND INSTALI, NEW 1 —PLY MODIFIED BITUMEN ROOF ON FLAT AREAS AND NEW MONIER CONCRECTE T]: LE ROOF ON PITCHED AREAS. 3. Owner(s) name and address: SALVATORE GERACI • 1225 NE 91st TERRACE, MIAMI SHORES, FLORIDA 33138 Interest in property: SOLE OWNER Name and address of fee simple titleholder: SALVATORE GERACI 1225 NE 91st TERRACE, MIAMI SHORES, FLORIDA 33138 4. Contractor's name and address: CARE SHEET METAL FLORIDA, INC. 12419 NE 13th AVENUE, NORTH MIAMI, FLORIDA 33161 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: NONE 7. Persons within the State of Florida designated by Owner upon whom notices or other docl »rnents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: NONE 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: NONE 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) SA VATQ My Commission Expires: . e. • BARNETT BANK ERACI CfFFICIAL NOTARY SEA! VAVID S MOSHER NOTARY PUBLIC STATF OF FLORIDA. COMMISSION NO. CC314750 MY COMMISSION EXP. SEPT 12 1997 NOTICE OF COMMENCEMENT TAX FOLIO NO. 1 1 3205 001 0240 Print Owners Name Sworn to and subs gibed before me this22,a day of F64se:ign,;, 19 9 9 . 94R :1 90463 1994 FEB 24 11:03 11755 BISCAYNE BOULEVARD, NORTH MIAMI, FLORIDA 33181 Prepared by: SALVATORE GERACI Address: 1225 NE 91st TERRACE MIAMI SHORES, FL 33138 PIONEER ROOFING 923 2677 P. 03 1993 • roved Tile Mfg.. D: Ent_ rn Ronf Ti„l1 I 1. Estate 2. Skandia . The tile shall be instilled on a solid unable deck of 51" thick plywood for all new construction or to 1/2" plywood deck on re- roofing i J. 1 1 The nailable deck shall be covered with a 030 ?yip II (ASTht 226) anchor sheet .maintaining a 4" overlap and tin 12" o.c. except 6" o.4. at the laps. Over this, a No. 90 Mineral surface roll roofing shall be fully hot- mopped with nominal 2" laps with the concealed edge of lap tin - capped 12" o.c. except at the valley fiashiag. I The galvanized steel strip shall be nailed over the R O'anchor sheet a® 4" - o.c. and over lapped for 5 ". When required Prior to the installation`of tie tile, a formed 0.019 thick steel bird stop 'shall be installed at the eave, which shall be bedded in mastic to the membrane and hand • nailed to the roof 11" o.c. and near each end. , The tile, maintaining a ,3 head lap, shall be atta4ed with two 10d plated steel gun ntils ' o c applied to the i 90 ll roofing, at nail penetrations. per tile over a bed of roofia, mash pp � � i i The cave tile, in addition to the 240d nails, shall:be attached with formed steel grip clips ailbe (refer to I- ifedle Catalog Page 22) centered 4 314' from Od galvanized ste= hand drives 0.043" thick by 1/2" wide, gaivanized steel, attache n to the nail located 1" from the 90 bead in the clip. The clip shall be inbed in mastic app roofing, at the nail location. : i I The to Hurricane Andrew, this office has been 'i fated with requests for botla new. and renewals, which has caused a large back log responding in a timely =am= with p • i an official Notice of Acceptance. 1 I During this interim period, please. accept this letter in allowinS these tile systems to be Installed until October 30, 1993. ; I ' yours, GlI Diamon j Product Control Division Supervisor s , i t GD:co j 1 • PAGE2 ' ; , ' . . . • . _..• . .... .6...-_... • •_._ .... • . a IVfETROPOLITAN DADE COI..ITY, FLORIDA METRODADE MN Chairman l6•nnan S. Ili,rthmr S ire•Chairman IL.O. bitterer .Slember! Ronald rtger J,aues Aria Gentile 1leriltt Mamas ,%1. Rhu'k Lawrence A. Darsurl Ti d Irridi., Q.Y.ar Ibelaua, Jultn Cidpini Eduardo Comet Jorge de la li,rrienre 11. Carlton Decker Arnold Goldman Richard Al. Hatton U Lodi Jalu, Lbullrran, Steven Lowe Jnteph Sldkher. Sr. Janie, /'.,tier 1n Uiani Riley An,u,ndn Al. RI :a 77uu,tns Unerba k .l(%red 113•iibnMl Rudy II'itham Bann! Can>;ullani Iol l'inotina Stull Charles Danger Sande 'reload Gil Dh v Monier Roof 135 N.W. 20 Boca Raton, Your application for Product Approval of r Son e • Ro oE Ti1e For pirect Nailing under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by p1iCs1IL1R,T alg— sti.th r01'14rt by `7 • E aren_man Cons It inq_En ag.ra, Inc t_ ted 4-'191 cQnsLruction BeJaarch Taf.borat9TTY, liL. t 114990_��ted 6 5 - 84. incls:dind cary_Ros21....Ille Spec,Lfication3 has been accepted by Product Control under the Specific Conditions set forth on pages 2 and the Standard Conditions on Page 3 ACCEPTANCE APPROVED EXPIRES PQ,QUCT Ti].e Stret Fl. 33431. No-: 9 2 - •.LQ92 .6 ( --_ ( 2 t April 134 1995 �. * * PLEASE. E* * THIS IS T11E CQ3.lSHEE SEE .TIQNl I'AQES_OR SPEC.X IC AND GmNERAL CONQT PION$ BOA$D OF BVLE N APP.EAS NOTICE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: April 13. Ina__ CONTRA NOTICE OF ACCEPTANCE A 7s- , METRO-DADE CENTER eoARD OF RUI.Es AND APPEALS SUITE 10t0 111 N.W. let STREET MIAMI. FLORIDA 33126.1014 (305) 375.2091 /445ll Gil Diamond, P. Product Control Division Supervisor (305) 375 -2612 C ar es Danger, P.I. Secretary Metropolitan Dade County Board of Rules and Appeals 2 d I.'J 6t':0 266T '8 '21dd 17262._ Cot' ',f :1:I.L Uf1H1 IJ el31N041 : I•IOdJ Monier__Rpof �i1 _. ACCEPTANCE No.: APPROVED 1. April 13. 1992 1. This approves Vanguard 11 Flat concrete roof tile for a direct nail -on system on a minimum roof slope of 4" in 12 ". This direct nail -on system shall be limited to installations of 75 feet above existing grade. 2. Specifications! Vanguard II Flat concrete tile is 16 1/2" long by 13 1 /0" wide and 1 1 /0" in thickness at the butt end. Each tile has 1 3/0" interlocking side lap. The average weight of a tile is 12 1/2 pounds. 3. Installation: Each tile is attached, to a fully sheathed 19/32" or 5/0" thick sheathing grade plywood deck covered with a 43 pound asphalt impregnated felt, with two 1Od common hot dip galvanized steel nails. The nails are driven through the 3/16" diameter nail holes to within 1/16" of the surface. Each course of tile is installed utilizing a 3" head lap. 4. Mataity Control The manufacturer shall retain the services of an independent testing laboratory to maintain quality control. Test shall be performed on a minimum of five tiles during production of domestic tile for strength according to Section 3403 of the South Florida Building Code and for moisture absorption according ASTM C -4. Test samples shall be selected by a laboratory according to ASTM D-3665-82. Results shall bo submitted to Dade County Product Control Section every ninety days. Test reports shall bear a description of the tile by material and color, i.e. clay, red. 2 d I PJ OS :8 17_66T'8 *JdO NOTICE OF =MANCF : SPECIFIC CONDITION -2- 1'26 28t' cri :171 EXPIRES a A 1- 3. 1993 (2/ 'J.l Diamond, P. Product Control Division Supervisor C11lhl JA d31 PIOI4 : I•JOc1J Monier Roof Tile 5. Ma„r, i ngJ All tiles shall bear the imprint of the manufacturer's name and tile designation, i.e. Vanguard II Flat, to permit identification in the field. 6. This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone, in accordance with Chapter 23, Sub - section 2309.2 (b) of the South Florida Building Code. 7. This renewal supersedes Notice of Acceptance No. *00-0922.2 dated December 12, 1980. h d W3 Tf.;:3 £66I'3 'Jd!l ACCEPTANCE No.: 92- 1002.6 (91) APPROVED : April 13. 1992 , EXPIRES _._.Apr.1 11, X925 — 1OTIC OF ACCEP9; AT1 ('F.: SPEC 7,FIS',, DITIOILS - 2a- Gil Diamond, P. Product Control Division Supervisor 0262_ alh : ;[_�� :X71 anlil id d7 I hlOW : l -IOJJ METROPOLITAN DADE CO .TY, FLORIDA Chairman Ht't'n in S. 1litnit111.• {it e•C7u►Irltal►l /MO. l..n titer .1leuthen 11 1d .1 Jun :Irlu.r Gm axe Merlin %7 s .1/. !Huck lanrenee :1. llur.dcl 1 ;•,1 IIrhII.� Otrur Ilremn . John [•sailor Jorge 414. ht !.rrleure / 1. Ca than Decker .I r.tohl Goldman RIe/wn/ .1 /. //orlon Male/ Lewis John 1.indc►rmu Sie w L,u•t' Ju.trplt Alakltt'r. Sr. J x Poaver 111111am Haag .Armando At Ri;n %7 ttttt Um rlyu•k .I l/sed 11 ;4 .bend Rudy 11'lllitaa.. Hoorn ComullmU J. Jut Pi.t►orllut Staff chart., 1)„ ttq,.t. Sund•• tIi i,u. h Gil Mammal d I. J TS:O £6r,T 's3 -3- • • kao, /111 :l"' "y METRO -DADE CENTER BOARD OF RULER AND APPEALS SUITE 1010 111 N.W. 131 STREET MIAMI. FLORIDA :19120.1074 1305) 975.2001 (305) 375 - 2612 NQTxS:D.O..•AQCEIT11NCE : STANDARDCONDITI(?N 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or, process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shalt be grounds for' re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The . prints need not.be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. 1 Diamond, roduct Control Division Supervisor t�Efi1_ =,uh L1 :1D1 anal l: l aJ 1 NOl i : WOW PERMIT SUBMITTAL : 1oNI ,.. giiVI ROOF TILE ER DAB Fah. 23 , I ciG4 Contractor Name 0_,C91/7 ' heed Me 1 F I((v I do 1_ n C., • Address (24101 ME. 1DTh AlJE tJ ,t\!. 01AM9 Fl 3)(oi' Phone 305 c'i 19 (Q ,5 Tile Profile Flat (Slate, Broomswept, Shake and Country Shake) IIII Spanish "S" (l Villa, Roll MI Bermuda Flat (Mortar -Set Only) (l Mission "S" on Mission Barrel (Mortar -Set Only; Tile Attachment Mechanically Fastened ® Mortar -Set Underlayment System System 1- Single -Ply Unsealed System (Note: For use with Flat, Villa, Roll and Mission "S" tile profiles only). System 2 - Single -Ply Sealed System (Note: For use with Flat, Villa, Roll, Mission "S" and Spanish "S" tile profiles only) System 3 -'Rvo -Ply Sealed System (30/90 Hot Mop) (Note: For use with all tile profiles utilizing the mortar -set system and for Flat, Villa, Roll, Mission "S" and Spanish "S" tile utilizing the mechanically fastened system). 0 1992 Maria Roof Tile, Inc. Roof Slope Field Nailing Eave Course Perimeter" 3:12 up to & Inc. 12:12 nail every file nail and dip' nail every tile over 12:12 nail & clip' nail & clip' nail &clip' Roof Slope Field Nailing Eave Course Perimeter'• All Pitches nail and clip' nail and clip' nail and dip' Roof Slope Field Nailing Eave Course Perimeter" All Pitches 2 nails & dip 2 nulls & dip 2 nails & dip Qi9 ISSUE DATE: APRIL 1, 1991 SOUD SHEATHING METHOD IN HIGH WIND & HURRICANE AREAS INSTALLATION PROCEDURES FOR MAXIMUM WIND VELOCITY UP TO 80 MPH ROOF HEIGHTS NOT EXCEEDING 40 FEET (see note) Schedule "A" fu NAILING AND BATTEN REQUIREMENTS INSTALLATION PROCEDURES FOR MAXIMUM WIND VELOCITY EXCEEDING 80 MPH UP TO & INCLUDING 110 MPH ROOF HEIGHTS NOT EXCEEDING 40 FEET (see note) Schedule "B" ' Note: The use of two nails pet Mlle Is an altemottve method of installa- tion to a nail and cap far schedule A and "B" ant's( Note: Perimeter nailing areas Include three toe courses but not less than 36 inches from either side of hips. ridges and 8dges eaves. gable rakes and maior rod p otrusbro. NOTES: In Dade and &oward Counties only: 1. Direct Deck Tile Applications a) 2 -10d nails per tide on 15" plywood Is acceptable up to 35 feet above grade. b) 2 -10d nails per tile on 44" plywood Is acceptable up to 75 feet above grade. 2. Batten and Tile Applications a) For batten installation use 8d nails 18" ro 24" on center. b) Faille use 1 -12d nail and one Monier hurricane/ storm dip per tile. acceptable up to 55 feet above grade. SALES OFFICES: ARIZONA Phoenb( 602/269 -2288 CALIFORNIA Corona 714/737 -3888 Stockton 209/982 -1473 FLORIDA Ft. Lauderdale 305/485 -9940 Lakeland 813/665 -3316 HAWAII Ewa Beach 808/682-4523 MONIER ROOF TILE MARYLAND Baltimore 301/335 -8822 NEVADA Henderson 702/564 -8453 GENERAL OFFICE: PQ BOX 5567. ORANGE. CALIFORNIA 92613.5561.714!150.5366 INSTALLATION PROCEDURES FOR MAXIMUM WIND `''" OCITY EXCEEDING 80 MPH UP TO & INCLUDING 120 MPH ROOF HEIGHTS EXCEEDING 40 FEET Schedule "C" NOTES: 1, All tiles shall be attached In accordance with the Building Code or as set forth above. whichever is more restrictive. GENERAL REQUIREMENTS: 1. The heads of all field tile shoU be nailed with minimum hot - dipped galvanized or approved equal as Indicated below: Schedule "A" —one 10d nail or two 10d nails as required. Schedule "B" —one 12d or two 10d nails as required. Schedule "C" —two 10d nails. 2. The noses of all eave course tiles shall be fastened with a nail and a Monier storrn/hurricane clip 3. All perimeter courses. where required in the above charts. shall be fastened with a nail and a Monier storm/hurricane dip 4. All raise files shall be nailed with two 10D minimum hot - dipped galvanized or approved equal. 5. The nose of all ridge, hip and raise tiles shall be set In a bead of approved roofers mastic. (Not required for sealed systems) • 6. Those pieces of tile too small to nail In the hip and/or valley areas should be set in approved construction adhesiyes/mastic and/or wired. 7. The Installed weight of the concrete tiles must be a minimum of 9 pounds per tile. 8. For slopes exceeding 7:12 battens are required OREGON Salem 503/363 -3500 TEXAS Dallas 214/299 -5233 WASHINGTON beano 206/581-3666 CANADA Surrey. ac. 604/888 -2998 Ate o.c"dwao.rgs So.uraiw. macro, Maw swami tugo..r r m0 gu Mrr (MOW AlOall""Ip b Mr W 1 rtl71 a M ammo! aremia prmaiconrcocat toorpcaloacm1 u MONIER SPANISH "S" TILE Installation Specifications These specifications are designed u a manageable guide to be used by roofing contractor. Installers and code officials. Architectural format specifications are available upon request for the requirements of specific projects Requirements of building code(s) applicable to the area of installation may differ from the information herein and should take precedence over these specifications. (Please contact Monier's Customer Service Department for the Installation Guide showing recommended drawings and detail for tile and felt application.) , MATERIALS Tiles 1. Spanish 'S - Portland cement color- through concrete tile manufactured by Monier Roof Tile. 2. Tile fixtures - Hip, ridge and rake. 3. Surface finish - Smooth or broomsvept. 4. Approximate weight - 8.75 lbs. each. 920 lb. per square (2 headlap) - not including mortar when installed. 5. Tile meet or exceed all waterproof requirements for absorption and permeability u well as break strength and freeze thaw requirements Underlayments Single-ply system. Note: Minimum underlayment recommendations are listed below. Check with local codes for local requirements 1. Organic Type I commonly called 43# base sheet. - OR - 2. 74# mineral surface soh roofing felt commonly called 90#. Two -ply system 1. Organic Type II Commonly called (No. 30) or (30 #) asphalt felt, and 74# mineral surface roll roofing felt commonly called 90#. Membranes 1. Organic - Asphalt impregnated cotton membrane, min. 3' wide. Conforming to ASTM D -173. 2. Inorganic - Asphalt impregnated fiberglass membrane, min. 3' wide. Conforming to ASTM D -1668. Nails 1. For tiles, tile futures, hurricane clips and hip milers - corrosion resistant min. hot dipped galvanized or approval equal 2. For standard roof deck (felt and flachings) -min. 3/4' galvanized roofing nails. Metal }lashings Min. 26 gauge galvanized G -90 coated, corrosion resistant conforming to ASTM A•25 and A -90 or approved equal. Mortar, Coloring Compound For the purpose of bedding field tile, hip, ridge, rake and for pointing valley areas, wall bases and roof protrusions. A. Components. 1. Blended high strength masonry cement Type M conforming to ASTM C-91. 2. Portland cement - Type I, conforming to ASTM C -150. 3. Masonry cement - Type M, conforming to ASTM C -91. 4. Sand - uniformly graded, clean and free from organic materials, conforming to ASTM C -144. B. Mires - Type 'M' mortar, conforming to ASTM C -270 (24/4 to 1 sand/cement ratio). 1. Blend high strength masonry cement with sand until desired mix ratio is achieved. Lumber - Oil - 2. Blend equal portions of Portland and masonry cements, with sand until desired ma ratio is achieved. C. Integral color-fast synthetic oxides to match tile color. Eave Closure 1. Prefabricated 13DPM synthetic rubber con- forming to ASTM C-10S6 • 2. Mortar for use with mineral indent roll roofing felt only (color optional). Adhesive/Sealant/Coating 1. Asphalt plastic root cement - nonroanthti heavy body material composed of asphalt and other mineral inpedienes conforming to ASTM C -2822, Type IL 2. Cold process liquid roof coating conforming to ASTM D -3019, Type IL 3. Structural bonding adhesive cooforming to ASTM C-557 or D-3498. 4. Hot steep asphalt conforming to ASTM D-312. 5. Acrylic sealer for pointing exposed mortar • (optional)• 1. Sheathing - material to conform to APA min. standards for min. 1/2' plywood. 2. Wood nailed - pressure treated in accordance with local code requirements Felt System 2 - Single -ply sealed system. 1. Nail or staple drip edge metal along cave and directly on top of roof deck. Fasten 6' O.C. within 1R' of inside edge. Lap all joints min. 3' and terminate min. 4' up gable ends. Seal along top edge covering all nail penetrations with plastic roc cement. After felt is completed continue up gable ends in same manner. 2. Apply full width roll min. type 43 asphalt coated roofing felt down center of valley areas. Secure fet at edges using tin -tags or cap nails max. 24' O.C. 3. Cover roof deck with min. type 43 asphalt coated roofing felt. Secure using tin -tap or cap nails 12' O.C. along headlap. 4. Seal along top edge of felt covering all nail pene- trations with plastic roof cement or approved adhesive. S. Lap each course min. 2'. lip end joints and hip and ridge min. 6' and seal with plastic roof amen Weave felt through valley areas. (See T11a Application Section and/or Installation Guide for options with cave detail) • 6. Install standard roll flashing or similar with min. 2-1/2' center dlverter min. 16' wide down center c valley area. Nail within 1' of metal edges mess 6' O.C. Lap joints min. 6' and apply plastic roof cement beams laps. extend beyond fascia se required and seal along metal edges, covering all nail panetradoes with plastic tool cement and membrane. 7. Install 'L' type metal flush to ban of walls and roof deck ova: min. type 43 felt. Nail 6' O.C. lapping joints min. 4' and apply plastic roof cement between lap. Secure wall flange m metal to at deck flange, waxing all nail penetrants with plastic rod cement and membrane. (Lead counter flashing may be dared down onto the min. 4' at wall apron in addition to 'L' type fleshing) 8. Appiypissde rod cement around base d pipes, turbines, vents, ate pilot to nailing and sealing mit ban fleshing to roofing felt. Sears with nor cover all nail penetrations with plastic cement an membsae- System 3 - Svo-ply sealed system (consmaab called 3W90). 1. Cover roof deck with min. type 30 saturated roofing felt. Secure using tin-tap or am nails mar. 12' O.C. In fled and along badlaps (ionl codes prevail). 2. Lap each Douse min. 2' and end joints 4'. Lap hip and ridge mid 6' and weave felt through valley stead 3. Nail or stspk drip edge metal directly on top of type 30 felt. Pesten ma 6' O.C. within 1/2' of inside edg. Continue up gable ends lapping joins min. 3'. 4. Install standard roll flashing min. 16' wide dawn center of valley areas. Nail within 1' of metal fill small voids between tile and wall and to provide consistent line along wuU. Point to match tile contour. 9. Roof Protrusions - Cut tile to accommodate all roof penetrations and fill all voids with mortar. Point to match tile surface. 10. Acrylic Sealer (optional) - Apply to exposed mortar u required. 11. The Replacement a) Pull removal - break out damaged tile and arising mortar. Repair underlayment if necessary. Sat replacement tile in new mortar bed. Ptobibit any roof traffic for min. 72 hours. b) Tile removal Daly (small areas only) - break out damaged roof the and brush dean existing mortar bed. Apply min. one sq. inch of approved adhesive onto existing bed. Immediately set replacement tile in place. e) Individual loose tile - elevate loose tile and apply min. 3/11 wide bead of approved adhesive on head of tile in course below. 1mm.4; -t ty set loose tile down into adhesive. 12. Roof trafficking -When absolutely necessary to traverse roof, walk on the tile beadlap (overlap) in a horizontal or diagonal fashion. Refrain from vertical movement where posstlle. U MONIER MISSION BARREL TILE Installation Specifications These specifications are designed as a manageable guide to be used by roofing contractors, installers and code officials. Architectural format ' specifications are available upon request for the requirements of specific projects. Requirements of building code(s) applicable to the area of installation may differ from the information herein and should take precedence over these specifications. (Please contact Monier's Customer Service Depanment for the Installatioa Guide showing recommended do wings and detail for tile and felt application.) Tiles 1. Mission Barrel - Portland cement color through concrete tile manufactured by Monier Roof Tile, Inc. 2. Tile fuaures - Hip, ridge and rake (same u Mission Barrel field tile). 3. Surface finish - Smooth or broomswept. 4. Approximate weight - 73 lbs. each. 1,050 lbs. per square (2 1/2' headlap) - not including mortar when installed. 5. The meet or exceed W waterproof requirements for absorption and permeability u well as break strength and freeze thaw requirements. Underlayments Note: Minimum underlayment recommendations are listed below. Check with local codes for local requirements. Two -ply system. 1. Organic Type II Commonly called (No. 30) or (309) asphalt felt, and 749 mineral surface roll roofing felt commonly called 909. Membranes 1. Organic - Asphalt impregnated cotton membrane, min. 3' wide. Conforming to ASM D -173. 2. Inorganic • Asphalt impregnated fiberglass membrane, min. 3' wide. Conforming to ASTM D -1668. Nails 1. For tiles, tile fixtures, hurricane clips and hip milers - corrosion resistant min. hot dipped galvanized or approval equal 2. For standard roof deck (felt and flasbinp) -min. 3/4' galvanized roofing nails. Metal Flashinga Min. 26 pugs galvanized G -90 coated, mrrosioa resistant conforming to ASTM A525 and A -90 or approved equal. Mortar, Coloring Compound For the purpose of bedding field tile, hip, ridge, rake and for pointing valley areas, wail bases and roof protrusions. A. Components. 1. Blended high strength masonry cement -Type M conforming to ASTM C.91. 2. Portland cement - Type I, conforming to ASTM 4150. 3. Masonry cement - Type M, conforming to ASTM C-91. 4. Sand - uniformly graded, dean and free from organic materials, conforming to ASTM C-144. B. Mixes - That 'M' mortar, =forming to ASTM C -270 (2 -1/4 to 1 sand/cement ratio). 1. Blend high strength masonry earnest with sand until desired mix ratio is achieved. 6. Apply plastic roof cement around base of pipes, OR - turbines, vents, etc. prior to nailing and sealing unit bans flashing to roofing felt 7. Cove type 30 felt and metal tlashinp with min. 74 iniessal =does roll moans felt (commonly mild 90 b. felt) is ha asphalt or appeased egad so that no fait couches felt Berkman using de.*ap as cap nails max. 12' O.C. 2. Blend equal portions of Portland and masonry cements, with sand until desired mix ratio la achieved. C. Integral color -fast synthetic o ddes to match tics color. Eave Closure 1. Prefabricated EDPM synthetic rubber con- forming to ASTM C-1056. 2. Mortar for use with mineral swfaoe toll roofing felt only (color optional). Adhesive/Sealant/Coating 1. Asphalt plastic roof cement - noosunning, heavy body material composed of asphalt and other mineral ingredients conforming to ASTM C-222, • Type IL 2. Cold process liquid roof coating conforming to ASTM D -3019, Tips IL 3. Structural bonding adhesive =farming to ASTM Cd57 or D-3498. 4. Hot steep asphalt conforming to ASTM D312. 5. Acrylic sealer for pointing unposed mortar (optional} • Lumber 1. Sheathing - material to conform to APA min. standards for rain. 1/2' plywood. 2. Wood nailed - proud treated in acootdance with local code requirements. Felt System 3 -'lino -ply sealed system (commonly called 34/90). 1. Cover roof deck with min. type 30 saturated roofing felt Secure using tin -tap or cap nails max. 12' O.C. in field and along headlaps (local coda prevail). 2. Lap each course min. 2' and end joints 4'. Lap hip and ridge min. 6' and weave felt through valley areas. 3. Nail or staple drip edge metal directly on top of type 30 felt. Fasten max. 6' O.C. within 1/2' of inside edge. Continue up gable ends lapping joints min. 3'. 4. Install standard roll flashing min. 16' wide down center of valley areas. Nail within 1' of metal edges max. 6' O.C. Lap joints min. 6' and extend beyond fascia as required. 5 IatW 'L' type metal flusb to base of walls and root deck over type 30 felt Nail 6' O.C. lapping joints min. 4' and apply plastic roof cement between laps. Seal along top edge of venial flange, cousing-all nail penetrations with plastic roof cement and membrane. (Flashing at apron dwaWdtimney may be installed after type 74 mineral sudace felt (90 lb. felt)). 8. . Lap each come min. 2'. Lap end joints and hip and ridge min. 6'. Weave felt through valley TILE APPLICATION (ratomassadd for min. code required roof pitch and gnats:) It is sot recommended in areas subject to fressMhaw. 1. Roof shall be dean, smooth and dry. 2. Avoid stacking tiles on roof whits, could endanger stability of structure; distribute sods uniformy. 3. Layout rod using horizontal and vortical chalk lines an felt p ' I l and at right angles to emu line to guide tie installation. Hodaontal should be madee at appsadmatdy 131/2' lamas= maintaining a tie head of 21/2'. Psposd lengths of ioaalled Wes should ant awned 1/4' beyond average. Veni- al; should be manned at appaasimatsy 13-1/2' in field areas. 4. Ban Treatment - Seeet rubber at mortar donne. a. Robber dooms • scars mu. 1/2' from roof edge for min. 3/4' tilt overhang using sans max. 12' O.0 and long enough to penetrate through deck min. 3/4'. Install one section at a dune, prior to tie instaiWion to determine correct alignment by using notches provided in dosage. b. Mortar closure (color optional) - special attention should be made to raw materials and amount of °aide used in mortar mixing in order to match tile u MONIER FLAT BERMUDA SHINGLE TILE Installation Specifications These specifications are designed u a manageable guide to be used by roofing contractors.'installea and code officials. Architectural format specifications are available upon request for the requirements of specific projects. Requirements of building code(s) applicable to the area of installation may differ from tba information herein and should take precedence war these specifications. (Please contact Monier's Customer Service Department for the Installation Guide showing recommended drawings and detail for tile and felt application.) MATERIALS Tiles 1. Flat Bermuda Shingle • Portland cement color - through concrete tile manufactured by Monier Roof Tile. 2. Tile funures • Hip, ridge, half and full starters and finishers. 3. Surface finish - Smooth or broomswept. 4. Approximate weight - 7.0 lbs. each. 8401bs. per square (2' headlap) - not including mortar when installed. 5. Tile meet or exceed all waterproof requirements for absorption and permeability as well as break strength and freeze thaw requirements. Underlayments Note: Minimum underlayment recommendations are listed below. Check with local coda for load requirements. Two-ply system. 1. Organic Type II Commonly called (No- 30) or (30 #) asphalt felt, and 74# mineral surface roll roofing felt commonly ailed 90#. Membranes 1. Organic - Asphalt impregnated cotton membrane, min. 3' wide. Conforming to ASIM D -173. 2. Inorpnic - Asphalt impregnated fiberglass membrane, min. 3' wide. Conforming to ASIM D- 1668. Nails 1. For tiles, tile fixtures, hurricane clips and hip milers- corrosion resistant min. hot dipped galvanized or approval equal. 2. For standard roof deck (felt and flashings) -min. 3/4' galvanized roofing nails. Metal Flashinps Min. 26 gauge galvanized G-90 coated, corrosion resistant conforming to ASIM A-525 and A -90 or approved equal Mortar, Coloring Compound For the purpose of bedding field tile, hip, ridge, rake and for pointing valley areas, wall bases and roof protrusions. A. Components. 1. Blended high strength masonry cement -1)r M conforming to ASIM 491. 2. Portland cement - Type I, conforming to ASTM C450. 3. Masonry cement • Type M, conforming to ASTM C -91. 4. Sand - uniformly graded, clean and free from organic materials, conforming to ASTM C-144. B. Mixes - Type 'M' mortar, conforming to ASTM C-270 (2 -1H to 1 sand/cemsmt ratio). 1. Blend high strength masooty cement with sand until desired ma ratio is achieved. - OR - 2. Blend equal portions of Portland and mammy cements, with sand until desired mix ratio is achieved. C. Integral color -fast synthetic sodas to match tile color. Eave Closure NOTE: Pre - manufactured thieltbutt tab is most commonly used as an ea= dame with Flat Bermuda Shingle tile. 1. Thickbutt tile - Manufactured tit with 1 -1/2' thidmess to the save edged the tile. 2. Prefabricated BDPM synthetic robber eon - forming to ASIM C-1056. 3. Metal - Min. 26 gauge plvanixed 0-90 coated, corrosion resistant conforming to ASIM A,525 and A-90 or approved equal. 4. Mortar for use with mineral wham roll roods$ felt only (color optional). Adhesive/Sealant/Coating 1. Asphalt plastic root cement- aonrunning, heavy body material composed of asphalt and other mineral ingredients 000foeming to ASTM C-2822, Tyree IL 2. Cold process liquid rod coating comfcaming to ASTM D -3019, Type R 3. Structural bonding adhesive oomforming to ASTM C-557 or D -3498. 4. Hot steep asphalt conforming to ASTM D -312. 5. Acrylic sealer for pointing exposed mortar (optional). Lumber 1. Sheathing - material to conform to APA min. standards for min. 1/2' plywood. 2. Wood nailer' - pressure treated in accordance with local code requirements. Felt System 3 -'[ivo -ply sealed system (commonly called 30/90). 1. Cover roof deck with min. type 30 saturated roofing felt. Secure using tin-tap or cap nails mu. 12' O.C. in field and along headlaps (local codes prevail). 2. Lap each course min. 2' and end joints 4'. Lap hip and ridge min. 6' and weave felt through valley areas. 3. Nail or staple drip edge metal di:eetly on top of type 30 felt. Fasten max. 6' O.C. within 1/2' of inside edge. Continue up Sable ends lapping joints min. 3'. 4. Install standard roll flashing min. 16' wide down canter d valley areas. Nail within 1' of metal edges matt. 6' O.C. Lap joints min. 6' and extend beyond fascia as required. 5 Install 'L' type metal flush to boas dwells and root deck over type 30 felt. Nail 6' O.C. lapping joints min. 4' and apply plastic root cameat between laps. Seal along top edge otvsrdeal Osage, covering. W nail peastradoos with plastic roof cement and membs os. (Plashing at apron of wW/rbimnsy may be iamalled after type 74 mineral swims felt (90 Ib. felt)). 6. Apply plastic =claimant around bass of pipes, turbines, vents, atm prior to nailing and sealing unit bass fleshing to roofing felt 7. Cover type 30 felt and metal Cashing; with min. type 74 mineral sudaoe roll roofing felt (commonly called 90 lb. felt) in bot asphalt or approved equal so that no felt toucbes felt. Bac acing tin -tap or cap nails max. 17 O.0 8. Lap each courts min. r. Lap cad joints and hip and ridge min. 6'. Weave felt tbeough valley area TILE APPLICATION )is not tsoommeoded io ceps mbjea to L Rod shall be dam, smooth and hey. 2. Avoid stacking tiles on rootwhicb could eadenge. stability of distribute gads uniformly. 3. Layout roof using horizontal chalk lines mallet to caw line to guilds tile installation Mark at 14' ed increments a tiles m d r. exposed lengths earned iM beyond average. 4. Install thidtbutt tile along caw line overhanging roof edge using guiding lip provided. Starting at lower left comer (facing down root) set tiles in m 10' length mason trowel full of type 'M' mortar placed vertically under right side of tile (with poi of trowel facing up rod - recommended not mandatory). Position mortar from head of tile ir. 10' MASON TROWEL FULL OF TYPE 'M' MORTAR FASCIA BOARD (EPOM). PREFABRICATED CLOSURE NAILED THROUGH PLASTIC ROOF CEMENT OR INTO APPROVED ADHESIVE g0# MINERAL SURFACE ROOFING FELT WEEPHOLE 51. TILE k MORTAR PLACEMENT- SPANISH 'S' TILE NAIL HERE THROUGH PLASTIC ROOF CEMENT (WHEN ADDITIONAL NAILR. IS REQUIRED BY CODE) ROLLED RAKE TILE (SPANISH 'S' CUTS) HEAOLAP BARGE BOARD SECURE WITH 2 CORROSION RESISTANT NAILS POINT -UP WITH COLORED MORTAR TO MATCH TILE SURFACE / MORTAR BED FOR COVER TILE PAN WEEPHOLE COVER METAL EAVE GRIP POINT -UP MORTAR BED FASCIA BOARD 57. TILE AND MORTAR PLACEMENT - BARREL TILE 2X4 ON EDGE (WHEN REQUIRED FOR STEEP ROOF PITCHES) NAIL FIRST PAN HERI (WHEN A001TIONAL NAILING IS REQUIRED BY COOE) 10' MASON TROWEL FULL OF MORTAR NAIL COVER HERE (WHEN REQUIRED) FASCIA BOARD METAL SAVE DRIP 10' MASON TROWEL FULL OF TYPE "M' MORTAR BARGE BOARD POINTED -UP MORTAR BED (WHEN USING NO RAKE FIXTURES - FLAT TILE ONLY) SAW - CUT HALF TILE 63. MORTAR PLACEMENT - MORTAR -SET INSTALLATION - VANGUARD II FLAT TILE FASCIA BOARD 66. MORTAR PLACEMENT - VANGUARD ROLL TILE 90# MINERAL SURFACE ROOFING FELT 10' MASON TROWEL FULL OF TYPE N MORTAR NAIL THROUGH PLASTIC ROOF CEMENT (WHEN ADDITIONAL NAILING IS REQUIRED BY COOE) BARGE BOARD NOTE: MORTAR SHALL NOT REACH ONTO THE HEAD OF TILE IN PREVIOUS COURSE OR ONTO UNOERLOCK OF ADJACENT TILE. HEADLAP METAL SAVE DRIP IO' MASON TROWEL FULL OF TYPE 'M' MORTAR THICKBUTT TILE NOTE: MORTAR CONTACT IS MADE WITH 3 TILES FASCIA BOARD . 42. 'TILE k MORTAR PLACEMENT -FLAT TILE . THE HEAD OF ONE TTL 2. THE UNOERLOCK SIDE A SECOND TILE 3. THE UNDERSIDE CF THE TILE BEING SET BARGE BOARD SAWCUT HALF TILE POINTED -UP MORTAR BED NAIL HERE THROUGH PLAS ROOF CEMENT (WHEN REQUIRE BY COOE) true Memo � :.1,». A� � .� Pose Inind Fax (,(y :,�.,....- ._........... l ....'..• i t n...N_�M It... ...•,.%. • 1 4..1 .l .•.• A. •• . ..a• • !.• • ••• •...M./.rI..MY..•.• •1•••• •••. IMr•..Mx»Wm:YYmlialio~IN • WOO • _f1 1 t�1M� • �,e Morons f ..._,.. ... .•..•...... .,n...•.w,..�..•........m.r... .....w en' -- •. •• ..�rrr•w r....•....w. �..r61rwrrv. . 1 j .:..» - ,;.. l ..rw,..•...w. - .0.0044. *U .vU.. ..1.1. • ...a ... 4 ^ l.0.wr..w.N.r. rue •r w E ■.... ......n.. «. •.a.... ...•. ,■....p... ....,... .•...,, •.n.•,....•...,n.∎••••• ...Y 0 . wa.«.. .....,.a..�....i -. .........••••......11....“....w4 ....... iS W SN/. M••..,. v. i... wr..... WrWMew'.... v.... w-.•...... ..w.,0.No.•. w.-...M/IM...M...r.. gem V..Yw.•.rrMM.,.Y..•+.n.G ...•..r.. .... ............. ......• �4j;. .11 ;:.,:h1 :.:'• :: " •:n •M + . � '• «.+ van October 26, 1993 Aibiten TJSA 4301 B. Photo= Blvd. South Gate, CA 90210 Agog= : B1la bath Hedges klartatIng ratlike Dar Ma. Hedges: Reference is made to earlier caaapondscod r.gating em nwion' to your existing Product Approval(e), Due to the delay in tho =rotation of the dean an !hr all the new and cdsd g apProvala. all Moao-Dade Approvals for tooso products shall be =taxied until December 13th 1993, at which time all roofing approvals shall be completed. This cdsasion is fbr all products that have expired approvals, or Pending renewals. All revision requests will be dolt with In the revised reports; however, the revisions will not form pact of the epprovsi until the new report le issued. If any documentation Ices been r.queded, plasm coedits its rem* at ibis aoa. Mai* YourI• Cola Dash, P2., Dit+sotor Building Cods Compliance Moe CD:rs enonsussevalee ..A r..,.10111.11.,._._......... MUTRDPOLITAN DADS COUNTY, FLORIDA METRO•DADE FLAOL!'R BUILDING MOM COOS 00M PLIAMOa .. NO LLR STR MIAMI, r L0 511704113 , FAX 0 `col l GI 6 7 C. METROPOLITAN DADE COUNTY, FLORIDA M . Aemma t Nl wzhaw lierOamhoure N.a Latour Ronald Apr Jags Arias George Berlin Thomas M. Neck lawman A. Ro a,l Ted India Oscar Brennan John Calplei Jorge de a Rrrrlente H. Carlton Decor Arnold Goldman Richard M. Horan Dank' Lewis him Lindstrom Sanaa Lawn Joseph Mather, Sr. Janus Peae N711laar nits Armando M. Rico Thomas Untried Alfred NAlsb,ad Rudd William Board Con stRa t IAA Mambo o St V Charles Danger Sandy *Math Gil Dlaaund 1. • METRO-DADE CENTER DOANo OP 11ULU MO APPUAL$ OATS 1010 111 NW. 10 MET _ MIAMI, FLORIDA 3818141 81011) 37114181 (305) 375 -2612 .0V • y : - • Extension of Acceptance may be considered after a nei application has been tiled and the supporting data test reports no older than ten (10) years, have be re- evaluated. • All reports of re- testing shall bear the seal signature and date of an engineer registered in till State of Florida. 2. Any revision or ohange in the materials, use, o: manufacture of the product or process steal. automatically be cause for termination, unless prio: approval is granted for revisions or change. 3. Any unsatisfactory performance process or a change in Code grounds for re- evaluation. of this .product o: provisions shall be 4. This acceptance shall not be used as an endorsement o: any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the word' Dade County, Florida, and followed by the expiratio' date may be displayed in advertising literature. 1: any portion of the Notice of Acceptance is displayed. then it shall be dons in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant b; the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints neec not'be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. . r. 4 • 1 Di aba ond, roduct Control Division Supervisor Dibit.n USA Factory Mn ual J.I. 1P2A6.AM ACCBPTANCI No.s 89- 0226.2 (88) R APPROV1D $ bac. 9. 1991 NUMBS N01I Z SIP ACCLPTANCL s aPRCiPIC CoNOITidNB 3. This material is approved for new construction and for r.- roofing applications. All installations shall be in accordance with Chapter 34 of the South Florida Building Code, the following Factory mutual and Underwriters Laboratory listings, or the manufacturer's recommendations, whichever is most restrictive. T]nd.rwrit.ra Laboratory R 11659(N) (dated 4- 27 -90) Ballasted systems are not approved. Surfacing shall be in accordance with Section 3403.4 (m). Section 3402 of the South Florida. Building Code prescribes testing criteria for roofing material. This section requires a minimum test load of 55.5 psf for roofing. The various classifications are listed including the velocity pressures and the allowable elevations for that pressure., Classification • T.at Prasauro D.si Prr. aura Blevaticn FM -790 1 -30 30 psf 20 psf NA 1 -60 60 psf 40 psf 40 1 -90 90' psf 60 psf 165 I -120 120 psf 80 psf 450 UL-580 Class 30 • 27.6 psf 18.4 psf NA Class 60 55.6 psf 37.1 psf 30.7 Class 90 56.7 psf 37.6 psf 32.8 • 4. The underlayment shall be attached to resist the forces specified in Chapter 23 of the South Florida Building Code. Approved . insulation may be used in conjunction with this membrane. 1 Diamond, P.E. roduct Control Division Supervisor 1. This approves Dibiten Poly /4, Poly /4.5 granular and Poly /5 modified biutman roofing membrane. 2. This material shall have the following ohaxaoteristical Before Weathering& Tensile Strength and Elongation 669 psi 1 71.6% Machine D -638 517 psi , ! 65.8% Transverse D -638 Dimensional Stability 24 hours 1 100 ° C 0.74% Machine . 0 -1204 0.39 Transverse D -1204 Weathering 3300 hours Retest after Weathsringm Tensile Strength and Elongation 666 psi ! 68.2% Machine D -412 461 psi 6 60.8% Transverse D -412 Dimensional Stability 24 hours 1 100 ° C 0.59% Machine D -1204 0.35 Transverse D -1204 Water Vapor Transmission 0.0117 grams /hr /ft E -96 Fire Classification - See FM or UL listing E -108 Uplift Resistance - FM 1 -60 and I -90 -2- ACCEPTANCE N0.1 89- 0226.2 OR) A APPROVED u Dee_ 9. 1991 EXPIRES s Dec. 11. 1992 MTN 3-330 me III/ e Gil Diamond7S. Product Control Division Supervisor 6. A list of all systems to be approved in South Florida including a list of all products to used in the system; substrata over which they can be applied;• .methods ofbonding or attaching; minimum and ma7nnaum thiclmess; and maximum slopes. :; .' • 7. All standard details relating to the systems. 8. A section of each build -up showing the layers calling out each product and option. 9. Copies of all approvals supporting the use of each system. The approval documents should include Factory Mutual Research approvals; Underwriters Labs listings; SBCCI and ICBO approvals, if available and any other test documentation that may assist in the evaluation of the roof systems. Any data supporting the uplift resistance of systems in excess of 90 psf will be helpful in evaluation of systems uncle the new ASCE requirements. 10. All physical property data required on the attached shoot. Please forward this documentation as soon u possible to begin the review process. Very truly yours, Charles Danger, P. B. Director CD;mvf June 30, 1993 Dibiten USA 4301 East Firestone Blvd. South Gate, CA 90280 Dear Sir: METROPOLITAN DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITS 18 METRO•DADE PLAGLSR BUILDING 140 WET FLAGLER STREET MIAMI, FLORIDA 3311803 (308) 3784801 FAX (mi) ST Re: Dibiteo• Poly /4 Dibiten Poly /4.5 Granular Dibiten Poly /5 The recent amendments to Chapter 23 of the South Florida Building Code will require a review of all existing files as well as all pending files. Due to the extent of the revision, the Code Compliance office is taking this opportunity to revise the acceptance document to include more information and to provide that information in a format that is believed to be more user friendly to all parties using the document on a regular basis. • Due to the extensive changes needed, all existing acceptances that have expired, or will expire over the summer months will be extended until October 15th 1993, provided the renewal application and fee have been submitted. This letter also may be used as confirmation of the extension. If this letter is submitted for confirmation of acceptance, please note at the bottom the -el submission date of the renewal application. Please submit the information noted below within the next 21 days to begin the review process. The files will be reviewed in the order of the receipt of the requested documentation. 1. Name and contact number of Technical Director. 2. Two copies of all sales literature. 3. Two copies of all technical literature relating to the systems requesting approval. 4. List of all products manufactured by you utilized in the systems including trade names and a summary description. 5. List of all products utilized in the systems manufactured by others including all trade names and a short description of the product and its use. Dibiten Poly /4 Specifications Nailable Decks, No In Nailable Decks, No Insulation I Specification 401 Deck Types: Plywood, Wood Plank, Lightweight Insulating Concrete, Poured & Precast Gypsum. Underaayment: For plywood or wood plank decks: *U.L. approved fiber- glass base sheet type G -2 (25 lbs. per 100 square feet or heavier). For lightweieht insulating concrete or poured & precast gypsum decks: U.L. approved fiberglass base sheet type G -2, 40 lb. organic base sheet. or venting base sheet. Dibiten Poly /4: Smooth surfaced APP modified bitumen membrane rein- forced with nonwoven polyester fabric. Method of applica- tion: Torch applied only. Coating or Ballast: *Coating or ballast is optional, although use or lack of a protective covering over the Dibiten smooth surfaced membrane affects the term of the warranty (See PART 7, Warranty, of this manual. p.149). Roof coating suitable for use over modified bitumen mem- brane, applied in accordance with the coating manufac- turer's instructions. Rate of application must not be less than I gallon per 100 square feet and may be more according to manufacturer requirements. Ballast may be applied but is not recommended. Use of ballast over Dibiten membrane inhibus the normal ease with which modified bitumen membrane is inspected and main- tained. if ballast is used. it must be smooth, river bottom stone applied in cold, wet emulsion. Generally a minimum of 400 lbs. of stone per 100 square feet of roof area is recommended. *If the roofing project requires a U.L. listed specification be used, please refer to the U.L. Listed Specifications section of this manual (p.145). U.L. listed specifications often mandate brand of underlayment and roof coating, and specify rate of application. Specifications listed on these pages are for general application situations where U.L. listing is not a con- sideration. II Base Sheet Dibiten Poly /4 1161 ,Coatin Rooting Application: 1. Beginning at the low point of the roof, apply base sheet in accordance with manufacturer. U.L. 580, and F.M. I90 requirements, mechanically fastened. Nailing pattern is every 9" on center on sidelaps and every 18" o.c. in two staggered rows in the field. Overlap base sheet 2" at sidelaps and 4" at endlaps. 2. Again starting at the low point of the roof. apply one layer of Dibiten Poly /4 over the base sheet, using the torch method of application. Overlap sidelaps 4" and endlaps 6 ". 3. Apply optional finish coating. Materials required per 100 square feet of roof area: Base Sheet: 108 square feet Dibiten Poly /4: Approx. 112.63 sq. ft. (Approx. 1.06 rolls) Coating: Per Manufacturer Requirements PART 6: New Roofs Specifications 103 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the 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. ,19.- 7 8 Owner's Name and Address .....J.u. as au.l.k _. No 12 2 J Streeti ,... c.. _ z i S% Y e r r • Registered Architect and /or Engineer • ,.....,,.., ... ........... Name and address of licensed contractor.... 0121 .rictun....E.aaf.i 7315 _ .. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1.225_4, ,_.91r- .._T.sz -r -,, State work to be done and purpose of building (by floors) a v c.•.. t.la IIL].E....a111f....ranlE.c. ... gil ••.•.f..e L1.....1• DD....1.I�.....s 1 af.E ,._..ga1.u.. , f 1 Jashi.n.p..-- am] ._ " c mo nt. Sh n_21 e - _...�.? and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering ]..7..... �.s j ......_..� Estimated Total cost of improvements $2,.8.8.0...013 Amount of Permit S, 12...5 -1 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 Libor under theFlorida 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 subco • actors, on work so , be performed undpr-+this permit, as are licensed by Miami Shores Village. Remarks..._ (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.: 2 U ( ? Date 5 ,2 �.___ Read, Sworn to and Subscribed before me. Disapproved: Date._ .. ' Notary Public, State of Florida (Signed) .t,_ ►r Ong Inspector • My Commission Expires to me well known, P NNING BOARD DATE Chairman . Member Member Member Member .. ... _.._._..--- _.-• - -_ •-- .- -...._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained frorn the Planning Board. A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anu /or workmanship. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA Dat -� e ELECTRICAL ❑ PLUMBING ❑ PERMIT NQ 9737 Contractor's OS /s ROOFING ® License No. Owner of tt � j Building i� «-_-_ r yr p- etc›,;- / pie, f l e • Architect • `/ + .� /� n f, • - :_,a • 1 t } . /4440 CONTRACTOR or BUILDER BY J AUTHORITY Work to be performed under this Permit Contractor Builder f/ • ' e. . -r .. i enc-i ..- I s.,j Legal Lat 11 Subdi- Description 11 131 vision Address of / Z 7 A r " ' r Value of / { � Amount of Building �" " �" I! 'roject $ 7 +� �M Permit $ This permit is granted to the contractor or builder named above to construct the building or to install t eq uipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named abov assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered her whethefshown on th plans r drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or mployee . f ' , , f / M Signed .11.2 - " ��`- ‘At - -.t-''' ' , ' # ' � t ��•-- '- (dfi4SPECTOR) BY In consideration of the issuance to me of this permit I agree tprperform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings,,e(atements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. 1 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the 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 J • P au 1 k STATE OF FLORIDA, COUNTY OF DADE. ss Permit No._. Disapproved (Signed) ate August 2 74 Date... �..__...... — No 1225 _.. street N•E•91st Terr. Registered Architect and /or Engineer 21 __. •,.,,.:.�- .:.....:• :,-., : „_ . Name and address of licensed contactor Obenour Roofing Co. 7357 N. W. Miami Ct. Miami, Fla. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1225 N. E. 91st Teri.. State work to be do a and purpose of building (by floors) Remove the gravel roof over Florida room and install ” urethane insualtion and a 4 ply built up asphalt and gravel roof. and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation 5 00 Covering 6 sqs. $SVOMX Estimated Total cost of improvements $ 571 Amount of Permit S,. • Zone cubage required _'Ian 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 pennit 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 are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. A Remarks (Signed) ...-.. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. ( Date ° cP "" r\ Read, Sworn to and Subscribed before me. L Building Ins e ctor -My Commission Expires Notary Public, State of Florida to me well known, PLANNI f BOARD DATE Chairmnan / Member \fcrnbcr Member Member ...... _....__..__.__. Member Council Approved _.._.__Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained frrnn time Planning Board. A re- inspcction fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Owner's Name and Address Registered Architect and /or Enginee__________ __ _ Name and address of licensed contractor and legal description of lot to be built on: State work to be done and purpose of building (by floors ) __ Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the 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 Villag3, Florida, and all provisions of the Law of the State of Florida, all ordinances of Miami Shores Village ?nd all rules and regulations of the Building Division of Miami Shores Village sh.:11 be complied with whether herein specifier) o: not. A cop of approved plans and specifications must be kept at building during progress of the work. Date PLANNING ARD Lot Block Subdivision Street and Number where work is to be done -- -- -mod.- --- - -- e and for no other purpose. New Building_____ Remodeling Addition Repairs � — No. of Stories To be constructed of Kind of foundation Roof Covering_ y _ 9 - O v Estimated Total cost of improvements $ / y _Amount of Permit $ 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 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 are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. - a Remarks _ (Signed) 41 STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No (� 3 Date 3-4 Read, Sworn to and Subscribed before me. _ __ ___ No. /sZ_2.3__ .. Street_72.E' ,/ _ 4p e L/ DATE to me well known, Notary Public, State of Florida Building Inspector My Commission Expires Chairman Member - -- Member _ O Member Member Member Council Approved_____. Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. • 2 3 4 5 6 • 8 9 10 11 12 13 14 15 16 • 11 18 19 20 21 22 23 24 25 26, 21 •28 291 30 31 • 33 34 35 .6 38 39 40 EaR1 ve M. LENiA 1Z2.1 N G 9t TERRAGea _ MiAH• S++•Res• A1•itioA • 26 2 LASS 1 FeE . Lotie I SUBDIgiSoil t PLAT 8001 . 9 t yAde tl% 1_ © WILSON JONES COMPANY G72I3 GREEN 7273 BUFF 2 3 4 8 7 8 _, 9 1O - - - 11 - _ - _ - 12 13 101 rimminniMM11111111 MUM ME I =7r= I ■uIIIII■ ■111111 1 - - ■I __1111111111111111_ 1111111.1111111■■111111■■ ■111111■ ■111111■■ 111111■ 111111 ■111111 ■11MI 111111_IIE111■ _I ` ■■111111■1■11111I� 111111 111111 111111■I_11111I■ ■1111_■■ 111111■■ 111111 ■I1111I_■111111_ 111111 ■111111■ ■ �� ■ r1 � IIIIIIm 1 ,\`! 1■■ 111111_111111■ 111111■[■■ 111111■ uIIIIII■■IIIIII■■111I11■�I �.■...r ■111.11_IIIIII■111111■ MI 'MI I E► I■■ 111111_111111■ ■111111 ■I ■I ■111111■ ■1[1111 ■I ■111111 MOM ■I1��':Z�L11111 ��I 1111111101111111 ■■ K\ 111 111111 Iffil 1■1 IIIL�f Itl ►,11111■ 1 �11111■I■I■111111■ ■Irllll■I■111 ■1 111111■ ■1IC EIIII■II.I �!■■111111■■11I111■ . �■ I�� ■ MINIM UN 1 ■1 ■111111_111111■ ■ 1111111111■ 111111 ■ ■1! 1111■ I■ 111111■■Illlll ■II1111I1 ■1IIIIt! 1111111■■IIEII1■ ME &V is =111111■[■ Irtli 1 ■I■ 11111212 11111■ ■ 111111 ■I ■I ■111111■ ■1I1111■1111111 ■[■111111■ ■I : ; ; ; ; =■111M 111111111111111E11111 EMI \\ ■ =HEM 1 IS1 1■I_ 111111_111111■ •rillll ■I■I■111111■ ■ If1111 ■I ■111111_IIIIIIri■IIUIIII ?II1111` ; 111111■11E111■ _ ■ `t _ NS 1 ■1111111_111111■ I ii11111■I■I■111111■ ■IrIIII■I■111111■I■111111■■m111i i11`iill,,1■111111■1111111■ ■ ■ ��l�.R�I \\ I�:° 2i5Z4 11111111101111111111 I111111■111111111■ ■Iiliii■.111111■■111111r _I I 11111 ■i�11I�11 MI III ���Il����►N, �;gt . ;11 1■■ 111111_111111■ ■ 1IIIII■I■I■11II11■ ■111III■Ilul1l11 1111111 ■11.....■■.e I ii 7 IIIIlll■■IiEiuI■ ■ 4∎•∎N \\VC��` a P 1 1■■ 111111■I■I11111■ 1111111■I■I■lI111I■ ■I111II■Cg1!�1.1_�� 111111■ ■ 11 111111111111111111111■I■IIItHI■ • \lli. i \ R` 111.►�1N''NV►I� 11111 IIIIII■■IIIIII■ ■ 111111■IlI ■111[11■ ■11'11[[ ■I■IIIIII■■IIIIII■ ■1 III �uM111111 S 1111111 ■I■111PI1■ A t 111111116■I 0711111■I■I■111111■ ■111111■1111111■■111111■ ■1 III:,'% 1IPJ Ik U 1111111■IIIt��I■ 1 - (� ■i ■ ■ ■ ■� ■ ■ ■ ■ ■ �• it� r ■ ■i■■i�.i ■i■ ■viii■ ■■11 11111 ■I■I■111111■ ■111111■■111111■■111111■ EMU MUM 31111111111111111111 ■ ■ IU11I111 ■IIIIIII ■ ■11I111�111111_I 1111111■ 11111■ ■11111■111111■111111■ ■I lnr!I■11 1 111 11:111111111111111 • •IlIIlli ■Ii111111 ■Ir111111 1111ii ■■111111 ■I■I■111111■ ■111111■ ■111111■ ■111111■ 11 1!!! ;NEINE1111 11:1111111111111■ • •■111111 ■I ■111111 ■[■111111 11111111111111 ■I■I ■111111■ 1111111■■111Iu.i111111_ ■I I^_!! ij i!!!III■I! 11111111111111■ ■■ X111111 ■I■ 111111 ■1111111111111111111111111 ■111■ 111111 ■1111c'■■OI�■■��!'� "'!�E " ""I11I 1110 11■UIIi111■0II1111■1111E111■ ■■ ■■111111■[■ 111111■■ 111111 ■■111M1111111■I■I■111111 ■111111 ■I■IIme■111111■I■1111 i1■1I11111GilIllll■ ■111111■ ■■ ■1111611 NM= 1■ 111111 ■[■111111■ ■111111■I■I■I11111■ ■1111 ■I 11 ■I■ 11 l r. ? , �r .� ■■ IBM _11111111 ■111111111111111111111 111111 ■1111_ 11111111■ 1111 [, �1�. =.7I�.��..�1I_...��11!��t�■ NI 11111 ■. �IIIIII ■I■IIIlll ■■111111■I■I11111r 1�1ZS1�1f''Y��t7 � i , _ 29 ■111111 11111■ ■111111■ ■�! I U !!111■ 1111111111_ 11 1111_ r l'�I!11�1!!'�'�1�� 1■!�M!��t° ;',■111111 11111 111111■■ ;; ___!� i�lll ■■I ■I11111■■111111■ ■ ►.�!tl!�1■ 111111■ ■111111_111111■ ■1111 ■111111 • 1'1#1111111 ■1111111111111111■ I 111111 ■■111111 ■111111I111111111■I ■111111■■111111_I_111111■ ■111111 ■;■111111IIIII1111■■1111i1_ ___!II IliII1111I ■111111■■I11111■1■ 111111■ ■111111■ 111111111111111 ■ 111111■ • ■■1111111111111■ ■111111 11!1ISI hiIIII■I■I■ 111111 _111111■11111111■I■111111 ■ ■111111 111111■ ■111111■■ 111111 ■ ■111111 ■■111111 11t1H ■Ilia fill. I I ENE 1111 11911 �I11 71(,� Ptt71- C�ill mum 11111 IIEIII� 11 �1 1 P II II 1 III ' 11121 3 F, 1 I I 1rIrl i ■ ■11111 ■ 11111 III OF 11 Il 11 11 I 1 11 1111 1 1111 1 111111 7i�!« Imi �� . I , �?�1�11 Ii iI1I iiii pi i'-u'iii ■ 1111EMMF 11111 . 1111 ■1111 7' cr , 1 1 ,.�t 11 1 X11111 rr ■ ■11111 1 i 1 111 i1 ! 11 L 11►1�11�� .11 r ,. !J IIIIII ■ 111■I■I 11111 1 11111_111111■ 111111■I■111111■111111■I■111111 mom 111�1�!,��i��,; Illli =� ■1��:�� \��1�111 1r 1 mom _11 xr 11�11�. iiIIII ■I■111l 111 11 11 11111 1 II 1111 ■■111111■ 11 111 1 11111 1 11111■ /!n�►1111� /I�11(��!'�1��� �1�'1�1i�0 11 :��1yy�� ■111111::,.1 ,1 1111 111 11111_11111 11111 ■1111111111 111 11111 ■ 11111■ ... ■.11111, i�1 \� ft I MADE IN U.S.A. 2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 11 18 19 20 21 22 23 24 25 26 21 28 : 0 1 32 33 34 35 36 31 38 39 40