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50032MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date Time Type Insp'n 1 Permit No. 5-0 - Name Address Company Phone # For Inspector: Approved- ❑ Correction Re -Insp' Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request OI Time Date Type Insp'n Permit No. `SLR 3 • Phone # 12 For For Inspector Name & Date Approved Correction Re-Insp'n Fee ftZ, DATE: CONDITION OF APPROVAL Page 4 PERMIT APPLICATION OFFICE USE ONLY CI- IECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review $ 3D0- o 0 $ Zi ©-(5 (sq.ft. = x/1000 x 0.60) ISSUING OFFICIAL o (¢.005 /sq.ft.) (¢.01 /sq.ft.) TOTAL REVIEWED AND PREPARED BY: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official i(/ Revised July 2001 10050 N.E. 214D AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com $P-DI -E b6 Master Permit No. PERMIT APPLICATION Subsidiary Permit No. 5 n INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: \a" I5 Address 9 ' re6, 3313$ - a 5s Apt. City � State Zip Description of Work l& Re —roCr-P M Q o 1 1 r ceiNtrcf-e ' 1e a.l l-I-i Ins --ham Bann ca tor+krbetivi Folio Number 11 .3(20,c 00c1 0400 Lot 11I-- Block 3 Subdivision Ea .deon Sh ores PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Zoning Square Feet z551) Units Floors Value of Work$gjq 2O) Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Linear Feet PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PROPERTY OWNER 4 Name M�-6 Q C. I r.� , vv dd �� Address -L5 NZf °I141116+; Home Telephone 305 15 f r9 y3 -5 1 Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name PoLtA.0 keuu & e 1 License No. ei 3 is so 0143 Address I'E 1,2 r► d-5 f- Telephone S05- ri J o ter / Fax Qualifier Name RUA/ K�Aki et 1, Page 2 PERMIT APPLICATION q IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to1:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICI.FS, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade. Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals, or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at:. 22 N.W. 1st Street, 1st Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SflE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE irezoi i,dJ /YLJ, .CJ}LA..4-Y/Td_ I Signature of Owner 22)o!0re.s M. Girro+ +i day of _1eRr✓ Print Name Sworn to and subscribed before me this Signature of Notary PiYic - SEAL: Personally known tP ?7 3 : `?2OO2 OR, Produced Identification Type of Identification Produced: ST. OF O A, CO aWA Qualifier 0(.1 f) �® Signat of Cont c or / uai Print Name subscribed before me this -DADE Signatur =iof I'�o +� Sig m iCl.' d =ter O 1 (1�cl COA.t'. , ©8 01.105 - • � 1.k? Cta7d6e97 o� tto‘, SEAL: Personally known OR, Produced Identification Type of Identification Produced: r Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance. QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Cooling Tower Fan Vent Hood, Cost Outlet, Wall A/C Wall/Wm. Tons Service, Temporary Dryer Vents, Number of A/C Central 4-7 Ton Ventilation, Cost Fire Pump Air Handler, Tons Outlet, Switch Ductwork, Cost of Signs Periodic Inspections A/C Central 8 -15 Ton Barbecue Fixture - Fluorescent Fire Sprinkler System Oven Space Heater (kw) Bath Fan - Vented, # A/C Central 16-20 Ton Fireplaces, Number of Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. Minimum Fee A/C Central, Tons Bath Tub Cooling Tower - Heating Strips, each Vent Hood, Cost Miscellaneous Repairs A/C Wall/Wm. Tons Solar Water Heater Dryer Vents, Number of - Paint Booth Ventilation, Cost Filter Replace Air Handler, Tons Pool Piping Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Cap - Fixture Barbecue Fountain Fire Sprinkler System - Process/Pressure Piping Sprinkler System Bath Fan - Vented, # Cap - Water Fireplaces, Number of - Pressure Vessel Pump, Domestic PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: DATE: NOTICE OF COMMENCEMENT Fdti9396 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 3a OS 009 10400 STATE OF FLORIDA: 03 1R62Q6 13 06 2001 NOV 09 1549; 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 din this Notice of Commencement. 1. Legal description of property and street address: L� `i 5 N•E , ! ` ' h�� ° S -�ko re` I Pk 3313`' -a 559 2. Description of improvement: ke... -- r0 c 1 R6. C%t rro i 1ag5 WE t"l ` -= M frS)r er(s) name and address: Interest in property: () in h'€r Name and address of fee simple titleholder: 4. Contractor's name and address: pa ik( �1C' & i� y S ME !2t L S$ . nit. SAOreS 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: ®,rte RECORD vER/yiD Amount of bond $ HARVEY RUVIN CLERK C/RCu rCOURT 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or otherodocuments 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 ()it's Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 0 -ZJ e fl �,Ait u Signature of Owner VI Y.M.PAXtg' Print ,,0 gwornje.en "; ,,,died before me this day of 7�i . , 200 :. � � •.� , .. Add ess: Wit 2' .,-; ;Rtaitl r l i ` " _.. si:.� T s ` • y Ei. Z b JJ �.�'� 3T%a O O UDA 0 % MY OC`M: S3FCN EXP. 'UNE 22.2 �t1;1gIreS OFFICIAL NOTKInt SEAL .5 VlorS 711ei ioet,Jrr ct cc 3OQ2jJ&RPrve z °IqLf q:10 Ap UNIFORM ROOFING'' APPLICATION PROCESS No. • Contractor's Name: ML, \A &AdNi I K Job Address: 1)— k cir1-1".6±; ❑ (Low Slope Application) ROOF CATEGORY ❑ (Nail-On Tile) 4ortar-Adhesivse Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft2) 0 Sloped Roof Area (ft2) D.5 50 Total (ft2) Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): • • • • • • • • • 1•••• • • • • ••.... • • • • • • • •••• • ..•• • • • • •.. • Ft. • • • • .•• • • • • • • • • • • • •• •• • • •••• • • •••• •••■.•• • • •• • . • • • ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ?'J/Pr Deck type: ATTACHMENT Ft. Fastener Type: Field: V SPACING Perimeter: Corner: DETAIL 1 & 2 ROOF PLAN r 123.01 -78 4/99 Page -1 UNIFORM ROO PROCESS No. Ridge Ventilation? Deck type: SLOPED SYSTEM DESCRIPTION 1 � 6 (r--I- zUnderlayment: Insulation: MEAN HEIGHT I `' R' s6, 4 Fastener type &spacing: ({'t �i '�,� CapSheet: =i'( o.S lee 12" ROOF SLOPE D E T A I L 3 Roof' Covering: S •• - • • • • • • ..•• • • • •••••• • ATTACH MENT•9hNOUIF513:: • • • •••• • • •••• • .••.4• 1) Fire Directory LiMtMitig Page • • • • • 2) Miami -Dade CddifttProduct Cot:itrol Notice of Acceptr- 'Cover 4 • a) Specific Sy tem•Descript %n • ' b) Specific System Limitatin• • • • c) General Limitations • • d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals •• •• •• • •• • •• •- •••• • • • •••• • • • ••• • •••• • ••• • • • •••- (Pmaxl: •1' l (Aerodynamic Multiplier): ) - (Pmax2: Cg a 71, (Aerodynamic Multiplier): 1)s9 ) - (Pmax3. It i (Aerodynamic Multiplier): 11 J ) - TILE CALCULATIONS Mg: c6 I S)= Mr1: I aSCA: k i S Ms :-U51= Mr2 :1 Ir-0 PGA: 6115. mg: ot9= 3:i ripcA: toy P0j Fowl() Page -2 • • • ••• • • • • • .••• • • • • • • • • •0000• • 1111 • • • • • • • • 1111 ••• •• • • • • • 0• • • • • •1100 . 0000 • • • • • • • •••• • •.0•.• • • • 0000.. • • •. • • • • • • • • • • Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: Pcmx-1 Job Address: 215 t'J( l J4I\✓' ' ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof N' Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft) Sloped Roof Area (ft') i55O Total (ft2) ,. 550 Master Permit No. Exposure cate o er ASCE 7 -88 : Building Cldssification category (per ASCE 7 -88 table 1): XP grY.(P ) g gr3'P • • .. • .. • • • • • • ▪ • •••• • . 00• • • • •• • • , ••.• ••••• • • • • • I • •••• • • • • •••••• Ft. • • • • • •• • • • • • • • • • 1100• • • • • • • •• •• • • ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) A Deck type: V rxY ROOD SLOAL ATTACHMENT Fastener Type: SPACING Field: Perimeter: Corner: DETAIL 1 & 2 GAS ANT STAt YES CI NO .NATU►L ROOF PLAN Gip r r r 123.01 -78 5/00 Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Deck type: Ridge Ven I on7 MEAN HE VIDE • • • • • • • • • • • • • • SLOPED SYSTEM DESCRIPTION l)�b V-'5 r- zUnderlayment: 1 • • •••• • • •••• • • • • • • • • • • • • • •• • • • • • • • • • • 44N /� 11' Insulation: 12" ROOF SLOPE Fastener type & spacing: D E T A I L 3 Cap Sheet: Roof - /Covering: s 1/J41' I'► ng 4 K r, a® fete N10 ��,► s°r" Drip edge: (o' \Cr b t toh L': f� �r ATTACHMENTS 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 I j�r TILE CALCULATIONS (Pmaxl: Ib t( x %b (Aerodynamic Multiplier): ) - Mg: 015 1 = Mti i:14'g5PCA: " b . 5 (Pmax2: 611,' Sx % (Aerodynamic Multiplier): 1 " -9 ) - Mg: 4 51= M1.2: 19,i PCA: 025 .5 (Pmax3: 91,5x %b (Aerodynamic Multiplier): S 2-1 ) - Mg: q). 5) = Mr3; 1 • `7PCA: 617 0 y FVet,vv) Page -2 -UI FRI 11 :52 AY ABC. SUPPLY. Monier Ltfctlle LLC 135 NW 20 St. Roca Raton, Florida 33131 FAX NO 954 491 4489 METROPOLITAN 0AuL t;UUar, T , LA. ,....p: METRO -DADE FLAGLER BUILDING E O i' '1'_ N UUILDING CODE COMPLIANCE OFFICE METRO -DADS H AGLER WILDING 140 WEST FLAGLCR STREET, SUt 1'k $503 MIAMI, FLORIDA 3313U -1553 (305) 375 -2901 FAX (305) 375 -2000 PRODUCT CONTROL DIVISION (305) 315 -2002 FAX (305) 312 -6334 Your application for Product Approval of: Molder Wattle LLC Villa, Capri, & Roll Tiles ' under Chapter 8 of the Milani -Dade County Co governing the use of Alternate Materials and Types of Construction, and completely described in Ilia plans, specifications and calculations as submitted by: Hedlund Technologies, The Center for Applied Engineering, Inc., and Professional Service industries has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on , page 15. This approval shall not bc valid after the expiration date stated below, The Building Codc Compliance Office reserves the right to secure this product or material at any time from a jobsitc or ruatrulacturvr 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 Codc Compliance Office that this product or material fails to meet the requirements of tha South Florida Building Code. T'ite expense of such testing will bc incurred by the manufacturer. ACCEPTANCE Nt7.: 7- 24. ti EXPIRES: UQ I2 LP1 Revises: 25 -0 ;22.07 25- 0322.03 25:911A.21 It I1 E IID'1',sNA PACES FOR S COMB IAMB§ ING C ' Ct ' IL C aul Rodriguez Product Control Supervisor IFIC AND 1;NIi1t Al This application for Product Approval has been reviewed by the Miaani -Dade County Building Cudc Compliance Office and approved by the Building Code Committee to be used in Dads County, Florida under the conditions set forth above. APPROVED: 0025198 intermit mall address: poatmatster @bulldinaaodeentina.com Charles Danger, P.C. Director Building Cade Compliance Dept. Miami-Dade County Motnepagnflillp://www.buildInticodowilltto,com 1 Internet matt acsu®ss; l+s+ab.■ ■ ■Q�•�•n MONIER. LIFETILE LLC . rr-o t Product Control No.: J TRADE NAMES Okr m'RODUCTs MANUILACX'URED Olt LABELED DX APPLICANT Monier Lifctile LLC Villa & Aal Monier Lifcitilo LLC Capri Tito Trim Pieces 1'rodus( Rainproof II Ica and Water Shield »irucnsionit3 1 +' 16%," wvs 13" 'h' thick L P=" 17" We. 12'/," 4" thick I varies w' varies varying thickness Test Spccllicatiotts PA 112 PA 112 PA 112 Product ) !!'! ltltiUlt Low profile, interlocking, high pressure extruded concrete roof tilt equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battcncd nail -on, mortar or adhesive sct applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED 13Y APPLICANT pjnrcnsiou. 30 "x75'roll 36 "x75' roll or 60" x 75' roll 36" x 75' roll Test Specifications PA 104 PA 103 Page 2 of lS Product ]scr Jc itltio�t Single ply, nail -on undcrlaymcnt with 2" self- adhering top edge. Self - adhering undcrlaymcnt Mattufacturrer Protect- O-Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) Crank Zuloaga,1U C Roofing Prbduct Control Examiner FEB, 9-01 FRI 11 :54 AM ABC. SUPPLY, ItXON131(t LIFETLLE Lt,C • r11)d tat ttliSIQ114 Wood battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTttuTI4 ") Vertical Min. 1"x 4" 'zoi to Mln. 1 "x 4" for use with vertical battens or Min. t "x 2" for use alone Min. Sd x 2 l" or min. 3" flux 2'f" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread ` dia. N/A Roof Tile Mortar NIA ( "QuikrctetI0 Roof Tile Mortar 81140' Roof Tile Mortar . ( "BONSA Roof Tito Mortar Mix ") Roof Tile • Adhesive (" Polypro. AIl160 ") 1lurrlcano Clip & Fasteners N/A N/A Clips Min. Vs" width Min. 0.060" thick 0111, Fasteners Min, 8d x 1/4" Test Spccircntiou4 Wood Preservers Institute LP —2 PA 114 Appendix 1'A 114 Appendix I'A 123 PA 123 PA 123 See PCA FAX NO. 954 491 4489 Product Control lvv.: s, -.A. �• P. 1 Product pcscripliott Salt pressure treated or decay resistant lumber vattcns E Corrosion resistati screw or smooth shank nails E Corrosion resistant, coated, square drive, galvattiicd, coarse thread wood screws Prepared inortsr mix designed for mortar set roof tilt applications. Prepared mortar mix designed for mortar set roof the applications. Prepared mortar tttix designed for mortar sct roof tilt applications. Two component polyurethane adhcsivc designed for adhesive set roof lilt applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. l'agc 3 of 15 C1� Manufacturer generic generic generic Bermuda hoof Company, Inc. with current PCA Quikrctc Construction Products with Current PCA W. K. Bonsai Cu. with current PCA ?olyfoattt Products, inc:. l'CA 1194. 0401.11 i Qrcttcric loaga, Roofing Product Control Examiner p MONiER L1IETILE LLC si et c Redlaud Technologies Redland Technologies The Ccntcr for Applied Engineering, Inc. Tho Ccntcr for Applied Engineering, Inc. The Ccntcr for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Ittc. The Center for Applied Engineering, Inc. The Center- for Applied Engineering, Inc. g6sisdR9zr'm- f1 -,�,- :t,-shMrtlimeW.1. Product Coutrul No.: J.? - EVIDENCE SUBMITTED 'hest Identifier '-'cst NaindIYcttort Date 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 7161 -03 Static Uplift Testing Dec. 1991 Appendix III - PA' 102(A) 44 -084 Static Uplift Testing May 1994 PA 101 (Mortar Sct) 94.00013 Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 25- 7094 -1 Static Uplift Testing Oct. 1994 PA 102 (4" Hcadlap, Nails, Direct Deck, New Construction) 25- 7094 -7 Static Uplift Testing Oct. 1994 I'A 102 (4" l-icadlap, Nails, Battens) 25- 7094 -4 25.7183 -1 25- 7183 -2 Static Uplift Testing PA 102 (4" Hcadlap, Nails, Dircct Dcck, Rccovcr/Rcrool) Static Uplift Testing PA 102 (2 Quilt-Drive Screws, Direct Deck) Page 4 of 15 Static Uplift'Testing PA 102 (2 Quik -Drive Screws, Battens) Oct. 1994 Feb. 1995 Fcb. 1995 ran Zuloaga, RUC Roofing Product Control Examiner 9 -01 FRI 11:54 AM ABC, SUPPLY, ' •IIZONIZIt MOUE LLC . The Center for Applied Engineering, Inc. FAX ISO, 954 491 4489 P. 2 11 (�114�.1 ■■/ii••• -.. Teot tilicC Tcst nniclltcport 25- 7214 -2 The Center for Applied 25- 7214 -6 Engineering, Inc. Retitled Technologies Rcdland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. 7161.03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 1'0402 Project No 307025 Test liMDC -76 224 -47099 I'ugc 5 of 15 Static Uplift Testing 1'A 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Dale March, 1995 March, 1995 Dcc, 1991 Aug. i 994 Wind Tunnel Testing July 1994 PA 108 (Mortar set) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Driven Rain Oct. 1994 PA 100 Physical Properties Sept. 1994 I'A 112 nk-Z oaga, 1 Roofing Product Control Examiner 01,01/04 TUE 12;00 FAX 581 338 5391 MQNj R LYY'CTILE LLC BONIER LTPETILE -i.sa A 11 C Imo' LAUD ACCEPTANCE N 1. 99- 1,012.02, APPROVED :December 30, 1999 EXPIRES ;December 16, 2002 NQTICE OF ACCEPTANCE; STANDARD CONDITIONS Table 4: Attachment Resistance Expressed as a Moment M, ("t -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Fesistance Monier Lifetite Villa, Roll. and Ca . ri rile Adhesive 26.11 _ 2 See manufactures component approval for installation - . ulrements.�A 3 Flexible Products Company TileBond Average weight per patty 11-4 grams. Pcliyfoam Product. Inc. Avera. a wei.hl per petty 8 . rams. Table 4A: Attachment Resistance Expressed as a Moment - Mt, (ft -Ibf) for Sin le Pa Adhesive Set S stems Tile Profile Monier Lifetite V(la. Roll, Potyfoam PolyProni and Capri Tile Potyfoam POlyPronl Tile Application 4 Large paddy_placemont of 54grams of PoIKProTM. 5 [Medium . add placement of 24 rams or Pot Pro*". Minimum Attachment Fesistance 86.61' 45.5' Table 4B: Attachment Resistance Expressed as a Moment - M, (h1) �� ft-4 for Mortar Set Systems - Tile Attachment Application Resistance Mortar Set' - 20.60 i Tile Profile Monier Lifetile Viii1a, Roll, and Capri Tile 5. LA13ELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or lot.o. or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 , ...r utoaga, RRC hoofing Product Conr-oi Examiner Ili9 -01 FRI 11:55 AM ABC. SUPPLY. `1i1O11WR LIEBTILIi I.LC Desk Type: Deck DcscrlptIou: SYSTEM D: Slope Range: Undcrloytuent: Roofing Tile: Comments: FAX NO. 954 491 4489 P. 3 Product Control No.: __,x7- t:4LLLL SYSTEMS (CONTINUED) Wood, Non - insulated Now construction 1912" or greater plywood or wood plank. Direct Deck Application 4":12" to 7":12" Note: Systenn B is only acceptable hi this store range. For stupcs less than 41 %12 ", refer to System A. Irur slopes in excess of 7 ":12 ", rercr to System C. Install uuderlaymcut system in compliance with Dade County Application Standard 1'A t IL Install tits in compliance with Dade County Application Standard PA 118. (Sec "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15!32" plywood is an acceptable substrate. I'agc 7 01'15 ilk ulonga, RkC Roofing Product Control Examiner 9 -01 FRI 11:56 AM ABC. SUPPLY,. K , -MONIIIt L>tl rni LLC Deck Type: Deck Description: SYSTEM C: Slope Range: UndcrIayment: llerizdnta1 battens: Roolnig Tile: Comments: FAX NO. 954 491 4489 P. 4 Product Control No.: y l- i�- LAY ` SYSTEMS (CONTINU1:D) Wood, Non - insulated New construction 19/32" or greater plywood or wood plank. HoriLOPtal Batten Application 4 ":12" or greater Note: of7 Horizontal battens, as tional for slopes of 4 "112" to 711:121 . Fur slopes of 7 •12 and a, refer to System A. • less than 4":12", y Install underlay: :sent system in compliance with Dade County Application Standard PA 119. Install horizontal battens in compliance with Dade County Applications Standard PA 119. Install the in compliance with Dadc County Application Standard 1'A 119. (Sec "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15/32" plywood is an acceptable substrate. Page 11 of 15 Frank Zuloaga, it1tC Roofing Prbduct Control Examiner -J1 FRI 11:56 AM ABC. SUPPLY. tetoNiza LIFETLLE LLC FAX NO, 954 491 4489 1'iuduct �,utu +va i ,.. SYSTEMS (CONTtNW D) Deck Type: Wood, Non-insulatcd Deck Description: Now construction 19132" or greater plywood or wood plank. SYSTEM D: Mortar or Adkesivc Set Application Slaps hangs: 2 ":12" to 7 " :12" Note: System D is only acceptable in this stops range. For slopes in eACi ss of 7 " :I2 ", refer to System C. Underpayment: install underpayment system in compliance with Dada County Application Standard PA 120. (Sec System Limitation 115.) Reuling Tile: Install file in compliance with Dade County Application Standard 1'A 12U. (Sec "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re-roof applications, 15132" plywood is an acceptable substrate. Page 9 or I S "Luloaga,1UtC Roofing Product Control Exaiuincr P, 5 it FRI 11:56 AEI ABC. SUPPLY, • MON1ER LIrET1LE LLC FAX NO. 954 491 4489 P. 6 Product Control No.: _ y� &M ►: SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Monier Lifctile LLC Villa, Monier Lifelike LLC Capri & Monier Lifctile LLC Roll. low profile lilt shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistaurcc to meet or exceed the required resistance determined in compliance with Dadc County Protocol PA 115 ur PA 127. Tile profiles listed here in have been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with l'A 115 or PA 127 shall be done as a'Moment Based System'. 4. For adhesive act tile applications. a field static uplift test by a Dadc County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. S. For tie applications, 30/90 hot mopped undcrlaymcnt applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlaymcnt material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking atlas manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 oldie Uniform Building; Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval orally Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dadc County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dadc County Protocol PA 112, Appendix 'A'. 9. Piro classification is not part of this accptancc. Page 10 of 15 Frank Zuloaga, Product Control Examiner FEB- 9 -01 FRI 11:57 AM ABC, SUPPLY. 140NIER LI'PET1LE LLC ' FAX CIO, 954 491 4489 P. 7 Product Control Nu.: Y7- AU4.1.�u DATA bolt ATI'ACIIMENT CALCULATIONS Table 1: Aerodynamic Multipliers - Tile - A. (ft') Profile Batten Application Y Monter Lifetife LLC Villa Tile, 0.27 Roll Tile, and Ca • ri Ttlo Tito Profile A. (ft') (ft3) Direct bock Ap illicatiott !_ 0.29 . Table 2: Restoring Moments due to Gravity - Mq (ft -Ibf) 3 ":12" 4 ":12" 5":12" 6 ":12" 7":12" or greater Monier Lifotils LLC Villa Tilo, Roil Tile, and Capri Batten S 5.57 Direct Deck 6.30 Batten S 5.40 Direct Deck 6.10 Batten S 5.37 Direct ' Batten Deck s 6.05 5.24 Direct Deck 5.90 Batten Direct s Deck 5.09 NIA Tabio 3: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nall -On Systems 1~ Tile Profile Tile Application Approved flails Approve Field Clip With: 2 nails d Approved Cave Clip With: 1 nail 2 nails Mo' n.t�r Battens 4.10 7.10 Llfetue LLC 'Villa, Roll, and Capri Direct Deck 11.00 21.90 t Data noted In-Table 3 Is for instal ation with a 3" Lilo hoadlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sectlons of this Approval. Clips on cave tile aro not required for this attachment configuration unless the Required Moment of Resistance exceeds the values rioted above. Page 11 of 15 uloaga, RRC Roofing Product Control Lxautincr FEB- 9 -01 FRI 11:5% AM ABC. SUPPLY ........._..... MONIER LIFETILE R.LC FAX NO. 954 491 4489 DATA FOR A rrACHHMENT CALCULATIONS (CONTINUED) Product Cutilrul Nu.: / - Table 3 -A: Attachrent Resistance Expressed as a Moment Mt (ft -ibf) for Nail -On Systems Tile Two (2) led x 3" long nails Tile Profile Monier Citable LLC Villa Tile, Roil Tile, and Ca + ri Tile Application Direct Deck New Construction (min. 14!32 + plywood) Direct Deck Recover /Reroof min. "/22+ +1 wood) Battens 50.90 New Construction 1 Tile installation with a 4" headlap using two (2) Approved-10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 21/2" from the head of the tile. Clips on nave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. 67.50 43.00 Table 4: Attachment Resistance Expressed as a Moment - M, (tt -Ibf) for Mortar or A dhesive Set Systems Attachment Resistance 20.60 Tile Profile Monier Ufetile LLC Villa Tile, Roll Tile, and Capri Tile Tile Application Mortar Set Adhesive Set 86.01 Page 12 of 15 n ulooga, ItitC Roofing Product Control Examiner P 8 FEB- 9 -01 FRI 11:58 Ali ABC. SUPPLY. +- • mom= LIVETLLE LLC 4.+ _ PROFILE DRAWINGS FAX NO. 954 491 4489 1YMONIEtt'EMILE LLC VILLA TILE MONIER LIFETILE LLC BoLLTILE Page 13 of 15 ran uloaga, ItJtC 1toofnD Product Control Exnntittcr FEB- 9 -01 FRI 11:58 AM ABC, SUPPLY. .MON1ER LIFE TILE 1;11,C .r FAX NO. 954 491 4489 P. 10 Product Control No.: +". =' PROFILE DRAWINGS (CONTINUED) l --1107'• MONIER LIEETILE MC CAPRI War 01-113 Usti. e \Si*0 le APPROVED SCREW //OR SCREW DATA IN TABLE 3 Page 14 of 15 ... loaga, t('--- -- Roofing Product Control Examiner I/ r AM ABC. SUPPLY, . AYION1J R LIFETILX1 LLC FAX NO 954. 491 4489 {'{VVUU• �.. - Mauler Walla LLC ACCEPTANCE NO: )17 -112ri 1G 115 N.W. 20 St. APPROVED n_c 25 l ISIS, Beta Raton, FL. 33431 EXPIRES dupe 25.2DUI NO C,E_UIt?ACClvf'TANGE STAiili ?AIW COND1T10NS 1 Renewal cif alb Acceptance (approval) shall be considered after a renewal application has been Bled and the original submitted docutncntation, including test supporting data, engineering documents. aro no older than eight (S) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miatni -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) Titre 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 rto longer the sane product (identical) as the one originally approved; c) litho 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 sealed the required documentation initially submitted. is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shalt automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the Filing of a revision application with appropriate fee) and granted by this onco. 3 My of the following shall also ba grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an cndorscrncnt of any product, fur sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by tho expiration date may be displayed in advertising literature. If arty portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 1 A copy of this Acceptance as well as approved drawings and other documents, where it applies, strati be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies peed not be resealed by the engineer. 8 Failure to comply with any section of-this Acceptance shall be cause fur termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 15. END OF THIS ACCEPTANCE I'agc lSof15 file --Z oaga, !tooling Product Control Examiner P. 11 5104 APPENDIX "F" APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofmg contractor to provide the owner with the required roofmg 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 roofmg 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. IA( ,1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofmg 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 roofmg, 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). . 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. C4. 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. _ __ 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. C_4. 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. C4. 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 I111SIol Contractor's Signature