Loading...
736 NE 94 St (9)TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Step 1. fob Address: Folio Number ;PERMIT TYPE ( ]Building Electrical Mechanical Plumbing I.PGX Roofing Fence Other ARCHITECT Name License No. Address Telephone Fax Fax PROPERTY OWNER • .•. • • • ••. • • • • • • ••• • • • • • • .• • • • • • • • • • • • • • • .•• ••• • 736 NE 7v Address •• PB • • ••• Name � Address 1 3 - 1 L s-- , • • • • • .•• • .. • • • • • •• • •.. • • Lot Block Subdivision Cur-ent Use of Property Proposed Use of Property Tenant Information PG V1V1 l inn i • £ <<t: v P t e Business Telephone jcr c 1 0 C7 S° pt PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Home Telephone 3 j 7 - 7 q 4 K 6 Description of Work Master Permit No. PERMIT APPLICATION • (.:e.O. Subsidiary Permit No. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: •• • • .. Complete fly attLhtd ••• er it•ap 1i h must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type tip apo'' f jr a mareuc Qroeessing of your application. If roofing work will be done, a roofing application must be submitted along with •tltis ptrntit al?blic ioh.. • 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 "el ' 5140 City State Q1 i1nC� Linear Feet Zoning Square Feet ..o /altie of Work 'ax Assessed/Appraised Value Flood Zone Base Floor Elev. Units Floors - Zip Bldg Value ENGINEER Name License No. Address Telephone Fax C._ V1n a CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 STATE OF FLORIDA, Signature of Owner / V1.10 +11,1 Print Name Sworn to and subscribed before SEAL: U - this "IA A. ignature o' • bli - Sta e TY OF MIAMI -DADE on Angela M Becker r,. .,r. - .mmission ppi 50048 • , ; , ,,. ember 15, 2008 liay of me L SEAL: ••• • • • • . • .• • ••. • • Signature of Contractor / Qualifier • .. • • STATE OF FLORIDA, COUNTY OF MIAMI -DADE Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida . . • • ••• • • • • • • F E R MI '? APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMFr CARD. Appligg 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. to 5:00 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 SANrI from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND IRIS. •: •.: • • • • • • 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHIC4§, i I MAN* NOT• U:E13 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, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. Personally known OR, Produced Identification !� Type of Identification Producedi2 b 3,155 % (_C 7) Ope of Identification Produced: Personally known OR, Produced Identification ELECTRICAL TYPE Minimum Fee - • = CT V. = 6.4)1:14 T .'PC :.. .. • QTY. TYPE. Outlet, Appliance QTY. TYPE. Service Repair QTY. • A/C Central 1 -3 Ton - Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent - Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel 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 Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. 'TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. 'rl'PE 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 Clathes Washer Gas Piping Pump, Replace - Pool Urinal Dcntal Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Dv posal Interceptor Roof Inlet • Water Closet Do nestle 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 Dr:. :ins, Floor Minimum Fee Shower Water Service iDrcins, French Miscellaneous Equipment Sink Well, Supply Page 3 • • • • • • • • • • • • • • • •• • • • • • • • • • ••••••• •••• PERMIT APPLICATION • • • • •• .. • • • • • • • • INSTRUCTIONS: Please .ndieale th j O f work being performed and quantity(ies) in the space provided below. • RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zonin: J_ 0 Electrical Mechanical Plumbing Fire Public Works Structural f Building Official Build L'' i l 47% Page 4 OFFICE USE ONLY CHECKLIST ❑ 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) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond $ (J Metropolitan Dade County (C.C.F.) $ f (sq.ft. = x/1000 x0.60) Inspector State Educational Fund $ (¢.005 /sq.ft.) State DCA (Radon) $ (¢.01 /sq.ft.) Code Enforcement Fine $ Zoning Review $� -OD .•• • . • • ••• • . • • • ' • PE4 M1T;?PLICATION .•• ••• • • • • • • • • •• • . • .• • • • . ••• ••• ❑ CONDO ASSOCIATION APPROVAL • • • (Atta�l • • • • • ❑ BPII A>''R ©'#d (testaurants) .. ... . . . • • •• ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ S = 6 Zs ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com MIA MI SHORES VILLAGE Paint Color Approval and Agreement RECEIVED Poioutc71-40-3-4.03N - 't 2003 DATE)( r P HONE: -'� OWNER'S NAME '7-17.-..- v L•, L, LA.'. - 57 ADDRESS : 73 6 yg * * * * * * * ** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ADDRESS OF SITE: CONTRACTOR & LICENSE (if applicable) COMPANY NAME: PHONE: ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All Elements on the site must be listed and indicate the color to be painted. Walls Fascia Drip Cap/Drip Edge I Soffit Roof 0 h Flower Bins t t r Shutters `� ° A 62 - - Awnings ; t Chimney f t ,,,, - (c Doors a Garage Doors a al Railings • 7J Fences rn Decorative Metal All brick (simulated or regular) Stucco Banding Any other stucco features Accessory Buil ings f� f� Other Ci a/a .. All3Brar di 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 to construction and zoning. I authorize the above -named contractor, if do the work stated. Furthermore , the paint colors will be as per the attached ple ��' Signature . - • � caner Date gnature of Contractor Date *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION APPROVED: Building Offi 't Date 4/23/01 MIAMI SHORES VILLAGE Paint Color Approval and Agreement E C E 1 V 10 Plike44 ° 4 2003 DATE( canto OWNER'S NAME• c---- v PHONE: , • r� .S� ADDRESS 73 , /U c '- - * * * * * * * ** ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ADDRESS OF SITE: CONTRACTOR & LICENSE (if applicable) COMPANY NAME: PHONE: ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All Elements on the site must be listed and indicate the color to be painted. Walls Fascia Drip Cap/Drip Edge Soffit Roof Flower Bins Shutters , ;71 A 62 - Awnings Chimney f J Doors and-doer-jams .;? ,4 4,2- '7 Garage Doors Railings Fences Decorative Metal All brick (simulated or regular) Stucco Banding Any other stucco features Accessory Buil ings ' Other C�1�t�2 , AR ' ;i vt� G� �- / J f S 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. I authorize the above -named contractor, if applicable, to do the work stated. Furthermore , the paint colors will be as per the attached ple igna . - : wner Date Signature of Contractor Date *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED: X60” Building OfficfAl Date c r c p c WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION 4/23/01 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1 /16/2003 Applicant: Owner: JS4ASER JOB ADDRESS: 736 Contractor Local Phone: Parcel # 1132060141680 Fees: FEE2003 -247 FEE2003 -248 FEE2003 -249 Description Building Permit Application Fee CCF Notary Fee Total Fees: Amount $60.00 $0.60 $5.00 $65.60 Total Fees: $65.60 Total Receipts: $0.00 Permit Status: If there is no permit r' fee is Qom^ NE 94 APPROVED Permit Expiration: Work: EXTERIOR PAINTING AS PER AGREEMTENT L �fI COMPUT SOUTH B E N o. 825 1000 jp,M1 BEACH, Ft- 3313 Pay to the ()rifer O( D /6 • pLON L BA 4 Hrl 8� 1(14 143068 \\ s 4 60 5 L10 L 7 28 , L5 OG � 2 �- -- 11 �:U b 700 Building Permit Permit Number: BP2003 -60 MASER ST Contractor's Address: Legal Description: 5-6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 11 & E1/2 LOT 12 BLK 65 LOT SIZE 7/13/2003 Construction Value: 1728 63-151 riP $ 60 Dollard (Contractor or Builder) MJO.R•iE 01 � BY: BY: $900.00 Page 1 of 1 verify, there will be no inspections. Re- inspection section. II the equipment or device described in the application herefor in strict compliance with all e with any plans, drawings, statements or specifications that may have been submitted to is not done in compliance with such ordinances or if the plans are changed without lctor or builder named above assumes the responsibility for a thorough knowledge of the ngs or in the statements or specifications and that he assumes responsibility for work done : ompliance with all ordinances and regulations pertaining thereto and in strict conformity Village. In accepting this permit I assume responisibility for all work done by either MJ VILLAGE • • • • • • 'P ain't Color Approval and Agreement • • ••. • • • •• • • • _ : • • • ( OWNER' S AME: ° VT - W. o 4u ADDRESS: :'�j,;;. 9 � -- * * * * * * * ** * * * * * ** ADDRESS OF SIt : •• CONTRACTOR & LICENSE (if applicable) COMPANY NAME: PHONE: All Elements on the site must be listed and indicate the color to be painted. I W alls ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fascia Drip Cap/Drip Edge Soffit 0 / Roof Flower Bins Shutters 0/14 co\br 7 Awnings P Chimney W / Doors and door jams 41/ $ Garage Doors 1 / Railings A / Fences Decorative Metal All brick (simulated or regular) Stucco Banding Any other stucco features Accessory Buildings Other A4 Ao r S'virtie 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. I authorize the above -named contractor, if applicable, to do the work stated. Furthermore , the paint colors will be as per the attached ampl APPROVED: Building Of c i-zv P ONE: -7S 74f (./0 ,S b'U1 tar44 < <jL 3307$ **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** '`N Si • (/lam (Q v,. -. '33( i Greyrock Inn • 50YY 5C,C47 ' RogcrcR 51.1 2099 - r� G M urrzo .ceo 2062 V" Signature of Owner 'Date Signature of Contractor Date *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WHEN PAINTING IS FINISHED, CALL OR FINAL INSPECTION //i 3/0 3 ial Date 4/23/01 MIAMISHORES VILLAGE • • • $ Approval and Agreement • DATE: . .4/ fiD2;-• ... . OWNER' S NAME; ' i ,' b. #-1, y`j a v‘ IA u vv PHONE: 3, 5 74 /v 0 • ADDRESS: `7 3 C P fib= `I t— s4 . * * * * * * *•• • • *g` *'fit **a s k************* * * * * * * * * * * * * *** * * * * * * * * * * * * * * ** • ••••••• • • ADDRESS t�F $ff ' : • • CONTRACTOR' &'.ICtNE (if applicable COMPANY NAME: PHONE: ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** All Elements on the site must be listed and indicate the color to be painted. Walls / ,R 8 95 Fascia /vJ4 Drip Cap/Drip Edge 01 � s - Soffit i / 2 ei S" Roof , Flower Bins NM �j o 16- Shutters N/A 9 4Pri BODY Awning / 2 ?V� �'� • ate Chimney .6 / 2(�V� ����,,�� °j Doors and door jams .3 S6 2 �X'`I� ....< J �" Garage Doors O/ a fTYS : 433 Railings dk f 2 f4'-3- A Fences iv /A t Decorative Metal .2 2 3 3 All brick (simulated or regular) 4,14 Stucco Banding AviA Any other stucco features A//4 Accessory Buildings N //- Other rvo,rf Dow,- 4 2 02 833 Su rv®6 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. I authorize the above -named contractor, if applicable, to do the work stated. Furthermore , the paint colors will be as per the attached samples. 014 Signature of Owner Date Signature of Contractor Date APPROVED: 4 13.1.mcichasuco eery WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION Building Official Date ' 4/23/01 SW 2395 Date /. 1 -Time Type Insp'n Permit No. Name Address Company Phone # Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request For Inspector! l ZZ ■ JUL Date Legal Description Owner / essee/Tenet 7247 .6/ Ae/( )047 Owner's Address Contracting Co. i5 L e1 1 /C, Qualifier Deg. die/ t �{ lel State # - -S l IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 550.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING WORK DESCRIPTION: al 61 C Ies c / 114_1- vo0 { TA re0 t"7 n e e alai C&t d i7' h ra.oe. Square Ft. A 4 J 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 ANY 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). 1 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, 1 authorize the above named contractor to do the work stated. Signature of own- . or Condo President Pate Xp . . A 11. ond. resident as to 3 wner an My Commission Expires q 2003 ERMIT APPLICATION FOR MIAMI SHORES VILL 1065x#-.''. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fa 6 3 Job Address 934 /t./ 4> St Tax Folio 936 /LE / Municipal # SS# e Li cce r 16E,55 801 5-1 I9 Historically Designated: Yes ` No X Master Permit # b ? .2w 6^ +12 t7 X ' JC Phone Address Competency # Ins. Co. ELECTRICAL PLUMBING MECHANICAL 1 ROOFING Estimated Cost (value) 4 �7/g /c Signature of Contractor or Owner Builder Date CEGVE :307-S7 2003 r.�� r ��1 ,r Phone 7 I/12- Notary as to Contractor or Owner Builder Date My Commission Expires Angela M Becker My Commission DD150048 c pires November 15, 2006 � FEES: PERMIT c RADON C.C.F • ( , 0 NOTARY r - 00 BOND APPROVED: TOTAL DUE tC 1S • e 0 r . JUL 1 4 2003 Zoning Building Electrical Mechanical Plumbing Structural Engineer NoS‘ 455S 7 ) ) S S Contractor's Name: ❑ (Low Slope Application) DECK TYPE: FASTENER TYPE: FT FT FIELD: PERIMETER: DETAIL 1&2 SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION f//-ht I C7 10C--/ Job Address- P 7 3L.0 /tT ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Asphalt/Fiberglass Shingles) . ❑ (Metal Roofs/1Vood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof.":'. ❑ Re- roofing ❑ Recovering cpair ❑ Maintenance Flat Roof Arca (ft Sloped Roof Area (ft Total (ft Master Permit Exposure category (per ASCE 7-98): Building Classification category (per ASCE 7 -93): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) r r; fpt r ----- ___ —__ ✓ � -- L ❑ (Mortar -Set Tile)w L Roar FtNI -U 1 1 1. `- _--- ' ----------- - __•- -------- FIGURE HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOTt ROOFING CONSIDERATIONS 1524.1 A6 it pertains to this section, it is the responsibility of the roofing contractor to provide the owner witli therequired roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, .Building 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. 1. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) 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. vim) 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 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). j 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 Florida Building Code 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. 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 the Florida Building Code, Plumbing. 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. Owner's/Agent's Signature CADOCC ?It.14.0LOCALi•IIT.rOKTIO\ 104.44 r7 / I / 03 Date Contractor's Signature N° 5807 MIAMM SHORES VILLAGE, FLA. JOB 4, v ADDRESS 7 3 C. 9 i 2S INSPECTION 7; TIME READY 4-m - 3 / - REMARKS: INSPECTOR DATE '`� 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 Registered Architect and /or Engineer /*)`` Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) Disapproved ( Signed) Le To be constructed of Kind of foundat . .. .,,t t, STATE OF FLORIDA, COUNTY OF DADE. ss • MIAMI SHORES VILLAGE M kof and who, being by me first duly sworn, upon oath deposes and says that he of the above described construction, that he has ca efully read the foregoing therein by him s ed are true. Permit No. Date Date 2 ' Building Insp r Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making the Planning Board. A re- inspection fee of $1.00 will be materials and /or workmanship. .._. Date C� 19 3 No 7 . ? Street Read, Sworn to and Subscribed before me. LANNING BOARD DATE �,, — - - - -- and for no other purpose. New Building fiemodeling Addition Repairs " No. of Stories f Covering 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 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. Remarks (Signed) d .•1 M : 1 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, is the_ application, and that he did sign the same, and that all facts Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date corrections or changes to this application after approval has been obtained from charged when such re- inspection is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE BU :;.DING INSPECTION DEPARTMENT APPLIr/TION 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 K ie A P Registered Architect and /or Engineer ......... Name and address of licensed contractor_.. _ ./. ®L f ". IY N A P i Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ..6__..A/ . State work to be done and purpose of building (by floors)._. New Building be sent to__.._ . - -- - -- Remodeling Building Inspector Chairman Member .. . ............. Member .. _.. Council Approved Date ..._>.!..f.Y_ _..I._ _...._.__ ,19. No.7 3 G Street.. . ..f_....2. ...f_ ✓ Addition and for no other purpose. No. of Stories To be constructed of Kind of foundation._.._ Roof Covering. 1— Estimated Total cost of improvements $ .� 0 0 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 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, Pennanent 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. rA. Remarks - . --..... - - (Signed)/ Read, Sworn to and Subscribed before me. Notary Public, State of Florida 7 4 /"I. 3 0, .4 ° My Commission Expires STATE OF FLORIDA, I COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ----- _,.___to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. / r 1.7 Date 1 / —/)/ 7 / Disapproved '4 Date (Signed) L/' `' PLAN j* C BOARD __.... Member Member Member 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 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. a . _....._._ 1971 Owner's . s Name and Address ....... IPA r / "1s _ .. . . No � ... ee t 17 !_7 rr Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done STATE OF FLORIDA, COUNTY OF DADE. ss Chairman Member Member ....- . _.._._. rsv 736 NNE 9 ST- State work to be done and purpose of building (by floors)..._ '<F T/r,F 0N6j U 1 _...__..._ coweep Slf(!taE Tf cE and for no other purpose. New Bui!ding Remodeling Addition Repairs' No. of Stories To be constructed of Kind of foundation Roof Covering SiJi ' Gf / L� !b � u/ Estimated Total cost of improvements $ ,> U Amount of Permit $. .s, ......._.... Uv 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 performed under this permit, as are licensed by Miami Shores Village. Remarks._._ __._ .._ (Signed) i- ., ° ' ` t''E "' - Member Member Member ..._ PLANfNNING BOARD DATE ivw21 Sr Disapproved ._ _...__._ z � � Notary Public, State of Florida a � arY (Signed) Building ate g Inspector My Commission Expires ....... ............ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — - -- — - - - M to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are ` e. / r 7 v Permit No.___ _ _ _ Date Read, Sworn to and Subscribed before me. 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 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. lUILDING :LECTRICAL ' LUMBING :OOFING ?wner of luilding Iv L., . .. .rchitect ontractor r Builder egal )escription ddress of uilding Lot MIAMI SHORES VILLAGE. FLORIDA d` ❑ � DATE 1951 PERMIT N° 4259 Contractor's License No L fl ❑ Work to be performed under this Permit CONTRACTOR OR BUILDER /.. 'f B1 ' f Value of Project $ / ky Subdi- vision Amount of Permit $ I rrt` '-,FC 47 c This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application zrefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, awings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any no 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 anted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations =rtaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work one by his agents, servants or employees. Signed- 14 . i f lad INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered he r under in compliance with all ordinances and regulations =rtaining thereto and in strict conformity with the plans, drawings, statements or specifications submit d to the proper authorities of Miami Shores Village, In ac- pting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY e Owner's Name and Address Registered Architect and /or Engineer.. Name and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. j ss Permit No._ Date (Signed) N $ui ding Inspccto NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby wade 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. V22a ..-.._ . 14:11;lid• / Xd.-L/....._.. -- - .._.._.. — No.. Street Date Location and legal description of lot to be built on: Lot Block � ivisioq 2 ,,,,. Street and Number where work is to be done ( `2 State work to be done and purpose of building (by floors)...__....d...`': and for no other purpose. New Building Remodeling Addition C/ Repairs No. of Stories To be constructed of Kind of fou on . Roof o ering.. / � / . E Total cost of improvements $ Q Amount of Permit $. Zone cubage required .._....Plan Cubage Distance to next nearest building Size of Building Lot Mfaxirnum 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 subcontractors 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 pennit, as are licensed by Miami Shores Village. Remarks. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. Chairman Member Member ...... _---- ._..._._..._.__...._ Council Approved Date (Signed) S ° : /i ' ' '' Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Lio_07414,( /K89 to me well known, P NINC BOARD DATE Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Date: Property address: Owner: Contractor: Permit #: City: Type of Tile: Zoro a Asociotes Inc. Roofing Laboratory Testing and Research Moisture and Up —Lift Testing 6/18/98 36 Trafh St., Miami Shores, Fl Maser Assoc. Homes Construction 41781 Miami Shores Pioneer Product Control #: 95- 1128.11 Roof Slope: 3/12 Sq.ft. area: 2,000 sq.ft. approx. Testing Equipment: Chatillon - DFIS 100 2524 W. 3rd. Avenue, Hialeah, Florida 33010 0■54)433 -14B4 * Fax (954)437 -2298 letro -Dade County Certi1nation No. 98- 0116.01 June 22, 1998 RE.: TEST TO DETERMINE ROOF TILES ARE SECURED TO DECK AFTER 72 HOURS INSTALLATION - ADHESIVE SET - SOUTH FLORIDA BLDG. CODE 3404.3 The purpose of this quality control test is to confirm that there exists sufficient bonding by the adhesive to the tile and underlayment in the tile system applied; it will be determined whether 75% of the tile bonds to be tested in three different roof areas, provides sufficient resistance to an arbitrary static uplift load applied on the tile. This procedure will satisfy the Building Code Compliance requirements set forth in Protocol PA 106. Tiles have been tested on three different roof areas: field, perimeter and comer areas. Prior to testing, dimensions of these areas were determined and recorded according to Chapter 23 of South Florida Building Code. Tiles selected at random from the three different areas, were lifted by hand, in order to test for loose components. LOAD APPLICATION: An arbitrary load of 35 Ibf. has been applied to each tile, holding the Toad for 5 seconds. Test results are tabulated as follows: AREA # PULLS LOOSE TILES BROKEN/ CRACKED TILES ADHESIVE DELAMINATED FROM UNDERLAYMENT TILES DELAMINATED FROM ADHESIVE Field 32 none none none none Perimeter 39 none none none none Corners 20 none none none none Enclosed find a sketch of the test site roof, indicating field, perimeter and corner areas with dimensions, and also, location where pulls have been conducted. XX XX Truly yours, ZARA AND ASSOCIATES, INC. f;/ CIELA ZARA / President Encl. Sketch More than 75% of the tile bonds tested in each of the three areas, provided sufficient resistance to the arbitrary Toad applied. More than 25% of the tile bonds tested in each of the three areas, did not provide sufficient resistance to the arbitrary Toad applied. More than 10% of the components have been determined to be "loose" components. The static uplift quality control test for the property in question, complies with the Code requirements 3404.3 and Protocol PA 106. RICARDO CARLES, P.E. PROPERTY LOCATED AT 736 NE 94TH STREET, MIAMI SHORES, FL 22 ft Field ® Perimeter 0 Corners 37 ft ®' r. 19ft 19ft 17ft I .... I ' J I ® • I 8ft 4 FLAT 8ft FRONT 17ft 2ft- 15ft • '® � I � I I I ® .1 • ® 1 i ® -5 ft- i ' ® 1 I � J 15 ft 31 ft • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date x- 7 -y7 Job Address 7 ? ‘ / 7 d Tax Folio / —3 c 7pt% - / / 6 F Legal Description to f /l sh f /t of 40: Historically Designated: Yes Owner/Lessee / Tenant /yh 'JO,/ Master Permit # Owner's Address 73 E 9 r S4, Phone Contracting Co. A ) c/4 / , S )13E � Address Qualifier L. Pi c / J4 Af i /c$ d a v SS# ZPhone Z'6(, ' 7 se r..(q Ins. Co. State # 0 G C. (7 0 7 Municipal # Competency # Architect/Engineer I-� Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL 4OOFIN PAVING FENCE SIGN WORK DESCRIP'T'ION W Square Ft. gD �' i7 ÷ fo is7 F4Y- Alf 1,7 a ature •.f o er and/or Condo President Date nsfrill (Aae 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. Furthermore, I authorize the above -named contractor to do the work stated. ks:V/..? 7 Notary as to Owner and/or Condo President Date My Commission Exp re M ERO BALBOA ,§1,1" P %COMMISS ;ON # CC 497478 * ; c+ EXPIRES NOV 17, 1999 `� • 'n�. er BONDED THRU 0; f‘ ATLANTIC BONDING CO., INC FEES: PERMIT %N RADON APPROVED: Zoning Mechanical Building Estimated Cost (value) /,7 ‘ ,0e C.C.F. 7a NOTARY Signature Contractor or Owner- Builder Notary as to Contractor or Ow Bu My Commission H OMERO ilder Bq 4 m �COIMISSION # j, J E1tIAES NOV 17 18 41. 0FA. 41. ATLANTIC BONDED THRU BONDfNG CO., INC. Electrical Plumbing Engineering Date l ' 3/9 Date 100 TOTAL DUE 10, 5f4 AUG -14 -97 THU 22:48 P 01 PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: NOTICE OF COMMENCEMENT ' A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 9 71=;367‘. 199? AUG 14 10:24 THE UNDERSIGNED hereby gives notice that improvements wilt be made to certain real property. and to accordance wiW Chapter 713. Florida Statutes. the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 2. Description of improvement: 3.Owner(s) name and address: _ - ._a' _ -� e .4ii M r ;, c�� A- Interest in property: Name and address of fee simple titleholder: r A Ar iE'c iY :era • • :. wf:w . ,. /• R • � p p s 4. Contractor's name and address: 1 5. Surety:(Payment bond required by owner f Name and address: Amount of bond $ 6. lender's name and address: 7, Persons within the State of Florida designated by by Section 713.13(1)(a)7. Florida Statutes. Name and address: m contractor, if any) T' - - r. , er who .. -or other dos merits may bed. pity ded 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: S pr? 1,9777 ring Owners Name 0. Expiration date of !his Notice Of Commencement: (the expiration date Is 1 year from the date of recording unless a stt�ta• nt date is .. _cigL d) Lure or Owner Sworn to and subscribe0alw me tht®tit_ at e liikisS coMM,s —' , 4 7. # 497478 m .4 .4. Ts b(fs1RES �._ Nov 17, 1999 Print Notary's Name My Commission Expires: Prepared by: 0 4Vi/ '.9 :l R, 7131 AUG -14 -97 THU 22:47 P.01 (� _ C� PERMIT APPLICATION FOR MIAMI SHORES VILLAGE D a t e ,L - 7 / 7 J o b A d d i w n 7 ?4 p/1 ! / ° � � Tax Folio / I -3 ? t - 6 fl e Legal Description L r // ¢ 6 » pie 10# 47. Historically Designated: Yes No( Owner/Lessee / Tenentkh Art A.2a�Qi d ER Master Permit # Owner's Address 73 G N E 9 y Phone Contracting Co. l 4 t E Qualifier emu State # _ 2 c (� t7 7 Mtmicipai Architect/Engineer Bonding Company Mgt Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION ••:' Square Ft 0 /4, G � 4 - 6 iv ;gee_ Estimated Cost (value) 1� . 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 !MEND 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_ t 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 ail Ws regulating zoning. Furthermore, I authorize the above -named contractor to do the work stated. applicable applicable ,E! Gc,�• 437/ /f 7 Notary as to Owner and/or Condo President Date My Commission Fti3 tCOMMISSION CCC 497478 EXPIRES NOV 17, 1999 0 BONDED !NM) /MANTIC BONDING CO.. INC APPROVED: ;EES: PERMIT ____ RADON C.C.P. Plumbing Date sa iLl SS# -Phone La& 6q ?se Competency #1 �.�...�.�....... ins . Co Address Address Address Signature . Contractor or Owner - Builder Date Address Notary as to Contractor or Owner - Builder My Cotunissiott ��t tb1Ei� ."°A ? �, � OjISStON � 8 CC49T�TS RE$ NOV 17, t TNRU t Ca INC. NOTARY TOTAL Dl,E Electrical F.t,glncssu�g_ — — PAVING FENCE SIGN /3 . Date Contractor's Name: gOAJi�'T0� 92. 6' Job Address: 73&, )VE' 5 9 ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) al rtar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roofe roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table I): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Y A „ `tJ 00.55 v4° / $4 ih? ROOF PLAN Ft. V A V 1 Deck type:0)C. �� ATTACHMENT Fastener Type:' % 7A.) CA , 7 SPACING Field: Perimeter: 6 Corner: DETAIL 1 & 2 r r r r r 123.01.78 ass Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rid a ntllation? Deck type: MEATY HEIGHT Underlayment: Insulation: - /` ROOF SLOP/ D E T A I L 3 SLOPED SYSTEM DESCRIPTION ©..8 L.J /v/L) Fastener type & ipadng: CA P is oc 5/ /( C. S .G1 /fU ,/ ' o Z..6 Cap Sheet: Roof Covering: fie ,e_e Q_/'20/ / Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) 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 (Pmax1:7't3 (Pmax2: (Pmax3: 9,c j x ? TILE CALCULATIONS �0 ® (Aerodynamic Multiplier):' M G ' e M / •�' PCA: Pt. + s ( Aerodynami: Multiplier): ' 9 ) - m !-8/= M 12- PCA: % -, b1 (Aerodynamic Multiplier): ' ) - M - 2 ' gi M �CA: `X • / Page -2 tNes OMAN.? 'z jet/ 7 17) 'FAO ?oor 7 ,, FIT/ 30 6 t 1/ 1410 life te a PRODUrT CONTROI NOTICE OF ACC EPTANCE Pioneer Concrete Tile 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 Expires Jan. 16.1999 Apprnveil: _ an..LC 1926 CONDITIONS BUILDING CODE COMMITTEE p aul Rodrigo Product Control Supervisor METROPOLITAN DADE COUNTY. FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -OAOE FLAOLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 331304563 (305) 3752601 FAX (305) 315.2906 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 3724339 Your application for Produce Approval of Pioneer Nall - On. Mortar Set or Adhesive Ser "Palema Double Roll" Roofing 771e under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submined by: , Redland Technologies. The Center for Applkd Engineering. Inc.. and Professional Service Industries, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used In Dade County, • . Florida under the specific conditions set forth on pages 2 through 17 and the standard conditions set forth on page 18 The approval shall not be valid after the expiration date stated below. The Building Code Compliance °Mee reserves the right to secure this product or material at any time for • Jobslte or manufacturer's plant for quality control Testing. If this product or material fails to perform In the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material Immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Flor(da,Duilding Code. The expense of such testing will be incurre y the a etur r. Acceptance No.: 95. 1128.11 Revises No. 95 -0321 O 11 as at .,I I t. This application for Product Approval has been reviewed by the Metropolitan Dade County building Code Compliance Department and approved by the building Code Committee to be used in Dade Count, Florida under the conditions set forth above. Charles Danger, P.C. Director Building Code Compliance Dept. Metropolitan Dadc County Applicant: Pioneer Concrele Tile 1340 Southwest 34th Avenue Deerfield Beach. FL 33442 Calctaoc: Sub -Calmer 1.3fpc: Sub -TypS: ROOFING SYSTEM APPROVAL Prepared Roofing Low Profile Tile Nail- on/Mortar Set/Adhesive Set Concrete Syslcm Descripllon Pioneer Concrete Tile Is ■ domestic manufacturer of concrete roof tile with manufacturing facilities stretching from the West Coast to the Southeast. MI the Is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Control Approval relates to Pioneer's "Palema Double Roll" tile profile. Refer tO appropriate Product Control Approvals for other tile profiles Pioneer tile is fabricated with a wide ridged and grooved sidelap providing a water channel at vertical Joints. The ridged sidelaps provide a self - aligning function, creating a uniform appearance. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories are als•aveitable to makeup a complete-tile system. Pioneer's "Palema Double Roll" roof rile has been tested In compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set and adhesive set tile applications. The minimum roof slope for Pioneer's "Palema Double Roll" nail -on, mortar set or adhesive set tiles shall be 2 " :12 ". See the "Profile Drawing: section in this Approval for the "Palema Double Roll' profile drawing. The Pioneer "Palema Double Roll" tile profile has been tested for boas wind characteristics and static upliR performance, therefore, any consideration for installation shall be done as a'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Contact: Joe Zambruski Customer Service Representative 1340 Southwest 34th Avenue Deerfield Beach, FL. 33442 (800) 624 -4152 P1 Product Control No.: Approval Date: Expiration Date: Product Control No.: 93-1121111. �it► a to m 70686 Plans Examiner, Product Control,Divislon 95- 1128.11 Jan. 16. 1996 Jan. 16. 1999 :gy Trim Pieces 11' TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED nY APPLICANT Test Dimensions Specifications PA 112 1 -16't4 w Sr thick 1- varies w - varies varying thkkness PA 112 Accessory trim. concrete roof pieces for use at hips, rakes. ridges and valley terminations. Manufactured for each tile profile. P2 Product Control No.: 95.1128 11 Product Description Losv profile, interlocking. high pressure extruded concrete roof tile equipped with Iwo nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. frank Zuloaga Plans Examiner, Product Control Division EMILIcl 130 Felt 143 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex -ZD 140 59" x 164' roll Underlaymenl 221bs/roll Rainproof 11 Ice and Water Shield 36" x 75' roll Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTIIERS Dlmenslo s N/A N/A N/A 30" x 75' roll .•36 "x75'roll r— or 60" x 75' roll N/A N/A Test SpulDufon1 ASTM D 226 type 11 ASTM D 2626 Product DnulBllon Saturated organic felt to be used as a nailed anchor sheet. Saturated and conted organic base sheet for single or double ply underlayment. ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 'Single ply, nail -on . underlaymenl. ; PA 104 PA 103 ASTM D 312 type 111 or IV ASTM D 4516 P3 Product Control No.' 95.1121.1( Single ply, nail -on underlayment with 2" self- adhering lop edge. Self-adhering underlaymenl for use as a top ply in a Iwo ply underlayment system with • Approved 130 or 143 as the base layer. Asphalt for bonding a mineral surface Cap 10 a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and Bashing applications. • ek 2me Plans Examiner. Product Control Division Manufacturer generic generic generic • Lensing ll:- Performance, Inc. With eurrenl PCA i0:: • Protect-OM/rap, Inc. with current PCA W.R. Grace Co. with current PCA generic generic ' `iii • Wood battens Tile Nails Tile Screws •Roof Tile Mortar rnIeTite *"") r Roof Tile Mortar ('Quikrete® Roof Tile Mortar 1111401 Dimensions N/A min. 1I gm. with 41 head min. 32 ga. min. I o.d. max. 2' o.d. Yertkal min. 1' x 4' horizontal min. I' x 4" for use with vertical battens • '— 'min.1' a 2' for use' alone min. ldxIWor min. 10d x 3' N1 x 214 long 0.333' head dia. 0.131" shank dia. 0.173' screw thread diameter N/A N/A Test Spedflcallons ASTM O 41 PA 114 Appendix E PA 114 Appendix E Wood Preservers Salt pressure Treated Institute LP • 2 or decay resistant lumber battens PA 114 Corrosion resistant, Appendix E screw or smooth shank nails. PA 114 Appendix E PA 123 PA 123 P4 Product Description Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank. hot dipped. electro or mechanically gale. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use In underlayment attachment Corrosion resistant. coated. square drive. galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Product Control No.: 94•1121.11 u oagn Plans Examiner. Product Control Division Manufacturer generic generic generic generic generic generic Bermuda Roof Company. Inc. with current PCA Quikrete Construclio Products with current PCA £rodue( Dimensions Roof Tile Mortar N/A ( "OONSAL® Roof Tile Mortar Mix") Roof Tile Adhesive ( "Polypro® M1160") Hurricane Clip & Fasteners Valley Flashing Drip Edge N/A Clips PA 114 Corrosion resistant generic min. Sir' width Appendix E bronze. aluminum, min. 0.060' thick stainless steel. galvanized steel or Clip Fasteners plastic attachment min. tidx 1 %.' clips for supple enlal • tile attachment. Clips are Installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip Is required on all nail -on cave tiles. min. 26 ga. min. 16' width min. 26 ga. min. 2" face flange min. 2' deck flange Test • Product • Sneeifleatlom ' Deserlplion PA 123 Prepared mortar mix designed for mortar set roof tile applications. See PCA Two component Polyfoam Products, polyurethane adhesive Inc. designed for adhesive with current PCA set roof tile applications. ASTM A 323 Galvanized steel valley flashing PA III Galvanized steel drip edge P5 Ai�f Frga Plans Examiner. Product Control Division Product Control No.: 93.1121 Manufacture( W.R. Bonsai Co. with current PCA generic generic ' J it The Center for Applied al. Engineering, Inc. y z1 ; :r • • Test Agenet i;. :'. Redland Technologies 1I ' p L' Redland Technologies The Center for Applied t o Engineering. Inc. The Center for Applied Engineering. Inc. The Center for Applied • Engineering. Inc. The Center for Applied Engineering, Inc. i • 33r` • The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering. Inc. TEST REPORTS Test Idcnllfet 7161 -03 Appendix I11 7161.03 • Appendix 111 94.084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94 -0600 25-7094-1 25- 7094 -7 Static UpIif Testing Oct. 1994 PA 102 (4' Neadlap, Nails, Battens) • 25. 7094.4 Static Uplift Testing Oct. 1994 PA 102 (4' I leadlap, Neils. Direct Deck. Recover/Reroof) 23.7183 -1 25. 7183.2 25. 7214.2 P6 Test NamdReport DJelt Static Uplift Testing Dec. 1991 PA 102 Static Uplift Testing PA IO2(A) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing Oct. 1994 PA 102 (4' I leadlap. Nails, Direct Deck. New Construction) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quilt-Drive Screws. Battens) Statie Uplift Testing PA 102 (I Quik•Drive Screw. Direct Deck) Product Control No.: 93- 1128.I( r7mrL Plans Examiner. Product Control Division Dec. 1991 March, 1994 Feb. 1995 Feb. 1993 March. 1995 Test Agency The Center for Applied Engineering. Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service • Industries. Inc. Test Identifier ' 23- 7214.6, 7161-03 Appendix 11 • • • Product Control No.: Mt 121.1( , • . • t,n' (•.', I,■ ,•: 1 � aft. }n r TestNamdReport alte Stade Uplift Testing March, 1995 • PA 102 (1 Quilt-Drive Screw. . Battens) Wind Tunnel Testing PA 108 (Nail -On) Dec. 1991 Leper Dated Aug. I, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (NaII.On) 1'0671.01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) . PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Project No. 307025 Wind Driven Rain Oct. 1994 Test NMDC -76 . PA 100 • 224.47099' �-" - - Physical Properties Sept. 1994 PA 112 P7 •. • 0:74 FFa it • Plans Examines, Product Control Division y ' {141 . . • Underlayment: ••7• 4 beck Type beck Description: Es 'SYSTEM As Slope Range: Vertical Battens: Wood, Non - Insulated SYSTEMS New Construction "/, or greater plywood or wood plonk. Counter - batten Application P O Product Control No.: 95 2":12" to 7 ":12" Note: Counter- Datlens, as noted below, are required for slope rnnge 2 ":12" to less than 4 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For atopes exceeding 7 ":12 ", refer lo System C. Install underlayment system in compliance with Dade County Application Standard PA 118. Install vertical battens in compliance with Dade County Application Standard PA 118 Horizontal battens: Install horizontal battens in compliance with Dade County Application Standard PA 118. e. Roofing Tile - Install tile in compliance with Dade County Application Standard PA 118. r • • (See Data for Attachment taleulations" included in this Approval.) I. For re-roof applications. "I,," plywood is an acceptable substrate. ea- roro aga Plans Examiner. Product Control Division Deck Type: Deck Description: SYSTEM B: Slope Range: Underlaymenl: Roofing Tile: Comments: Wood, Non - insulated New construction "V or greater plywood or wood plank. Direct Deck Application 4 ":12" to 7 ":I2" Note: System B Is only acceptable In this slope range. For slopes less Than 4 ":12 ", refer to System A. For slopes In excess of 7 " :12 ", refer to System C. Install underlayment system In compliance with Dada County Application Standard PA 118. Install the incompliance with Dade County Application Standard PA 118. (See Data for Attachment Calculations" Included in Ibis Approval.) I. For re -roof applications. "4," plywood is an acceptable substrate. P9 t r . : product Control No.! • 95 - 1 l28 I t •, . Fra u oaga Plans Examiner. Product Control Division Wood, Non - insulated Deck Description: New construction 'V or greater plywood or wood plonk. I lorizontal Dallcn Application Underlaymenl: Install underlayment system in compliance with Dade County Application Standard PA 119. ' Horizontal battens: Install horizontal battens in compliance with Dade County Application Standard PA 119. Roofing Tile: Cotzimenlsi_ r . i., Cot re- roofapplications, :h," plywood is an acceptable substrate. .• ..`t,• • 1 SYSTEMS (CONTINUED) Product Control No.: 9i- 1126.1 It 4 ":I2" or greater Note: Horizontal battens, as noted below, are required for slopes In excess of 7 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes Tess than 4":12", refer to System A. Install tile in compliance with Dade County Application Standard PA 119. (See Data for Attachment Calculations" included in this Approval.) ■,...•••.-- P10 �!i — Plans Examiner. Product Controt Division Deck Type: Deck Description: SYSTEM D: Slope Range: Underlayment: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non - insulated Ncw construction "I,; or greater plywood or wood plank. Mortar or Adhesive Set Application 2 ":12" to 7 ":12" Nole: System D Is only acceptable In this elope range. For slopes In excess of 7 ":12 ", refer to System C. Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation NS.) Install tile in compliance with Dade County Application Standard PA 120. (See Data for Attachment Calculations" included htthis Approval.) 1. For re -roof applications, ! /,; plywood is an acceptable substrate. P11 • Product Control No • 91 -I tit It • • a Plans Examiner, Product Control Division • - 1 2 5a i Table 3: Attachment Resistance Expressed as a Moment - M, (ft - /b1) for Nall -On Systems' Tile Profile Tile Application App oved Nails App oved Screws' App oved Fletd Clip With: App oved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Pioneer - Palema Double nor Battens 4.10 7.10 22.90 49.10 24.20 34.80 22.10 32.20 Direct Deck 11.80 21.90 I5.60 47.10 24.30 35.50 19.00 31.90 Table 2: Restoring Moments due to Gravity - M (It -Ibi) Tile Profile 3 ".12" 4 ":12" 5 ":12" 6 ":12" 7':12" or greater Battens Dlred Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Dked Deck Pioneer 'Palen) Double Roil - 5.92 8.60 5.82 15.89 6.70 8.55 5.68 8.39 5.41 WA Table 1: Aerodynamic Multipliers - k (11') Tile k (ft') k (It') Profile Batten Application Direct Dock Application Pioneer "Palema Double Roll" 0.27 0.29 SYSTEM LIMITATIONS P12 Product Control No.: 95- 112811. The standard minimum roof pitch for Pioneer's "Palema Double Roll." low profile file shall comply with Dade County Application Standards PA 119, PA 119 or PA 120, depending on the method of installation. 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 shell be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Pioneers "Palma Double Roll" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation In compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited resting agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless staled otherwise by the underlayment material manufacturer's published literature. • 6 • .. All tiles` shall bear the Imprint or identifiable marking of the manufacturers name or logo for identification iri flcl The Identifiable milk Tor the "Phenyl' Double Roll." low profile tile shall be the word "Bender" on the back side of the tile. 7. Applications for roofing permits shall includes completed Section 11 of the Uniform Building Permit, a copy of Pioneers current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any 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 Dade 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 Dade County Protocol PA 112, Appendix W. 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 attic South Florida building Code. rarrkZ oaga Plans Examiner, Product Control Division Product Contrnl No.: 93.1129 1 L • 1'•• • ,,.: DATA FOR ATTACIIMENT '. CALCULATIONS ' Data noted In Table 3 Is for Mslofatton with a 3' ine headlap. ' Approved screws are as noted In the Trade Names of Products Manufactured Oy Others' and 'Profile Drawings' sections of this Approval. Clips on eave the are not requked for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Fr a" oaga Plans Examiner, Product Control Division Table 3-A: Attachment Resistance Expressed as a Moment - M, (11 -Ibf) for Nell -On Systems Tile Profile Tile Application Two (2) 10d x 3" long nails' Pioneer 'Palma Double Ror (Ned Deck Now Construction (min. w in" plywood) 07.50 Diced Deck RecaverlReroof (min. "I plywood) 43.00 Battens New Construction 50.00 Table 4: Attachment Resistance Expressed as a Moment • M, (fl -Ibf) •_ • • • • .. • • for Mortar or Adirsive Set Systems Tile •• Profile Tile Application Attachment Resistance Pioneer'Patema Double Ror Modsr Sel 20.60 AdhetHe Sel 06.61 DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Product Control No.: 93.11211 1 ' Tie Installation with a 4' headap using Iwo (2) Approved 10d x long polymer coaled. corrosion resistant, ring shank nails Installed In manufactured holes located 2W from the head of the Ise. Clips on eave 18e are not required for lids eltedrment configuration unless the Required Moment of Resistance exceeds the values noted above. I P14 Plans Examiner. Product Control Division PROFILE DRAWINGS PIONEER "PAI.r to DOUBLE ROLL" P15 . Product Control No.: 93. 1121 • • t: • r F aga Mans Examiner, Product Connell Division :tiu i PROFILE DRAWINGS (CONTINUED) APPROVED SCREW FOR SCREW DATA IN TABLE 3 P16 Product Control No.: 91 -1126 11 Fr Plans Examiner, Product Control Division Pioneer Concrete Tile 1340 Southwest 34th Avenue Deerfield Desch, FL 33442 ACCEPTANCE NO.: 95 - 1128.11 APPROVED t Jan. 16. 1996 EXPIRES t Jan 16 1999 NOTICE OF ACCEPTANCE STANDARD CONDITIONS • 1. Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documentation. Including tell supporting data, engineering documents, are no older than eight NO years. • 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or u specifically stated In the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change In the South Florida Building Code affecting the evaluation of this produce and the product is not In compliance with the code changes; b) The product is no longer the same product (identical) as the one oolgInally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, Including the correct Installation of the produce; 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 shall • nutomatiujly, be causgfor termination of this Acceptance. unless prior written approval has been requested (through the filing of a revision application wil(i appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of This Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration dale may be displayed In advertising literature. If any portion of the Notice of Acceptance Is displayed, then it shall be done in its entirety. . I 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributes and shall be available for Inspection at the Job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I through 11. END OF THIS ACCEPTANCE P17 Product Control No.: 91. 1121.1 j Fr(nT u ga Plans Examiner. Product Control Division ill finis* #ice If* Mil . BiA Specifications Class : ' . .... -- Y.' - A G C j :::..3' -$ .:= -_ 0 3= 8, B -3 -0, N- B -3 -0. - •• � NN- 0-3 -G, NN -B -3 -G ';yC -'' 3 % .: ; , : , :: : )- u- 4- 0,1- 8-4-G, N- B-4-G, •• ,.. =? '',. NN.o -4-G, NN -8-4 -G '. ..- N -B -3-M A W . . . - N -4-M _ A _. ; '= A M , •; : ' , a;;_ 44434 1- 0.4 M,1- B-4 -M, NN-0 -4 -M, Via. ,r• - NN -B-4 -M A M " _ ., 5 ; -:i- B- S+1, B -5 -M - A ..- M : . . ;` , 1 43-4, fait-0-3-14 ; ,`:. ..... _;`- " x'. 4 ' < -.:1 -M, " -1 4 -M, NN- o-4 -M, : > - NN -8.4 -M A - . -M' "1:c : r - ; , : * i - : :_ ws:_ . 143-5 -M, NN -8 -5-M A GFAC - :4,. . };., 3' - .3 . -.E..: i-03-0 . A : `GFAC: '• a • •: 3` - .A':` , 1.4-4-C, 1-8-4-C • - •BiIkt : ►� ° j - b - 3t. NN- 0 -3 -C, :,. ;=.,,, ;.,-.:' ;eft; .NN- -3-C, N -8 -3 -C Y 1) ' °�'. _. ° M- .t1.3 -M, II- B -3 -M, N- B -3 -M, =-; ' : ';' : N N-0 -3 -M it , _ ; ; ; C: -- ; ,r 3.1/2'. 4 : e _1-p- 4-14, I- B-4 -M, NN -o-4M, _ .. _.:), _ -, 5 , :5'c` ^ ' ' = r:. ,', NN- B-4 -M N -8.4 -M B M ... '• - ; 3 l2`.$ .I-8 - NN- B -S-M. N -B -5 -M G4V C " ' - L0 -3-C, I- B -3 -C, N- B -3 -C, - ' ".., ". • fiN -0-3-C, NN -B -3-C B • - GWCE- C .:. :•: :; :112' 4 ' := '• 1= 0-4-C, I- B-4 -C, NN -0-4 -C, =- NN- B-4-C, N -B-4 -C C GSR11 41 • :.f 3- C, B -3 -C, NN -0-3-C, : - ;4.- _' _1VN- 8-3-C, N - - c - tae 7 ..!";':6'' - i• } - r� i 4 _ 1 -o=4t i B - c, NN e ... .. * r • NN - 6-4 N-B-4-C . C GWCE . - • :: ti al :: 3 . ° . 1-;0 = 3-C, I- B -3-C. NN- 0-3-C, . ' • .... • : • : - . - .._. ,. NN- B -3-C, N -B -3-C C Otr C 1 4 . *• • 14)- 4- C, B•4-C, 1IN- 0-4 -c, -.' NN- 8-4 -C, N -B -4 -C 6 GAFGLAS UL Systems' Ratings Key to UL Systems' Ratings Chart 1. Surfacing G = Flood coat of asphalt and 400 pounds of gravel or 300 pounds of slag M = GAFGLAS' Mineral Surfaced Cap Sheet GFAC = Grundy Fibered Aluminum Roof Coating' GWCE = WEATHER COAT Emulsion GSRB = GAF Materials Corporation Special Roofing Bitumen 2. Substrate C = Combustible and noncombustible decks Combustible = Wood planks, boards, etc.; plywood, oriented strand board; minimum ' / :Inch thick plywood or OSB. NC = Noncombustible only = steel, poured and precast structural concrete, lightweight insulating concrete, structural woodfiber, etc. 3. Slope Maximum slope, in inches per foot, allowed. U = Unlimited slope 4. Piles Number of plies of felts in the specification, and includes any base sheets and cap sheets. 5. Insulation Except for insulated specifications postscripted #1, all insulated specifications may, as an option, include any of the following insulations in any thickness: perlite, wood fiberboard, glass fiber, polyisocyanurates, perlitelsocyanurate composites, and wood fiberboardfisocyanurate composites. For postscripted specifications, perlite, wood fiberboard, and glass fiber, any thickness are required. Note: Type G2 asphalt glass mat base sheet (GAFGLAS #75 Base Sheet) is a suitable altemate for Type G1 asphalt glass fiber ply sheet (GAFGLAS Ply 4 or GAFGLAS® PLY 6) in the Class A, B, or C roof systems indicated above. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet (GAFGLAS STRATAVENT® (Vent Ply) Perforated or GAFGLAS STRATAVENT (Vent Ply) for Nailable Decks. 'Perforated' to be mopped, and 'Nailable' to be mechanically attached granule side down. As an option, Type G2 asphalt glass mat base sheet (GAFGLAS #75 Base Sheet or GAFGLAS STRATAVENT (Vent Ply) for Nailable Decks) may be substituted for G1 asphalt glass fiber ply sheet (GAFGLAS Ply 4 or GAFGLAS PLY 6) as the nailed base ply in the above systems. Bottom ply or base sheet may be solid mopped, spot mopped, or mechanically fastened. All insulations are mechanically fastened. GAFGLAS Flashing or RUBEROIDO° may be used for flashing in any of the Class A, B, or C systems listed above. Crushed stone or slag are suitable alternatives for gravel in any of the Class A, B, or C systems listed. Factory Mutual (FM) Approvals GAF Materials Corporation has extensive FM Approvals and Acceptances (in the cases of installations over combustible wood decks) of its GAFGLAS Built Up Roofing Systems. Those Approvals/ Acceptances depend on substrate, number of plies, type of insulation, thickness of insulation, density of GAFTITE® Fasteners, surfacings/ coatings, etc. Refer to the current FM Approval Guide or contact GAF Materials CorporationTechnical Services for specific situations. Be advised that FM Approvals are often specified on installations not to be insured by FM Underwriters and actual needs may be misinterpreted. Discussing such situations with GAF Materials Corporation Technical Services may serve to clarify actual job requirements. ' Made by Grundy Industries, Inc. Design Considerations PM?' GAF BUILDING MATERIALS comorunON 50 Nailable Deck Sheathing Paper a l 2 S required) Lap 2' Side Lap Ar Aff -5 L GAFGLAS Gas Sheet (as below) GAFGLAS Pty GAFGLAS' "' Specifications N- B- 4 -M /P6 and N -B -4 -M GAF - Rooting Asphalt 2' Side Lap 24' North, South, and West Zones Nailable decks up to 6 inches per foot slope. Wood, poured gypsum, precast gypsum planks, other acceptable precast nailable decks For lightweight insulating concrete decks, see page 9. Materials Approximate Weight Per Square Sheathing paper (1 ply, if required) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Roofing Asphalt Interplies Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) 11 -69 lbs. 22 lbs. 50 lbs. 25 lbs. 76 lbs. Total 184 -242 lbs. Guarantees Available Specification Liberty Guarantees N- B- 4 -M/P6 N -B -4 -M 15, 2 +10,10, 5 +5, 5 yr. South and West Zones only, Lightweight Insulating Concrete. (See page 9.) • 2 +10,10, 5 +5, 5 yr. Specifications General Application recommendations detailed on pages 23 -26 shall apply in addition to the following recommendations and specifications. Application of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not Tess than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail clown center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF or the deck manufacturer. (See "Special Instructions" below.) 3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion; lapping each sheet 19 inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements Interply moppings of GAF Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per loot Asphalt Type Up to 3" Steep ASTM Type III 3 "— 6" HT -Steep ASTM Type IV On slopes up to V2 inch per foot, Flat ASTM Type 11 may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 26, so that the laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendations for use over gypsum decks on page 8. 2. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT® (Vent Ply) for Nailable Decks required for freshly poured gypsum decks, GAFGLAS #75 Base Sheet, GAFGLAS® PLY 6®, and GAFGLAS Ply 4. For wood decks and structural woodfiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, a sheathing paper is required. 3. See "Nailing of Base Sheet," page 24. 4. For roof slopes exceeding 1 inch per foot, all ply felts must be back - nailed 4 inches in from the back edge of the felt. (See "Installation on Steep Roofs," page 10.) UL Classification UL Class Substrate Slope A A B C NC C 2" 3" 3'/2" UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 15 /32 inch thickness), oriented strand board (min. 1 /2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, in inches per foot. ..vv. urtt J t J l t1L,J (I L7)-U)— Continued Surfacing: "Gacoflex UA -65", applied at 1 gal/ sq. (12 cry mita 38. Deck: NC Incline: 1 -1/2 Foam: "Polyfoam 251" or " Polyfoam 303", 1 in. min. Base Coat: One or two applications "Gacoflex 118- 6499 ", applied et 1.2 gal/sq. per apple tion (14.28 dry mils). Surfacing: "Gacoflex A- 55000", applied at 1 -1/2 gel/ sq. (14 dry mils). 40. Deck: NC Incline 1/4 Foam: "Polyaso " or "Po ly-ho Special" with " Polyfoam 251" or " Polyfoam 303 ", 1 in. min. Top Coat: Two Applications , Ore -Cap 88" Series coating (various colors) applied at 1-3/8 pit sq /application or 3 applications applied 1-1/4 gal /sq /application. Top Coat (Optional): One application of "Gecofiex UA -85" Series (various colors) applied at I gal /sq or " Gacoflex UA -60" applied at 1.1/4 gal /sq (12 dry mils) 41. Deck: NC Incline: 1/4 Foam: "Poly -Iso" or "Poly-Iso Special" with "Polyjeam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex U8 -64 " 1 gal /sq /application (12 -24 dry mils) Surfacing: "Gacoflex UA-85" Series 1 gaVsq or "Gacoflex UA-60" applied at 1 -1/4 gal /sq (12 dry mils). 42. Deck: NC Incline: 1/4 Foam: "Poly4so" or "Poly-lso Special" with " Polyfoam 251" or' "Polyfoam 303", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 gaVsq/application or I applications applied 1 -1 /4 gaVsq/application (16 -32 dry mils). 43. Su c NC Gacoflex UA-65" Series (various colors) applied 1 gal /sq (12 dry mils). Incline: 1/2 Foam: "Poi y4so" or "Poly4so Special' with " Polyfoam 261" or " Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7060 ", applied at 1 gaVsq/application orl applications applied 1 -1/4 gaVsq/application (16-32 dry mils). Surfacing. "Gacoflex UA-60" Series (various colors) applied 1 gaVsq (15 dry mils). 44. Deck: NC Incline-. 2 Foam: "Poly4so" or "Poly-Iso Special" with " Polyfoam 251" or - Polyfoam 303 ", 1 in. min. Base Coat "GacoSil S- 1000" applied at 1 gaVsq (10 dry mils). Surfacing: "Gacoflex S- 1000" applied at 1 gaVsq (10 dry mils). 45. Deck: NC Incline: 1 Foam: " Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ur.- Shield 7007", 40 dry mils. GAF MATERIALS CORP, WAYNE NJ 07470 R1306 (N) 'RUBEROID 20" or "RUBEROID Mod Base 30" may be utilized as-an alternate to Type G2 bass sheets in any of the following Classifications. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet rGAFGLAS #75 Baso Sheet, is a suitable alternate for Type G I asphalt glass fiber ply sheet (' GAFGLAS Ply 4" or " GAFGLAS Pty 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet " GAFGLAS Stra- tevent (Vent -Ply) perforated" or " GAFGLAS Stratavant (Vent -PIy) for mailable decks ". Perforated to be mopped and mailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet (' GAFGLAS #75 Base Sheet" or " GAFGLAS Stratavent (Vent -Ply) for nailable deckd1 may be substtuted for 61 asphalt glass fiber ply sheet rGAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. a $AFFGtA S Fleshing" or "Ruberoid" may be used for flashing in any of the Class A. B or C sys. When "perlite" is referenced, this includes "GAFTEMP Partite"' or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, 8 or C systems 188. ed. Structural cement fiber building units are considered suitable to be included as a dock in the fol. lowing Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin pa- per (twine/rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the fol. lowing Class A, 6 or C systems. "GAFTEMP Isotherm RA". "GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Class A. B and C. Not roofing asphalt, for use with organic and glass felts or modified bitumen membranes. 1. Deck: C -15/32 Class A Insulation (Optional): One or more layers Incline: 3 Y D °rift°• wood fiber, plats fiber, isocyanurate, cars thane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G 1 "GAFGLAS PIy 4" or " GAFGLAS Ply 8 ", hot mopped. Surfacing: Gravel 2. Deck: C -15/32 Incline; 2 Insulation IOptionell; One or more layers perlite, wood fiber, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite. perlite /urethane compaaite, wood fiber/isocyanurate compdeiin, phenolic, any thickness. Piy Sheet: Three or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Piy 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". LOOK FOR MARK ON PRODUCT ROOFING SYSTEMS fTGCI ll_Cnnt,nuorl Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber. isocyanuratc, ure- thane. ucrhte /isocyyanurate compositc. perlite /urethane composite. woof fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sneet Two or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply C ". Cap Sneer: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sneet'. t Deck: NC Incline: 1/2 Insulation: One or two layers 'Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5 I Deck: C -15/32 Incline: 1 / Slip Sheet (Optional): Red rosin paper. nailed to deck. Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cep Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced 3 Cap Sheet". 6 Deck: NC Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS Ply 6". Cep Sheet One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (off-set from plywood joints 6 in.). Base Sheet One or more layers of Type 61, 62 or G3. Membrane: One or more layers of Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. t. Deck: C -15/32 In 2 Insulation (Optionslk One or more layers perks, wood fiber, glass fiber, isocyanurate, ure- thane, perlite/isocyanurate composite. perks/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Baas Sheet Two or more layers of Type 62 or G3. Ply Sheet (Optionalk One or more layers of Type G 1. uremia), .� Torch Membrane One or more layers of "Ruberoid Torch" (smooth or Ore Plus` (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced C p Sheer, ho mopped. I. Dade: C -15/32 Incline: 3-1/2 Insulation (Otnfarfk One or more layers perlite, wood fiber, glass fiber. isocyanurate, ure- thane. perlite/isocyanurate composite, perlite /urethane composite, wood fiber / socyanurate composite, phenolic, any thickness. Pty Sheet Two or more layers of Type G1 " GAFGLAS Pry 4" or " GAFGLAS Ph B eep Sheet: Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 1 Deck: 6-16/32 Incline: 3-1/2 Insulation (Optional): One ar mare layers partite, wood fiber, glass fiber, isocyanurate, ure- thane perlite /isocyanurate composite. parka/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cep Class a Sheet", hot mopped. I. Deck: 6-15/32 • Incline: 1/2 (mutation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite/urethene composite, wood fiber/isocyanurate composite, phenolic. any thickness. Ply Shwa Three or more layers of Type G 1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen' 20 Ibs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers parka. wood fiber, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite. phenolic, any thickness. Ply Sheet: Three or more savers of Type G1 - "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot rnoppeC with coal ter bitumen. Surfacing: Gravel. �� COMBINATION HOT AND COLD SYSTEMS Class A ✓ !. 1 Dock: NC ) , Incline; 2 1 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers of Type 61 " GAFGLAS Ply 4"" or " GAFGLAS Ply 6 ". Surfacing: Grundy Industries "el MB Aluminum Roof Coating" at 1.1/2 gal /sq. Deck: NC Incline: 1 Insulation (Optionslk One or more layers perlite, wood fiber, glass fiber, isocyanurate. ure- thane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet 'Three or more layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6". Surfacing: "Weather Coat Emulsion" at 3 gat /sq. 3. Deck: NC incline: 1/2 Insulation: One or two layers 'Isotherm R ", 4 in., hot mopped. Pl Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Class B 1. Deleted. Irtcline:2 2. Deck: 6-15/32 insulation (Optional): One or morn layers partite. wood fiber, glass fiber, isocyanurate, ure- LOOK FOR MARK ON PRODUCT