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BP-03-1957
r Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle). • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit NQ, Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Wen P(14.4)(44.rcAN-ci Phone # 245"-- 2.65c, Owner's Address -441e#4411*4.---414 4(16 CpraikN") CON (ThMCS Cf_. City 411,C 6 tioith...% State Zip e3 ° y Tenant/Lessee Name Phone # Job Address (where the work is being done) 466— apizA.mt--J 1.473 City Miami Shores Village County Miami-Dade Zip 3-3 1 3 /r Is Building Historically Designated YES NO, Contractor's Company Name Cbacw t Contractor's Address MOLAD tn.N43 Phone # 12:3c – Cs- 04 City it tate /" Qualifier Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State Zip Zip g.2)( Phone # • $ Value of Work For this Permit 4i CA an Number of: Bays Stories Type of Work: DAddition Describe Work: I/ Square Footage Of Work: Bedrooms Baths 0 Repair/Replace 0 Demolition C ' ****************************Fea****************************** County Escrow Fee $ 3 , 4L0 Permit Fee $ ) 9 0 - Notary $ Education/Training Fee $ go Tech $ Scanning $ 36 — Radon $ Code Enforcement $ Bond $ y° - Struct. $ Minus Plans Check Fee $ GO Total Fee Now Due $ (Continued on opposite side) C-C- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur 1.1 Owner or Agent The foregoing ins i . f • t was acknowledged before me this day of s �. �"'atais , day of 11 �iUil r. who is personall `''''`'m # As id�caliondid take an oath. The foregoing NOTARY PUB Sign: / 2 Print ,./Lc--.7 C° - My Commission Expires: ced 7 7/ ` " ( C6ntractor as� fore me this O mission * pgr 117024 4,..1711rit Way v o pQw�• Bonded Thru who is personally tAtt fo8A6r ikeliegilagprttdaced as identification and who did take an oath. NOTARY PUBLIC: Sign:. Print:. My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: chc7/7 /03 MAR - 9 2004 Plans Examiner Engineer Zoning PERMIT APPLICATION Master Permit No. BPc - 105 Subsidiary Permit No. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Villager 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: /65 .% - Address Apt. i% Folio Number t I 0 3 „ Lot °'Z'( - 'Z-S� Block e°7 Subdivision p4 S $ P'iW P 'f PE PG Current Use of Property s % (�► tom " n l (..�� Proposed Use of Property Si Ni 6 t (el Tenant Information 'PERMIT TYPE (✓) M Building License No. s i t (0 7 4 Electrical t Telephone 16s 2 s- 4 ` 1.:3 Mechanical Address Lt_ C4?-44i 6S S Plumbing ���!. LPGX 6 ti Roofing Business Telephone Fence '? Other NW( Sit'Okt5 3s(38/ City State Zip Description of Work $ j -FAF1,COV- AL71(+ ddrd • W Zoning Square Feet Value of Work i O Tax Assessed/Appraised Value Flood Zone Linear. Feet Units Bldg Value PERMIT CHANGE (✓ ) Chg. Contractor License No. s i t (0 7 4 Renewal t Telephone 16s 2 s- 4 ` 1.:3 Revision Address Lt_ C4?-44i 6S S Extension ���!. Supplement 6 ti Reinspection Business Telephone p 6-611 '? Shell Only ARCHITECT /� Name (-- k g� _ c E OCI 1 P a e E..' License No. s i t (0 7 4 ss ,/ Addreles Ai c 1"" SI" tt-i l ( 5 F- 33! 3 6 t Telephone 16s 2 s- 4 ` 1.:3 Fa�c '3 a4 75- -`%G6% PROPERTY OWNER New Construction License No. Name 0 ct" . ACS Address Lt_ C4?-44i 6S S e i V c4 c ���!. Home Telephone 6 ti Demolish Business Telephone p 6-611 '? Shell Only Foundation Only Floors Base Floor Elev. .G7 ,v41 TYPE OF MANAGEMENT ( ✓) New Construction License No. Enclosure License No. Alteration Exterior ZS (Al a,2Ct Awl`' 1?4i V11. 67r/4 53e,/-6 Repair 3 6 s . g ZG ! Alteration Interior Fax Demolish '' 7 s f Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other ENGINEER Name (Z, G"1 k,s "M//.A44) t4 INVEYLS License No. License No. Address �Pa ZS (Al a,2Ct Awl`' 1?4i V11. 67r/4 53e,/-6 Telephone 3 6 s . g ZG ! wu� Fax 365- -.0 ZfUI! • '' 7 s f CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 IMPORTANT NOTICES r PERMIT APPLICATION 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. 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 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 VEHICLES, 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 mu. 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. Print Name Sw subscri t� • ture o Notary Public SEAL: Personally known tv abet Vafga"- �e?�7::�aG' : Colnroissio u DD2 X007 9 Q� onded l Thal Ian ' ++ +`'OR,��e'3'Idennfication Type of Identification Produced: STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification Type of Identification Produced: 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 .- Vent Hood, Cost Fan A/C Wall/Wm. Tons Outlet, Wall Dryer Vents, Number of Service, Temporary Ventilation, Cost A/C Central 4-7 Ton Air Handler, Tons Fire Pump Ductwork, Cost of Outlet, Switch Periodic Inspections Signs Barbecue A/C Central 8 -15 Ton Fire Sprinkler System Fixture - Fluorescent Oven Bath Fan - Vented, # Space Heater (kw) Fireplaces, Number of A/C Central 16-20 Ton 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 MECI- IANICAL TYPE QTY. Minimum Fee TYPE Condensate Drain QTY. TYPL ® Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons TYPL Soakage Pit Cooling Tower _ ® Heating Strips, each Vent Hood, Cost Drinking Fountain A/C Wall/Wm. Tons Miscellaneous Repairs Dryer Vents, Number of - Paint Booth Ventilation, Cost Bidet Air Handler, Tons Filter Replace Ductwork, Cost of ® Piping, Flammable Liquid Periodic Inspections Sprinlder Repair Barbecue Cap - Fixture Fire Sprinkler System - Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Sprinkler System Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPL Soakage Pit Q'LY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinlder 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: Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) LI CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) LI 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.) $ (sq.ft. = x/1000 x 0.60) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review $ (¢.005 /sq.f .) (¢.01 /sq.ft.) TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: SECTION BY DATE Zoning .000 All I0 Electrical �J Mechanical ° �;f . '¢ Plumbin: r � � EariffAM Fire Public Works Structural wl.` Buildin: Official - r" ' 04 CONDITION OF APPROVAL Li, Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2003 -1957 Printed: 3/10/2004 Applicant: PETER PRUBENZNEGO Owner: PRUDENZANO PETER JOB ADDRESS: 465 GRAND CONC Contractor ORONI INC Local Phone: (305)685 -0412 Parcel # 1132060170320 Contractor's Address: 14040 NW 6 CT Legal Description: Page 1 of 1 PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 NE1 /2 LOT 23 & ALL LOTS Fees: Description Amount FEE2004 -2564 Building Fee $1,920.00 FEE2004 -2565 CCF $38.40 FEE2004 -2566 Training and Education Fee $12.80 FEE2004 -2567 Technology Fee $48.00 FEE2004 -2568 Scanning Fee $36.00 FEE2004 -2569 Builders Bond $300.00 Total Fees: $2,355.20 Total Fee4$2,355.20 Total Receipts: z$0 b�0 Permit Status: APPROVED Permit Expiration: 6/14/2004 Construction Value: $64,000.00 Work: INTERIOR RENOVATIONS AND 433 SQ FT. WOOD DECK Signed: (INSPECTOR) 1 1 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: e ft Miami Shores Village Building Department • qe--z5Lx•-. 6,0 ) ■rd • '* 1005 N.E.2nd Avenue Miami Shores, Florida 33138 Tele(305) 795.2204 Fax: (305) 756.8972 Perniit No: obt4anie • 0 BUMP' G CRITIQ .4)11 A A Correction Resubmission of item (15) of Miami Shores Vi is required at this time per t Fee Schedule. Date pcke , / 0 ki Cekt/e)\ • 4 Miami. Shores Village Building Department . 100 0 11F..2nd Avenue Miami Shores, Florida 33138 Tel:'(3O5) 795.2204 Fax: (305) 756.8972 Permit No; y '' • `job Nam i j s l D. t-I,C3)4),apN4 jcv,u,,,\\ BUILDING CRITIQUE SHEET Miami Shores Village Building Department yts-tuy-4\dzkAA- 10 50 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V'-°- - /P ?'"�' Job Name f/Z���� Lt 6s ELECTRICAL CRITIQUE SHEET p/c '�� �/��v��iy eA--Z pp,r / ,ec e�l�% ��'��5' i /Z 042V pt'r es/f a--#040,44°C"- /4•49.7-- `s3 Telt Lde-- 47/d 7-der ,® 6./2- 01 •®c ■"11FIWIL 111•9:0-.: ice' Miami Shores Village Building Department aiiuttsuA 100 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. j2 73 - l 7 Job Name 4 ?/' 0Cd' 4 ✓PciC- MECHANICAL CRITIQUE SHEET v('1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.W,P Job Name 41' WdW ELECTRICAL CRITIQUE SHEET toy- r e- cacci 07i J'J a.,,/ r. cis ."7/®fr s 1 1 i Shores Village 'Ming Department ECEOVED JAN 0 9 2004 P 111111.......■•■-•••••■ ELECTRICAL CRITIQUE SHEET 'L *1;mi iroPoo, di) _nii (--egse 1 04— senes,....7161.1■911111.1.• de, • • MM 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ",mess otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be pr and shall be available for inspection at the job site at t This NOA revises NOA # 01- 0417.04 and, consists of The submitted documentation was reviewed by Theodo manufacturer or its distributors Official. proval document mentioned above. NOA No 02- 0701.12 tion Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 37.500 7 1/2 "— 7 1/2' 5 1/2" 13.5" 95.750 13,5' TYP. MAX. 5 1/2' 7 1/2" -- [IT 3" MAX. ON CENTER TYP. HEAD & SILL SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2' -- XX 71.750 95.750 UNL /// ■ 2 POINT f LOCK . OPTION I 1 77/2-__11._ ON CENTER MAX FRAME SEALANT ON CORNERS TYP. HEAD & SILL & PANEL CORNERS 7 1/2" 11 5 1/2" -r 13.5" LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/464 LAMINATED W/1NTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX 3.) OES,GN PRESSURE RATING: 3o) 464 LAM.: +75 P.S.F. -75 P.S.F. Jb) 401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 1/2" FROM CORNERS (HEAD & SILL) MAX. 5 1/2' FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F7L -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 13.5" TY° MAX. 5 1/2" 7 1/2" ---I L/` Revision.: added dded Zpt. lock info Robert L Clark, P.E. RE. #39712 Structural PRODUCT rt6VJ5F.D Dcomplying with ids Florida A c c e p t a n t , . Dilate 2_101. i�.sa.� M��Jtootav Dirties PRODUCT RENEWED Accerrnt+ci. cot-G417.o4 F.RPIN AIR'S DATC Now iia 22, 76,1, P1101744:1" tXVITIOIL 1.71VICON IlUrtuDU I COOL CuAtYUURQCE uFliC6 Tony,. Urn., Nan. onceear : I/64 Conn .Om tsond .030 1 Aepiw: f Sedes/Nedek SWD -101 1070 Technology Dr. Nokomis, Fl. 34275 INDUSTRIES Rand es Dole: Chkd By. rals: 0.8. 1I /17/00 tkgwn D.B. 12/16/98 Desedption: French Door — X, XX POT N0: VENDOR NO: Scan: Sheet. Drawing Na. 1x 1.4 971 .250 MAX. SHIM SPACE ROUGH OPENING SEE SHEET 3 FOR ANCHORS ROUGH OPENING 71.750 34.625 iYP. 80TH PANELS ACTIVE PANEI, EXTERIOR — .250 MAX. SHIM SPACE INACTIVE PANEL 7 3.000 —1 95.750 93.625 MAX. .250 SPACE M 1.479 84 3/4" DAYLIGHT OPENING 4.000 .489 EXTERIOR 25" DAYLIGHT OPENING VERTICAL SECTION INTERIOR 1.489 yr.250 1 MAX. SHIM SPACE 3.000 --1�1 ROUGH OPENING HORIZONTAL SECTION ,814//4 Ro y /TtIJ Clark, P.E. Rand Dy: oil; woo �aete: P.E. #39712 °� 11/17/00 Structural Dr'~' D.B. �I 2/16/98 INTERIOR ROUGH OPENING 1.480 PRODUCT REVISED Issemply Co ea11A t4e:TaTlda Dahllas Acceptance Re02- 0 ?O /.12 Espbetlev Date IQ 22I0L Dade 1F 1 ,4 CaeNOI DMdaa PRODUCT RENEWED ACCEPTANW N. C1 t— 0411. OLI EV:RATION DATL t4 oENeE42Z )2006 oy XSla°'k ,.L�4N�G moot K.'1' orrnimovlslotv DUDDDiucoutfaOt4PU.* CEO»iCE Revisions: 0) added 2 pt. lock info Jonvnees !Wm Noted• Avant= t 1/64 Ikons .CO Oadani .000 t *wee ! I' Series/Model: SWD -10: 1070 Technology Or. Nokomis, Ft. 34275 T INDUSTRIES Description: French Door — Elevations PGT NO: VENDOR NO: Sealer Shea: Drawing Na. 2"4 971 v .250 MAX. SHIM - • 3.000 --I SPACE .401' 1AM. W/MONSANTO SAFELY PVB INT£RLAYES OR .401' LAM. W /DUPONT 9UTALITE INTERLAYCR SEE 1IOTE. j ON SHEET ( DESIGN PRESSURE RATING: *60 oaf 3 POINT LOCK ASSY. 2 POINT LOCK ASSY, y !c✓" 3/16 ANN. .090 -- rias..o 3/16 ANN. —I L VAX. SHIM .250 —71_ 3.000 - -I SPACE 1.489 .464' LA)A. )(/MONSANTO SATLEX PV8 INTERLAYER CR .464' LAM. W /DUPONT BUTALITF /NTFRIAM SEE NOTE 3 ON .SHEET] DESIGN PRESSURE RATING: *75 pat PROMICr REVISED o emptying with the Florida &Mkt Cede Acceptance Do 02- ?Ot• 4. EspblRoe Deft f O/i MIs Plvdoa Could Weigh PRODUCT RENEWED Accurwcr.. N.. ° - 0411. o LI V77IR V7O.`47). r7 NDJ6.tedett 22,2006 Uy 1 Shag .1 . i^h...cl•, UUCiDMOWLt OON EI1I1X.S Retiekrts: D) added 2 pt. lock into j /enmeef 1161 Neled: Ra a.= 4 1/64 ota,4.eR otdesf .aro 4 Mpds. 4 r 103/1 Yotenoh. Revd 1111y: Ic ea 11 /17 /00 Robert L. Clark, Po ay: RE. #19717 0.8. Chkd er: wale: 12/16/98 Seliee/Yadek sw0 -101 Dercdptien: 1070 Technology Dr. Nokomis, Fl. 34275 INDUSTRIES French Door — POT NO VENDOR h Exploded /Glazing Scde: Sheet: arori.p Nes. 3.14 971 !1,2 0 TYP. HEAD TYP SILL. ITEM DESCRIPTION 1 DOOR HEAD /SILL 2 OCOR JAM8 (HINGED) 3 DOOR ASTRAGAL 4 .2110 x .187 F1NSEAL STRIP 5 OCOR W —STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 OWING 8EAD (ROLL FORM) 9 OL'TSWING THRESHOLD 10 5./16x18 THREADED ROD 11 TRUSS CLAMP 12 5 16x1 16 TRUSS WASHER 13 5 1608 TRUSS NUT 14 F ME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 10x3/4 SCR. FLT. 110. PHIL 71034A 18 HIWGE ASSY. V. T. # 60375 60376 60377 679240 60379 60380 60411 QTY. /DESCRIPTION VENDOR ALUMAX ALUMAX ALUMAX 8 (.7eoch door top & bot. roil SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX 65170 61069M 6TRODA 60378M 7WASHA 7JNUTA 41722W 7955X 41 21 4 8 8 8 1 door o & bot. railj.. 2 eo. door top & bot. roi( 2 /ea. door top & bot. roll 2 /eo. door top & bot. roil 7FRMOW 6 (3 frame iambs) 19 1 .625 FLT. HO. PHIL 71058FP 26 6 hinge — hinge —door 'am 20 10x1 2 FLT. HD. PHIL. 710X12PPW 30 5 hinge &hinge —frame Tomb 21 T P BOTT: SLIDE BOLT LOCK 41720 2 1 0 top /bot. of 1.h. astragal 22 6x1 2 ELL HD. PHIL. 7612FW 4 2 /slide bolt locks) 23 8x1 1/2 SCR. PN HD. QUAD. 78112,4 12 6 /head & sill) 24 SE&M SEALER 65M55W 25 LOCK SUPPORT ASSY. 4UBLOK 3 1 /lock) 26 64/4 FLT. HD. PHIL. 7634F 6 2 /lock support ossv.) ,21_,Z70 x .190 OLON 60200K 5 1 /astragals,fr. iambs & head) 28 .3.r5 x ,t9„ Q QLON 6'300W 4 1 a a..! - f .me ' m 29 3 POINT LOCK AS$'Y. FD3PTAY 1 0 r.h. 30 LOCK ACTIVE 7LOKAP 1 0 r.h. astragal 31 LCCK DUMMY 7LOKIP 1 0 r.h. ostrooa 32 DEAD —BOLT LOCK 7BLTIP 1 0 r.h. astragal astragal 33 .491 LAM. W / MONSANTO 34 SILICONE 35 112 Ph. Pn. SMS 36 114 TAPC N 37 .401 LAM. W /OUPONT 38 .44 M. W PP *NT 39 .454 LAM. W MONSANTO 40 2 POINT LOCK ASSY. 41 18 x .75 Ph. Fl. Tek #17° Robet L Clark, P.E. P.E. 439712 Structural 62899C FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD PGT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES HARLOC HARLOC HARLOC H.P.G. DOW CORNING VENDOR >1q AF -10375 AF -10376 AE -10377 F57924 -187 AF— 70379 AF -70380 AF -12376 AF -12375 AF -10378 41722W 41721 41720 SM5504 4UBLOK Q200X190 Q375x790 FD3PTAY 100 • 880 820 899 1 (® r.h. astragal) 7834FPT H.P.G. H.P.G. H.P.G. PGT INDUSTRIES SPENCER PRODUCTS PRODUCT REVISED is corePlling with the Florida Balding Cods Aeeeptaaes Pie 02- 0101.12 Espletttoa Due 11 ki75u61 ct OadeDadaRedact Coutel Bielsko PRODUCT REN VdED Acrrrrwrut R,.01 -0 411:04 1 Ua'IR1irl 14 turn Never4.54 C 22 D1 1$1.4-1.1; 4_1,4.,ole_ N*OCxeL, yi1��{.t7t�t11Lfi tS1117: W 1.'Or1B nCMtirC1.*X'E1!111C£ 0) added 2 pt lock info rite,eneea Un$.n Iletht Melons t 1 /64 Dant .at t Ceded .002 Anpes: t r Mai Reese Bra oats: a& 11/17/00 Omen Br D.B. chke ty. rte: C1/4°8'2/16/98 Se t,mniedet SWD -101 oesc o on: 1070 Technology Dr. Nokomis, Fl. .34275 „wilt INDUSTRIES French Door — Anchorage/ B.D.M. I. Na Par NP. YENOOR Nth &eke: Sheet Bement 404 971 R 4. 12:57 DEC 03 2001 ID: PGT INDUSTRIES M 1A 1DADE TEL N0: (941) 480 -1900 #114313 PAGE: 2/8 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (NOA) of SH -701 Aluminum Single Hung 'Window Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. - BCCO reserves the right to awoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0623.08 EXPIRES. 1 1/01/2006 BUILDING CODE COMPLIANCE OFFICE ME IRO -DADS FLAGLER BUILDING 14(1 wl::i r FI.AGLF,R STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 37S -2908 CONTRACTOR LICENSINC iEL-r(ON (303) 375 -2527 FAX(30S) 37S•2SSS CONTRACrORENFORC18!<IEpr DIVISION (305) 375 -2966 FAX (305) 375•2905 PRODUCT CONTROL DIVISION (303) 373 -2902 FAX (303) 372 -6339 Rau: Koarigucz Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEEG This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 11304500011pc200011templatestinotice acceptance cover page.dot _ Internet mall address: postmaster ^�g�buildingcodeordine.com fcd Francisco J. Quintana, R.A. Director Miami-Dade County Building Code Compliance Office Homepage: http: / /www. bulldingcodeonline.com C 03, 2001 ID: PGT INDUSTRIES Vinyl Tech/Progressive Glass Technology TEL NO: (941) 480 -1900 %114313 PAGE: 3/8 ACCEPTANCE. No.: 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last revised on 10- 11 -200I, signed and sealed by Robert -L: Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Noti .le of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system.. ._. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected f)r the proposed installation. 6.1.3 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. - 1‘ kw 1- L.. Ln.aKccA Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division C 03, 2001 ID: PGT INDUSTRIES Vinyl Tech /Progressive Glass Technology TEL NO: (941) 480 -1900 #114313 PAGE: 4/8 ACCEPTANCE No. : 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal :application has been filed and the original submitted documents, including test - supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as 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 product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and 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 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 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 Miami -Dade Cot.nty, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE ISIA't • L114kicL Ishaq I. Chanda, F.E., Product Control Examiner Product Control Division 3 53.125 76.000 MAX. 5 3/4" MAX. VENT _SIZE: E: 50 1 /2 " x 38 1 /4 " 8.000 13 1/8" ON CE 6" 13.000 --I TYP. lii.AD & SILL •ELEVATION LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS (1/8" onnenled /.090 film /1/8" annealed 8. 5/16".(.350). LAMINATED GLASS I/8" tieot .strengthened/090 film /I /8 heat strengthened) 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" R ROM EACH FROM LACH CORER(AM (HEAD de SILL) S) MAX. SPACING Al HEAD do SILL: 13.000 _ MAX. SPACING AT JAMBS: 13.125 5.) SHUTTER REOUIRF.1dFNT: NO SlIU1TERS REQUIRED 6.) RL! RENCF TEST REPORT. FM-1889 - ITEM MEM Wa 4 5 6 7 8 9 DESCRIPTION FLANGE ► RAME HEAD FLANGED FRAME SILL (Alum. 6063 -T5 FLANGED FRAME JAM:: Alum. 6063 -T5 FIXED MEETING RAIL Alum. 6G63 -T5) SASH TOP RAIL (Alum 6063 -T5) SASH BOTTOM RAIL (Alum. 6063 -T5 SASH SIDE RAIL (Alum. 5063 -T5 — GLAZING BEAD Alum. 6063 -T5 V.T. OTY. / LOCATION Alum 6063 -T5 61 225 0 SILICON RIP - VINYL BULB 612226 612227 612228 612229 612230 612231 2 1 1 1 6534571 6TP247K 62899C 2 8 8 1 per Glazing Bead SAFLEX BY SOLUTIA INT£RLAYER DUPONT PVB INTERLAYER 7658PFAA Miff NM Or 13 ; 6 x .750 PHIL. PN. HD. 16 16 14 SWEEP LATCH 2 8 x .625 PHIL FLT, HD. 7858WW 16 WIND DAD ADAPTER (Alum. 6063 -T5) 17 8 x . 75 PHI . P.H. TEK 18 WEATHERSTRIP - VINYL BULB E 19 SASH TOP GUIDE 20 :SCRE N • 21 BALANCE COVER 612236 78X38PPT 6TP249K 2 2 to attach Balances to Jambs) AQUA FASTENERS 1(11.5" from end of vent top rail MINIATURE DIE CASTING 2 if width is >a 42" 2 Sweep Latch Screws MERCHANTS FASTENER 4 (when using 2 Swee, Latches) 2 0 frame jambs, 30 - from bot. ALUMAX 4 Windtood Ado • ter - Screws) MERCHANTS FASTENER at Vent Bat am Roil MASMFPLTSTI S 2 ? oer each balance VINYL TECH. POT t. ' ,from•bot IIIIMMIMMI SCHERER IND. PROD. VENDOR ALUMAX Al UMAX ALUMAX ALUMAX AL UMAX ALUIdAX ALUMAX At.UMAX TEAM PLASTICS DOW CORNINO H.P.G. N.P.G. N tND 1T1 -C) VENDOR # AF-12225 AF -12226 AF -12227 AF- 12228 T AF -1222 AF -12230 AF -12231 _ AF- 534571 TP -247 899 1 2 IFENI BALANCE 23 WEAT ERSTR1P 24 SASH FACE GUIDE 25 r'6 x .500 PHIL FLT. HD. i 26 • SH STOP , Alum. 6063 -T5 27 r,'8 x 1.000 PHIL_ P.N. SMS 28 SEAM SEALER 29 WINDLOAD ADAPTER PLASTIC uTER 61062W .3 II iamb. 2.5 (sash face guide screws 612244 2 0 too of each frame iamb 78XIPPA 4 Frame dr Vent Assv. screws 6SM55W 61207 2 0 frame 'ombs 30" from bat. 1 er each balance H -0 PCT. 214.507-9 TP -249 STAVE WYBORG CORP. SCHLEGEL POT FS7826 -187 Lfl ALUMAX AF -72244 MERCHANTS FASTENER SCHNEE /MOREHEAD SM5504 PROTOTYPE WC996- 1207.E DESIGN PRESSURE RATING (P.S.F.) W %5 16 LAMINATED 5/16 LAMINATED ANNEALED CLASS W/ HEAT STRENGTHENED CLASS ; WATER INFILTRATION WATER INFILTRATION WATER INFILTRATION WATER INFILTRATION REOUIRED NOT REQUIRED REQUIRED NOT REQUIRED -50.0 +50.0 -50.0 +50.0 -80.0 +66.7 t -80.0 +80.0 tobt:rt L. Clark, P.E. PE #39712 S,'1;rturn1 INDUSTRIES Revsd 8y: F.K. Revsd By: A.R. Drown By: A.B. PRODUCT RENEWED cliir Ad ICENa Qf`0J(+L`1. IRAT1c314 DATC PoyEn4Eao! 7ct // t--1, < Dote: I Revisions: I 10/11 1 TB*, - TABLE. EVVR. anumsecone Dols: s Revisions: 8/18/98.:. - dote: 2/9/98 Description: ELEVATION & PARTS LIST 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 title: ALUMINUM SINGLE HUNG WINDOW Series /Nodet: Scale: rhoof: Drawing No. Itilt s 1 of 4 4040 SH -701 Fi W W Rev: B J 2.. 784 ROUGH OPENING .500 INACTIVE } 34.500 DAYLIGHT OPENING 1.123 ROUGH OPENING 75,.000 12 34.500 DAYLIGHT ACTIVE OPENING - .655 .EXTERIOR 2.330 RO OP 1 2.784 kt: LI?UJCE TEST REPORT: ITL -1889 VERTICAL S C 1IU INTERIOR 23 • EXTERIOR •INTERIOR 53.125 49.525 DAYLIGHT OPENING 48.250 ••••■■■••■•., 2.710 ROUGH OPENING 3 DAYLIGHT OPENtrif.: HORIZONTAL SECTION LA Robert L. Clark, P.E. PE. #39712 ruet urn] _ .21 INDUS-TRIES 1 S3INISMNI 19d : QI kODUCT REliltWED Orito4C.E t4o. F.K. 10/11/0 TB, TABLE, Eiriz; ityFttut-'11: °An .......‘11/-°11741 Lri kevhions: • t I Arvid fir Dote: Revisioos: D. a 8/18/98 Oro*n BY: - D.B. 2/9/98. Dfe*Ion: SECTIONS BUILM140 CODE 1070 TECHNOLOGY DRIVE NOKOWS, FL 342)5 P.C. 80X 1529 NOKOMIS, PL 34274 ALUMINUM SINGLE HUNG WINDOW StrieS/Modet SH-701 Scott: Sheet [Pawing No. NTS 2 .1 4 4040 Z 0 •• edvr • B r_ cn :7! • 2.784 r . 062 _1_11 -.:ti__ 1-- J_[• • ALUM. 6063-T5 I.062 1.403 • 2029 te-; ALUM. 6063-T5 H 1.165 i--- ,962 s .062 .655 T 2.784 ALUM. 6063- T5 2" -11.057 io- ; ALUM. 6063 T5 ALUM. 6063-T5 0 ALUM. 6063-T5 .490 [ 10 - -- 1.123 i° ,S j ALUM. 6063 —T5 2.325 �-- 350 k-- ALUM. 5063 —T5 1/2" NOM. GLASS B1TE _ 1/8" ANNEALED OR HEAT STRENTHCNED CLASS .090 INTERLAYER j SAFLEh BY SOLUTIA OR DUPONT PVB .451 a 1( 62 J U ALUM. 6063 —T5 - -AA// Robert 1.. Clark. P.E. INDUSTRIES Drown By: D.B. 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/1 6" LAMINATED GLAZING DETAILS g �9JCT a�t:�,:�i'I ��3r•.Z dote: Rcv*inns: �� 10/1 1/0 TB, TABLE, EXTIt�• J� ' . fiM.Y".p1E t.�. Dote 13LiM,K:100'.^.LCl ?�C1tinZI .. 8 %18/98 I_W_ 1002 `E0 D3Q 00:EI S3INISRINI 19d P1 • 1 0 • w 006T -0817 Revisions tlbte: 2/9/98 w TOTO TECHNOLOGY Diane NOKOMIS, FL 34275 Dewription: EXTRUSIONS & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW Stti ^5 %J4 et: I Scoie- lRer ''1 v .o • TYP. HEAD TYP. HEAD /4" TAPCON • -� I '� ; #12 PANHEAD TYP. SILL REFERENCE 7LST REPORT. FTL- 1889 TYp. SILO TYP. JAMB —�j Robin L. Clark. P.E. YE 439712 • INDUSTRIES_ 12 PANHEAD —d? 1.250 2 x WOOD BUCK m MAX. TYP. JAMB Raven a .; Dote: _ Revisions : - F.K.. 10/11/0 1'B, TABLE, EXTR. Revs O g . Dote Revisions: D:& 8/18/98 - Drown 8r: Date :.. D.B. 2/9/981 Description: ANCHORAGE S]Id1SnQNI IDd —I P1 z 0 006T -0117 (TV 6) ) 1070 TECHNOLOGY DRIVE NOKOMIS. -FL 34275 P.O. 80X -1529 --- - NOKOMIS, FL J4274 Title: ALUMINUM. SINGLE HUNG WINDOW Series /model Scole: _ Sheet: Drawing No.. SH -701 NTS [ 4 of 4 4040 Rev: MI A M t'DADe OWLPING CODE matru rfce mince [flCCO) 14 PRODUCT CONTROL, DiViSION .NOTICE OF ACCEPTANCE RECEl V Eo Ole R LAGLER STREET, 5 RBN 5) 375.2901 FAX ,ORLDA ILD1Nt1 I1GIOW 1304563 37S -29O5 PCT Industries P.O. Box 1529 Nokomis. FL 34274 Scorn; This NOA is being issued under the applicable rules and regulations governing the use of construction materiels. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having 3'urisdieticln (A1-I!). This NOA shall not be valid after the expiration date stated below. The Miami -Dada County Product Control Division (In Miami Dade County) and/or the (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the aceeptcd manner, the manufacturer will incur the expense of such testing and the AHS may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved asdescribed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION : 1 "x Std. Wall - Aluminum Tube Clipped Mullions APPROVAL DOCUMENT; Drawing No. 6620. titled " r STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and scaled by Robert L,.Clark, F.E.. dated 5/24/01, bearing the Miami -Dade: County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING; each unit.hu11 tic-dr n permanent label with the manufacturer's name or lusU. city, emu old following statement: "Miami DIade County Product Control Approved ",'unless otherwise noted herein. RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product. for sales, advertising or arty other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miarni -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall he define in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ihts tIUA revises NOA N 00-0912.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed b Theodore Berman, P.F. NOA No 02- 0701.05 Fxpiratlon Date; June 28, 2006 Approvat date„ July t0, 2002 Page I Ir' ■ wTNwz (2) Wi O0WS MILLE'0 TO;ETHER FOR DEFERUINI +rG ,4+1( ALLOWABLE OEM PRESSURE SEE TABIES Oil PAGE 5 OF 5 dAAJC OPENVG =' W OR WI MULL LENGTH = 1i mss: 111E: ; -L -bR ID" Brew FMR5;" H . Mtn? WINDOW AMLLEQ WANE ABOIT FOR &ETER11N1'G MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 MAX MOM = N OR 1111.112 1fULL LEN'OTH r W NOIM r. FOR ANCHORAGE T'PE OVARIFY AND LOGA7tlN REFER TO SFIEETS 2. 3 ANL 5 2.WayB WS MAY &E MULLED IUGETHER, TO A MAX. OF 5 DARTS 3 MULLIONS ME APFROVEO FOR IMPACT A. NON— imPAC^T 4.Jt'EFEFIENCf IESv fiEFQRT Fit-2902, 29173 MU 2975 son Dim � rr y GLOM MOM' ff •III Pxfc1 ' P `. SLADOOr' POWWOW ' 1!I j *, CLAW PAdnOC'r ► N 7Y W e• tYI+IF,2' H - ?Iwo i'2) MOOiWS MULL €O AVONE ABOVE FOR OE tRAdNING MAX ALWWABL.E TESIGA! PRESSURE SEE TABLES 9NI PAGE 5OF5 1fi1) MAX 0PEENG = it OR 14J +#t2 NULL 41 OR r+W2 42j W4X OPEIWNG = '+f OR W:' +1112 WJLL LJ'I`VIN = �J .///4— � Robert LG1 k,� 7E. 1134712 Sifyrrnr.1 1 �Wt-- 1— w2— I —ISJ- W W . W:4-W2 ra . HI,•P2 AML J'IPLI WigiCtYp'W5 ANUEQ WANE ABOVE FOR QE OttIW?IC '(4X ALLOWABV LESION PRESSURE SEE TAKES 01 PACE 5 or .5 1.1.3;.1AK OPERJNC = Pi OR FJ'P'N2 ArULL LEPT11 = W OR FW ? +W2+W.3 M4) AJAX OPEN IC = WP fW2 CR W2 +W3 kUZL LENSTH .le rftglcn Coned ApPrio.rims mewirmo turnnv: S d7H rLGJR�1Lt memo C,GDE JIM 2 A 7�rI ay Pn . i mosch19d74 [CROWD COtM CCriittht4E OFFICE icccwueewa Oa- irf a.4s* INDUSTRIES ; J Tronsn?o r plant moms, fa. 3f27S 8.nd ten Inca: {htd 8f: f7aly free ..A,.: nv.n er• a.r.4.,lc6/00 c....rPw.. - ARRANGEMENT DETAIL I I " STD. WALL MULLION Irobrioraffet j Sonic SnnC P.D. Brix nu fnuains. fl .14214 HULLS 1 .] ! °r 5 arming W. 6620 Maw p;.4 I. maw 1214CIP1 ctP /was Or V Mat to, no rem a te-chwact 011. MOW, as shear FOR r TYPOIL hitittION W MULL.ON VIALLATION TYPt . /U. 40. s.gs. =wow sw aPPosiv WES IR; As mar FA anzrAgAIE arIN atif olfeig X.R.S. (mg, otsrot. OM Of Difft COLlfr APPOGSTO. OLT MIT itt ps.r. F wchas TYPtCAL MULLION O 559LICTURE MTH MOO RUCK TYPE 113: AGE; T. FOR MULL SZE AND• 2LANTITY OF ANCHaRS !MIRED SEE SHEET 1 FOR ANCHOR fACTIONS SEE SHEET .3. g.11/1.NT.117 OF ANCHOR! FOR MLL—TO—CLIP T.HE sort AS THE Oudartre or ANCHORS FROM Ci1P—TO—OPENTNO. 2. REFERENCE TEST Of tr*rif F11-2902. 2901.3 AND 2y75 IMEDBEW_JD OLANTITY OF ALICH'ORS 5.NOWN ARE MR A FICORIA1 REPRESENTATION ONLY. mit CORRECT oummrr or ,AICHORS PLEASE REFER ro Cf/AATS AND MO THE CCRRECT MUti. $J2 AND PRESSURE REVD FOR YOUR SFECE1C APPLCATAIN. wm, sratrorea Ori OPPOirl StIfS ffaAS 007 re mown- Wm fdC4 amply SEE MORE iro frrt dr' woo IVOR rn MAL 4 PINCVAIVAI ono Arrf4 1 struc• cwargealizilfgrnmors PrAC i.A.LILION TO STRUCTURE fiat MOO BUCK REMOVED FROM COM. TYPE Tx, 3 1 4 frill 1 lb awl A- roNtlei 0449 zilch' A! ofOn4474to KM taftcArir AR SWOT I STRJCRi FIE. au ratans .----..— . .. wart sr OdCf COLvair .1.- ...... ,:... : . - ,.....A1011,10. az .O?C /, a.. . .. *room: s Karr 11 412 r.R..s.sr.s. stwortir ORFCSJIT SOLI (SO IS ttLW mower Jolla 0fri OMEN Off MOM Jr Robert L. CI k. IE. 213012 TYPCAL AtVELOON R 5FRUCTORE WITH WCOO SWF( Alsr0 CONC. T'YPE -0" Puibrc REVISED ramplilai wlidthailarba 4:Odler esie Arftithsta St .030.06 Everalan Itads .41Eill'--4!1(12.6""41."■ Dalt Piudyti Vasnra OPF101,E12 CO4IPLYOC Vint 114 WWI lUUIL4PC M DA JAL? 41 one482SIXOSOL COMM mon ace cosokutiocconici Portems4tE ebo" 0402 ..6-r IND USTIRI ES Riend ■Iks LI4 �/ rag OurAinnv • 9'4 P.J.P. 7our 4/254/00 C• LIP 8c INSTALLATION DETAIL 1 STD. WALL 44LILLION fon rechwoidoff Mkt 151Q1 t32.9 Y.Cutatir5. n itan &atom .14 .4274' 7/.1110[1: HULLS NTS 2 0 Nov.9 M. 6620 IMPORTANT: OLJA !'TITY OF ANCHORS SHOWN ARE f 0'R A PICTORIAL (REPRESENTATION ONLY. FOI? CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FAD THE CORRErT MULL SIZE ANO PRESSURE TRED D FOR YOUR SPECIFIC APPLICATION. C L IP LENGTH C HART FOR Le MULL MULL SIZE t,r2 f}� x 4 x ,8 NN. FROM 2 ki U ZI'S (T'A) 1 , tux 14 L l , k } i MIN. r" MULL CLIP TTVO L'2! ANCHOR LOC4TICNS Celigusver 17.PC. } rOR$ LAJ r' MULL CUP FOUR (4) ANCHORS LOCATIONS &all lion. W T * JOB AIOTF; i i't.h 1. R£fERFnrLE JEST FE1°ORT fL- 29O2.4Q3 Alfa 2d 75 , 3y7r 4 MIN. FROM ENO Mee) 9 JL ] " tdULL CLIP W/ ABS REMOVE() Two (2) ANC HOR LOCATIONS' (YTFRJSNrt DWG j rots, _ IWN. FROM 1 END (TYP) f " KILL CLIP VW /TAGS REM-011E0 FCUR (4) AsICH R LOCeirtarw5 tsmvsos owc j Pegg PFu urr REV MEM 4secapltloi VIII ill Pli.Wi APP110001 S tXPlionuiC WIltl qv: Bigltarode Aietplum AtaC! «•d0 Odir n l'lfLi�fln��'}� l�pf 1 4r.Iiw Oil � ✓�Ri Ihti�y•lYf'L •�F Slice .de PAtlr l-ctorr89L l iSnl1 u iam !moo ,po- vgr-L.uj .i MULLION CLIP ANCHOR LOCATION ie S+ O'. WALL MULLION roPi Ptc14tVtorr timer wrlrr,5s. FL 34175 9P5r 1539 S(Pe: 5neee- I?A MAED % R ]4274 il'[JL LS ftirT.5I 3 it 5 a...ym a.. 6620 1 1 (TYP) Ix STD. WALL MULLS 11AT`L: 6053-T5 ,VOTE: 1. REFERENCE TEST REPORT FTL - -2932, 2gO.3 AND 2975 r )7 V Robert Lam., RE P$. 134712 Slni i r3E.6UCT [Wrist', • al A70111011.4% MAE.. BelUelada AorpiesnEra -NW &Ednl big Ire WsSTDal* Ppnda:i Cwaf lRrilu APPROE10.13 C JPYIIIG I.%IIi itE 11T J f {•N .3E ar rA..� . 1t I. fm.15501f USJWIIC CODE COw KIMEE ACCERAKE Ra ©0 •0 4 r7. a5 I'GT INDUSTRIES Rene ar Oel. warn Byv D ��4 tem 4/28/00 PROFILES 1" STD. WALL MULLION W O hiChirl0DaV AWE P.O 1.57& Sr u et mtvo113: FL 3411 ?S MirGt1M1S. fl R.771 WAILS scar. NTS 3ke.t 4 er5 6520 • 1)6025 _ OPENING MTH IN NCHES 2 Anchors 50 60 70 80 90 1 00 110 120 130 160 42 _129 j 115 107 104 103 103 103 • 103 103 103 - - 48 03 73 67 63 61 51 61 61 61 61 50.__ 625 70 Ji 55 52 50 49 49 • 49 49 49 54 • 57 1 49 44 41 39 38 35 ' 38 36 38 ---60 4J 31 29 27 26 25 25 25 25-- _ _.....• • 63 35 30 27 24 23 22 21 20 20 20 - — —66 30 1 26 23 21 19 18 15 17 17 17 23 72 . .... 20 17 16 - - . . 76 20 17 15 - ' .•••..... .. 78 1! : - - . .... • 84 . ••.•_.. 90 _ .•_... 96 •_ 108 ••_. 111 - _144 - .. _ 1x4x125 4 Anchors 42 170 170 i 170 170 _ 48 170 170 170 170 170 50.625 170 170 170 170 170 _ 54 170 170 170 152 170 157 63 - 66 MULL LENGTH IN JNCHEc OPENING WIDTH IN INCHES 50-1-6-6 70 80 90 100 110 120 130 160 MULL LENG11I IN INCHES 170 170 170 170 170 170 170 72 76 120 78 84 BB 90 72 - 96 59 - 108 41 —111 38 41. 17 170 170 170 170 170 158 I.1 157 127 124 122 112 108 106 100 96 93 143 134 160 141 126 145 127 115 —120 105 95 102 90 94 63 74 75 85 59 —50 119 05 170 1 170 170 170 170 170 157 157 122 122 106 106 92 92 87 61 77 74 72 74 69 65 63 61 71 59 68 63 50 57 55 53 53 49 45 44 42 4 53 47 43 39 37 35 33 50 43 _35 35 32 30 35 30 27 4 22 20 32_ 28 24 22 20 19 28 27 19 16 17 . 16 - I 31 24 16 NCTES. 1. MAKIME11 ALLOWABLE PRESSURE PI PSF. 2. DESIGN fS 8A •S:7-0 ON OPENiNG WIDTH. roc? mtarliDLE OUTS; CGNSIGER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 5 ; 7144 3. Robert Lank, ?.E. REFERENCE TES?' RE.PCRT FTL-2902. 2903 AND 3975 PE. i.197i2 Strowal Vertical TAW! 7 1 Let,fh HorizDntal NtH Opweighng MuI Lensiti Multiple Mulled Units T MuU 1-1 Length 1----. Opening Widitl minim FIEVOTIED ftaidSeat Wit Ms YEW Epl DoklinaCtrir straipharr Mit 11 knir told.; Co.Ind PV: CINIP.11atTO 111E SCUD- FL ryer, D POU ;WAD 06 CDR CONIMICEDIM se&Caa.CEJID 'r FUlmirw IN D USTRI ES Reese ft: VANS By: Nat: Rdwiailda: tau., Ike P./. P. 4/28/00 acieripas. PRESSURE CHARTS 1" STD. WALL MULLICN lOre FEcofflocccr Agra P.O. BOX 1529 6.010ANS. 11 f27$ eAtOOLS, fl. 3.1274; Sanuivedin MA LS $cm. rn.e. X. NTS 5 .0 5 6620 OMER INC. 14040 N.W. 6Th1 CT. MIAMI, FL.33 1+68 Phone (305) 685 -0412 Fax (305) 688 -9550 FAX COVER SHEET DATE: 316 /04 TO: [T\ \ -L FAX #: 306*- 75 972 FROM: L\a u - f.. PAGES INCLUDING COVER SHEET: 7 i-k t L, 015 Pp- po T T +c . R2A.306.142.PO4 0 , A • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.1 I - 3406 • ()1 STATE OF FLORIDA: COUNTY OF MIAMI -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 in this Notice of Commencement. 311111111111111111111111111 +C FN 200480108340 OR Bk 22048 Ps 10661 (fps) RECORDED 02/18/2004 10:34:20 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: .5T ty CU- miA ist- toa.Rr,- 54.c. 'mot iza. L12.. Lo-r 2.1, Ar`sU r L6-c) 24 i- 25 It Lk. ri i_c't l25 pc 41 x 06 0 de- ( 'i -1,E -_ 0.1_7r t 2. Description of improvement: `S.4.1-[fr ewe- gtt,nrto lu4s 0 G rasa 6 area 3. Owner(s) name and address: _Pta✓Tfc2 PL�Q 4L'S G (m..Sc ye.00. , fi liD,mC St4OR f-t. v3L3 Se Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ©t -otvt' ir3C . i�toLtc� w1W iec-T N3_.[C1ii 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: N STATE OF FLORIDA, COUNTY OF DADE 7. Persons within the state of Florida desi nated b OwnerNUnnon, wV,// FY char this +s a g y x+glna +le� provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: (� . uy 8. In addition to himself, Owners designates the following perso in Section 713.13(1)(b), Florida Statutes. Name and address: 11/41114 a copy of the Lienor's Notice as provided 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d eren, .; - sp-cified) Signature of Owner Print Owner's Name f ( _ Ph) dortZct, -A c Sworn to and subscribed before me this 17- day of Notary Public Print Notary's Name My commission expires: 123 -01 o? PAGr 4 MK: Prepared by At 4 c,r i reta 200/• Address: `t-Lett-to tUw.l Grs erg, _ Nancsr-jelesificankt 3o .t e r commission g0 DD11 - (o :dsoF moires May 13. o Bonded Thru .._ . t +' Atlantic Bonding Co., Inc. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Efl Num Inspection Date: 08/22/2006 Inspector: Grande, Claudio Owner: None, None Job Address: 465 GRAND CONC Miami Shores Village, FL Project: <NONE> Block: Contractor: ORONI INC Permit I urr CP 004 =I0 Permit Type: Imported Permit Inspection Type: PAINTING Work Classification: <NONE> Phone Number Parcel Number 1132060170320 Lot: Phone: (305)685 -0412 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Monday, August 21, 2006 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building ECEOVED OCT , 1 1 2004 Permit No. BP- 0(1" as-- Master Permit No. 2,00S — jai 5 7 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) (� ��e e�1 °zq Phone # ( ) , y Owner's Address 4 W.5.- cityrAfAmi cwor.G� State fit_ Tenant/Lessee Name Zip 43,3 1°3% Phone # Job Address (where the work is being done) 4c, 3 Cv N C o e..s,. City Miami Shores Village County Miami Dade Zip 33 1 Is Building Historically Designated YES NO pe,,_ Contractor's Company Name 00-01\11 1 tJ ( Contractor's Address i i-li °10 1j uj G,, Phone #L3c J i CityN .-I -( 1 lArni State R. Zip 33 1 Liz Qualifier c � r A-5 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit a Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Ekreetot ` tliA/'°T ?, * **, tit ** *** * **** * * * ** * ** ** ** *FE s** * ** * *** *+�� *** ** *at * * ** ** * act C ep Submittal Fe '$ Th 4 Permit Fee $ (P C) C CCF $ L a C CO /CC Notary $ Training/Education Fee $ '- U,,( ) Technology Fee $ 4 Scanning Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name Bonding Company's Address City a kf' .applicable) State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this `3C) day of s gfrgR - , 20 CM , by ,; who is onaily known t3o me or who has produced As identification and who did take an oath. NOTARY PU LIC: Sign: , r ���� c IMCea Prins. :f= Commissii)al,fiDi `96544 .= Expires- tar 04, 2008 �o 0�ao��.` BondedThru My Commission Expires: Atlantic Bonding ca., ltxu. Signature Contractor The foregoing instrument was acknowledged before me this day oif�O1'. , 2000a� by oat] s ��� L who i .known, me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Commission #DD296544 -* aQ: Expires: Mar 04 2008 n Expw; °:s' BondedThru ' Atlantic Bonding Co., Inc, ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** My Conunission (Certificate of Competency Holder) State Certificate or Registration No. Certific e of Competency No. **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 12/15/03 OCT 4 2004 Plans Examiner Engineer Zoning Permit No. Et 17 7 Master Permit No. : 2c)03 _ 5- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Pas: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building rl ECEO J E JUL ©12004 NG Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) p(e,.°ir DfcN ro Phone # 305.-604 °x.55 6 Owner's Address y 45 C.4.AND C ONC.0 ra City, 'lf' a l (O 17...6.1 State (—L. Tenant/Lessee Name Zip 3-3 I 39 Phone # Job Address (where the work is being done) 4 6 6` CALAND c NCO rz.. City Miami Shores Village County Miami -Dade Zip 2,.-61 35a Is Building Historically Designated YES NO Contractor's Company Name P.-R IN n G 4.1,, .. rGtc CORP. Contractor's A d d r e s s 128 0 3 5.1...) 20 1 City M a alrl a State % Qualifier FR-AN C 1500 Phone # 3(75. — S5 1 ° 'q Zip i7S Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 4c "1/4e' Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ONew Describe Work: LOW VOLT Go_ (o --tr rc. P 1-1.0 w 5 -r6.1.12.-.Vi 'S 6 car) S 0 Repair/Replace 0 Demolition * *** * * ** * * * * * * * * ** * **** * * *** Fees * ****** * * **** ** * * *** *** Submittal FeeeerSSOt e� Permit Fee $' /00° ' '' CCF $ • 6 0 CO /CC Notary $ Y� Training/Education Fee $ r 1) Technology Fee $ -.S 0 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ,53/3 0 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IlVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agen The foregoing instrument was acknowledged before me this t day of—S0 , 2004 , by ?`mot Pati®fcAN pj who is personally known to me or who has produced As identification and who did take an oath. NOTARY Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this l day of .3JdLS , 20 04 , by (-�604 �tco a.2,, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 20 <••• (i, Arleuis Alic;� Print: �,0, Ac� `' ",- Arlenis A1ic - Commission #DD296544: - Comrr►isaon#DD2965Q4 ..1. „ .0 Expires. Mar 04, 200$ My Commission Expires: `S;•. es' �: Expires 04, 2008 �j OR41. `J v);A ,p,CO• * * * * * * *5�� * ** �C �� a * * * * * * * * * * * * *eee, e* * *� *** * * *** * * * * * * * ** 4 *ems .,1 I. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *************************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** 1A .f n APPLICATION APPROVED BY: Cho 12/15/03 / 44"V''*' Plans Examiner Engineer Zoning r ADDENDUM TO BUILDING PERMIT APPLICATION 4 4 4 (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT F BIDET LIGHT OUTLETS CE HEATING DIN N Its RECEPTACLES A/C ( IND) DISPOSAL / SERVICE TE6PORARY A/C ( '' ) DRINKIIG F'A AIN ! SERVICE SIZE IN AMPS DUCT '11( FLOOR DRAIN j SERVICE REPAIRIMETER CHANGE REFRI r.TION GREASE TRAP APPLIANCE OUTLETS PROCESS ,4 PRESS PIPING INTERCEPTOR RANGE TOP U!3ER . '' TANKS LAVATORY OVEN ABOVE GRi '' TANKS LAUNDRY TRAY WATER HEATER U.F. PRE v.`E VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOIL ' SHOWER MOTORS OVER 1- 3 HP HOT WATER BOERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VE'. ILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING EM3LIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALA ORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER STEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES -•'• A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT 1 STRIP HEATER - FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMAING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS ] SIGN TRANSFORMERS UTILITY -SEWER 1 SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY j TELEVISION OUTLETS DRAINFIELD, 4" I'ILE/RES. 1 VIOLATION PUMP 8 ABANDON •EPTIC TANK 1 REINSPECTION SOAKAGE PIT P4. FT. CATCH BASIN ' 1 DISCHARGE WE DOMESTIC AREA DRAIN , ROOF INLET ; 1 SOLAR WATER HEATER FIRE STANOPPE 1 POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER. SET (GAS) GAS PIPING Shores Village 10050 `` 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/2/2004 Applicant: PETER Owner: PRUDENZANO JOB ADDRESS: 465 GRAND CONC Eflactrica: Permit Permit Number: EL2004 -177 PRUDENZANO PETER Contractor ATLANTIS ELECTRICAL CORP Contractor's Address: 12803 SW 20 TERR Local Phone: (305) 551 -4043 Parcel # 1132060170320 Legal Description: Page 1 of 1 PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 NE1 /2 LOT 23 & ALL LOTS Fees: FEE2004 -6579 FEE2004-6580 FEE2004 -6581 FEE2004 -6582 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $103.30 Total Fees: $103.30 Total Receipts' 0:00 3,3 Permit Status: APPROVED Permit Expiration: 12/28/2004 Construction Value: $200.00 Work: LOW VOLTAGE ELECTRICAL 6 TELEPHONE 5 TV Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, MVlianu Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle Permit No. 6 P Lap - Master Permit N . 6 SP 03— lc .57 Building) Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) c, "Z (p Phone # 6 oq -"4 2W 6 Owner's Address y 4uj coruCoo s2 City 1272'4 frr t5HU2 lc_ State rt. Tenant/Lessee Name Zip i 3 8- Phone # Job Address (where the work is being done) 4(05 G r,A ST (0P4 couesft... City Miami Shores Village County Miami -Dade Zip 330 F' Is Building Historically Designated YES NO Contractor's Company Name Au t PJ c NL pro pr.v_7Y Phone # -,( — 6W- 03412.. Contractor's Address 1,4040 kW (, GT __ -,\ City jt3 b211 -( i ' '(Pm i State l'.. -t,, Zip 3 3 I CZ Qualifier fi.TJVAW -Di') 1 b2 ON) Architect/Engineer's Name (if applicabl Phone # $ Value of Work For this Permit / 000 o quare Footage Of Work: 3/, /t/0 Type of Work: DAddition ❑Alteration Describe Work: ItkSkIi1 rwL [ t S L 6Q&T iY( New Repair/Replace ❑ Demolition * * * * * * * **** *** * * ** * * *** * * * ** Fees * * * * * * *** * * * * * * ** * * * * * * * * * ** Submittal Fee $ 6 0 ®V Permit Fee $ 3 CCF $ L'/ 63, 0 CO /CC Notary $ Training/Education Fee $ 6 a `f Technology Fee $ 69,/ 3 Scanning $ 9 Radon $ Zoning r_-- Bond $ '- Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (11 7 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding 82500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is 'issued in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Sign Owner or Agei�@ The foregoing instrument was acknowledged before me this 2q day of , 20 [ , by' 'l*,rZ, Pia tt tiadvb , who is personally known to me or who has produced As identification and who did take an oath. NOTARY P -BLIC: Sign: Print: "' a ; Expires: Mar 04, 2008 Nu. i Lite, BundaThru My Commission Expires: ' "� Atlantic Bonding Co., Inc. Arlenis Alicea Signature Contractor The foregoing instrument was acknowledged before me this day of le fl \Al2(.•l -t , 20 04, by £l a .pO 7S1 j>ZZY,,t ) who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: L/c n,13 .144.1 f��i _;.5,: Arlenis Alicea • 6544 "� •� Expires: Mar 04, 2008 My Commission Expires: • to Atlantic Bonding Co., Inc. .1111 1 :d1.Ir (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. .' RA * *o * * *** * * * ** * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning Ling En ineering & olsulting, Inc. Lab Report No. 04-070016 Building Solutions For The Construction Industry 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 Rafael Droz -Seda, P.E. 9130 Crescent Dr. Miramar, F133025 cover Certificate No.02- 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH MIAMI -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 465 GRAND CONCOURSE owNER: PETE PREDENZANO ALL IN ONE PROPERTY CONTRACTOR:SERVICES,INC ROOF PITCH: 3:12 INSPECTIONDATE: PERMIT No: 2004426 PCA No: ROOFING SQUARES: 36 TILE TYPE: ESTATE S CONTACT PERSON: Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation TEST DATE: 06 /07/04 JOB NUMBER: Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 71 -75 91 -95 6-10 Passed 26-30 Passed 46-55 Passed 76-80 96-100 11 -15 Passed 31 -35 Passed 56-60 81-85 101 -110 16-20 Passed 36-40 Passed 65 -70 86-90 111 -200 THIS ROOF HAS PASSED: Ix i FAILED n THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS106. "ROOF SKETCH' Reviewed By: z -Seda, P.E. No. 39228 @ 843 Voice: 305.256.4550 Front floridatec.net 7 North Fax: 305- 256 -1995 MIAMI SHORES VILLAGE �. BUILDING DEPARTMENT /U 305- 795 -2204 Building Inspection Request Date i Type Insp'n T( I-e F r° ao-c- Permit No. 6, oq Name Piudoazo /�� Address 46L) rCnd C cn oC Company Pit in One ci tom. Phone # Inspection Date Approved Correction Re- Insp'n Fee Page 1 of 1 •� High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PE APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED Roof System Required Sections of the Permit Application Form. Attachments Reg Ired See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 Prescriptive BUR RAS 150 A, B,C 4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance NOA Cover Sheet t NOA Specific System Description NOA Specific System Limitations NOA General Limitations 1 Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F' Repairs Only 7. Any Required Roof Testing /Calculation. Documentation Any other additional data reasonably required by the Building to determine the integrity of the roofing system. Page 1 EIVE 2 9 2094 mm®wmCs mo...® http:// www. co.miami- dadell.us/BLDG/ROOFING PERMITING/INSTRUCTION PAGE... 3/26/2004 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADS COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: ALL.- Oaf ✓ L• ow Slope ✓ A• sphaltic Shingles ✓ Prescriptive BUR -RAS 150 Section A (General Information) Process No. Job Address: ¥46 ONO C»KCWEE Roof Category Mechanically Fastened Tile r Metal Panel/Shingles r Other. Page 1 of 1 1 g Mortar /Adhesive Set Tile r Wood Shingles/Shakes Roof Type r New Roof Re- Rooting E Recovering r Repair r Maintenance Are there Gas Vent Stacks located on the roof? r Yes 9< No if yes, what type? r Natural r LPGX Roof System Information Steep Sloped area (ft.$) I 3,100 511.1le.Total (ft.') Low slope roof area (ft. a) Page 2 http:// www. co.miami- dade.fl.us/BLDG/ROOFING PERMITING/PERMIT APP SECTI... 3/26/2004 Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size? (a' x al: _ t t ( ` i = i ! t' : i j t _a ._ ._i !._ t __ 1 ! l t . • ' _ . ' j t �4.6 i. r � � ' tg � tt. i ; i E . [ t } g i _ ...._. —� � _.. ____ ( t _ ... tp....}t { 3 4.._ ._ .1_. ' t i . ` rn � I t • i ! �...L _... .... • lrr ; ._. _ 111 _ — A Vii. M1 { t a.._ 9 .... 1 . 1 d t. s .. i '. tr _ I � lit; t: _.i .,.a..,R 1— i 1 t 3 l "4 l i_.....p...___! s— .....1._.._.a_{ s..j.. ._... .._!< A i 'F` p �� l it Page 2 http:// www. co.miami- dade.fl.us/BLDG/ROOFING PERMITING/PERMIT APP SECTI... 3/26/2004 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: "C) $ o litofttA VoR5tuarS Notice of Acceptance Number. 1-07-14-.0050 i Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): P 1: 77(p9 P 2: 22.21 P3: 22.2.1 Maximum Design Wind Pressures, (From the PCA Specific system): "40.0 Sloped System Description Roof Slope: 3 Roof Mean Height Ridge Ventilation: "/12" 15' COt1-ctt1UOUS Method of Tile Attachment N/A Alternate Tile Attachment Method: Nip, Clip Spacing for Metal Roof Panels Field: 411k Perimeters: rw Comers: N Perimeter UIMdth:� Page 4 Deck Type: 5/8" Plywood Alternate Deck Type: Underlayment type: INFSCIA U 244 `'(Pi ..L a D Insulation/Fire Barter Board: Nw� Optional Naitable Substrate: Fasteners: 1 1.g eatorasket41 &stur r Cap Sheet Type/Adhesive Type: 1 >. —D 2Ack+co Roof Covering: Et 6FA E lire t*S" Roof Covering Attachment Method: 1' )1. bAttt P SiVE Drip Edge Size & Gauge: �fa 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: Hook Strip/Cleat ga. or weight: N/A • http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION D 3.HTML 3/26/2004 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: �'{.(o x A , 0.21 - Mg: 13.0'{ = Mr1: '5.35 NOA Mf: G� -S P 2. t00. ._ x A .2:'l� - Mg: '27.5. = Mr1: a NOA Mf: ' G a P 3: Ipp•(o x A: 0.2'i - Mg: = MM: Sri NOA Mf: rag Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: 1 NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet 15 20 25 30 40' Roof Slope 1 1 1 y 2:12 34.4 36.5 38.2 39.7 42.2 3 :12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 / 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http:// www. co.miarni- dade.fl.us/BLDG/RGOFING PERMITING /SECTION E 3.HTM 3/26/2004 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required 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. 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). • 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 to 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. wrier s/Agent's S attire / Date Contractor's Signature Sep 28 01 02 t 37p I Hnt(V MIAMI= MIMI ouu. -a a Y14,4 I- • •- :!:" ; • :!j`i� MIAMI -DADE. COUNTY. FLORIDA •' ` • METRO.OADE FLAMER BUILDiNG PRODUCT CONTRO NOTJCE OF A(;CEPTANCF Tamko Roofing Products. Inc. 220 West Fourth Street Joplin ,MO 64804 uuJLDING CODE COMFLiANCE OFFICE %i1711047A»1's FLAG1.I••.14 nuu. »ING 140 WEST HALL R STREET SUITE 1603 11 .014113A 331304563 (30513».2U01 FAX ()O$ 37$•2') (:f>N1R.t,CriN( I.i1:12451n(: XEC Kr (7 53375.2527 FAX (3t$) 31S•1354 CON11I. CTOR%1Ot111CF.r►IE:A- rn/VhI0N 6309 375.296 6 FAX (30$) 31S•2SU l'R1 DUCT COYTR01. DW$%i t t p451175 -2902 FAX OC313724439 Your application for Notice of Acceptance (NOA) of Tamko BUR Roof System over Wood Deck under Chapter 8 of the Codc of Minmi -Dodo County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shalt not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner. BCCO may revoke. modify. or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. if it is determined by BCCO that this product or material tails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0S08.0 EXPIRES: 082 )/2006 Raul Rodriguez Chid Product Control Division 1S Til 1 V} IS,. E iy SEF, DDITI . VA! PAGES FOR SPEC FIC AND ..F.NERA SO'I1)1T1ONS UUiLDINC CODE, & PROPUcT REVIEW COMMITTEE This application for Product Approval has been reviewed by the i3CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida umber the conditions set forth above. APPROVED: 0/1/2.112001 /0.44m. Francisco 3. Quintana. R.A. 1)irci.lor MiamN -Dads County Building Cock Compliance t)Ri�•c '60000011oe20O0 t.w rareesl.otieo accepsvoce crow Damon Interact snailaddrexs: posteaastobui ldingeodonntiat.cont 1110 Hamepasge: htlp :llwnca.buiidMXtodeaallaaeons Sap 26 01 02: J #p , t mmo TAMKO ROOFING PRODUCTS, INC. ROOFING ASSEMBLY APPROVAL Category: Roofing Pk :category; 13uill -up Roofing Deck Type: Maximum (sign Pressum Fire Chtsjr,catk:n; Wood -60 psf See General Limitation 11 V V V V a• Y r 1 ,1 Acceptance No :O1- 0503.01 Approval Dale: Almost 23.211111 Expiration Date: Awned 23.2000 TRADE. NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Awaplan 170 FR Awaplan 170T1 Awaplan Heat Roll weight: 96 lbs.; Weldinen 25' S" x 3934" Dime:151m q Roll weight: 98 lbs.; 33' 1l" x 39'/+' Test ASTM D6164 *Wei Roll weight: 98 lbs.; ASTM D 6164 33* 11 "x 39 s /r" 'rypc 1 Awaplan Prcmiun1 rwrst Roll weight: 101 lbs.; 33' II" x 39 Awapluh PrentiumT•' Roll weight: 101 lbs.; 33' t I" x 39'4" Awaflcx Roll weight: 76 lbs; A.watlex FR 33' x 39 -3/8" Roll weight: 76 lbs; 33' x 39 -3/S` ASTM O 6164 Type 11 ASTM D 6164 Type II AS1MU6164 typc11 ASTM 0 5147 ASTM 5147 Paget Product Deserintion A 180 b,/m= polyester reinforced SOS modified bitumen membrane sur1iced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 glut= polyester reinforced SBS nwdificd bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 shill polyester rchtforccd SBS modifiexl bitumen membrane surfaced with grannies. Applied by torch and also used as a walkway material. A 250 eat: polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 b /n1' polyester rcinforccd SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. and also uscd as a walkway material. SOS modified cap shed constructed with a 155grm/rn= non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modirtcd asphalt and surfaced with ceramic granules for UV protection. S13S FR modified cap sheet consuuettal with a 1 SSimrlm= non- woven polyester mat saturated with asphalt. cnahxl on both sides with SOS rubber modified asphalt. 1R treated, and surraccd with ceramic granules for UV protection. Frank Zuloaga, RAC Roofing Product Control Exominct Sep 26 01 02$ 40p, •TRMKU TAMKO ROOFING PRODUCTS, INC. Acceptance No:01 -0:03.01 Deck Type 1: Woad, Non- insulated Deck Description: t'ln" or grcarc plywood tip wood plank decks System Type E: Base Sheet mechanically attached. All General and System Limitations apply. Dace Sheet: One ply of Tantl o Okla-Caw, Vapor -Chan or Base-N -Pty fastcndd so the deck as described below: Fastening: (Option 1!) Attach base sheet using 11 ga. annular ring shank nails and 1 -31 &" diameter tin caps spared 9" o.c. in a 4" bp and 9" n.c. in two staggcnd rows in the center of the sheet. (Meets •ZS pal, See General Limitation 117.) (Option #2) Attach base sheet using CP Dekfast or #14 Ockfast Fasteners with CF tics Plates. SFS 012 or lit) InsullIss S. ar Stades Accutrac Fasteners and r Square Plates spaced 12" o.t. in a 4" lap and 12" o.c. in two sta gered rows ht the carnet of the sheet. (Meth —60.0 prf, Sec Gcnernl Limitation #7.) Ply Shy: Two or more plies of Tant -Glass Pr miuns:ID or Tam Ply IV ply sheet adhered in a Full mopping of approved asphalt applied within the EVT range and at a talc of 20- 40 sq. Cap Sheet: (Optional) One ply of Tam• Cape adhered in a full mopping otapprovcd asphalt applied within the EVT range and at a rate of 20.401hslsq.. (Sec Tamko application instructions Cot approved method of installation). Surfacing: (Required woo cap sleet is used) Install one of the fallowing: 1. I -I % gallons Pbenal aluminum coating per square (Tropical Asphalt Products Alumafritc 120. Tang -Per FR Aluminum Roof Coating). 3 gallons emulsion roof coating per square. or asphalt surface a1 an application rate of 20-26 )bshq.. Coatings shall be applied according to the manufacturers recommendations regarding specific application rates and ' and weathoing. 2. Flood coot with an application rate of 601bslsq.. plus :ravel or slag with an application rate of 400 or 3001bs./sq. respectively. Maximums Design Pressure: See Bare Sheet Fastening Option above Page 17 Frank Zuloaga., RRC Roaring Product Control E,tasnincr • aep 26 01 02:46p. .TR11K0 TAMKO ROOFING PRODUCTS, INC. WOOD DECK SYSTEM LIMITATIONS: - 1 A slip sheet is required with Ply 4 and Ply 6 %%Nen um! as a mechanically fastened base or anchor sheet. • CF..NERAL LIMITATIONS: 1. Kira classification is not part or this ACC , Directory for lire ratings of this product. 1°e, refer to a current Approved Hoofing Materials 2. Insulation may be installed in multiple tams. Prodittx Cornrol approval guidetincs, AtJ alter The �� layer shall be attached in cotnptiaitcc with asphalt applied within the WI" ran layers Shrill be •�end in n full mopping of approved the fastening pattern of the Se and at a rate of 20-40 !bs lsq.. or mechanically attached using 3. All standard top byre panty sizes arc acceptable for mechanical attachment. When applied in approved asphalt, panel size shaft be 4' x 4' maximum. 4. An °�Y and/or recovery foam overlay Lands r e the board insulation panel is required on all applications over closed cell shall in ulati n using e spotbamse sheet is fixity ma recovery board is used the base shim Opal. If no taco~ mopped applied ribbons in three rows, with app'ved asphalt. 12" diameter circles. 24" o.c.; or strip . one at each sidclap and one down the center of the sheet allowing a continuous area of ventilation. Rncircfing of the strips is not every 12' in each ribbon to altow cross ventilation. A application A b" break shall be placed minimum rate of 12 !hs! Asphalt n ligtion of either systrrn shall be at a pressure of -.i5 psi sq. Nair: Spilt attached systems shall be limited to a maximara design 5. Fastener spacing for insulation attachment is based on a Minimum Charactcristic Forte (P) value of 27S !bf„ as tested in compliance with Testing 2s frcld-�ds a below 275 b Application Standard TAS 105. if the fastener value. 6. Fastener s 73 lbf. insulation attcs:lament shall not be acccptabtc. pacing for mechanical attaichmcnt ofattchorlba�se sheet or membrane attachntcnt is based on a minimum tastcncrresistance value in conjunction with the rnaximurn design value 1m4 within a specific system. Should the fastener resistance be less than that required. as determined by the Building Official, a revised fastener spacing, prepared. signed and scaled h }• a Florida Registered Bnginecr. Architect. Registered RoofConsubant may be submitted. Said reviser] fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards 7 AS 103 and cakulations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply tith the areas. Fastener densities shall be increased for enhanced uplift pressure requirements of these areas. compliance With ensiti A both insulation and base sheet as calculated in $ Application Standard RAS 117. (When this limitation b specifically referred within this NOA.General Limitation U9 will not he applicable.) S. All attacltitteiu and sizing of perimeter natters. metal profile, andlor flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed tied R pressure limitation listed shatl be applicable to all roof pressure zones (i.e. . perimeters. and corners). Neither rational analysis, nor extrapolation shall he permitted for enhanced fastening at enhanced pressure 7Ans•s f i.c. perimeters. extended corners and corners). applicable (When this limitations specifically rckrtrd within this NOA, General Limitation 1x7 will nut he i Acceptance No :01.0; 08.0f Page 13 Franc; Zuloaga. RR Roofing Product Control Examiner %u$ 15 01 10i08a ' TRMKO 4UUa•e aoo.o 2001 ROORbtG MATERIALS 6 SYSTEMS OIRECTORY ROOF COVvuNO MA1ip1At& awn Roofing Systems (Fc U)-corrriessesf • Dask C-13/32 S.rfacmh; Crawl in a flood cwt of fat roofing asphalt at 6016 /sq. f, Deck C45/31 %slime 3 • ptselatism 1 fa min glass fiber or pubic nailed of spsinkk moppet lace Sheet 1Optionalk Type Q lases sloe( "43 Rs. Eau S wee, 'Qasoltme or "tiitmbPly° or TipeG2 ph short Peratiwn` er'Tam -D1y 11f". bol mopped or raltd rl kit • 3 � 7)pe Gi 1anGlars ?Haase or iem•Piy W . hominy Card M a flood coat cf hot moans asphalt at 60 lb/rig. t pot NC berme 14/2 Base Shat Type C4 `Chr..Aase ; "Tafa -.a P lint- or ?e•pty ir. 1101 ■hopped. nr. km mopped. H Tim ySbeetn 2 p+Q "Tewraess Pratiwiom" or "Tina 7. leach: do NC p- C3'fam C . hot mopped. Iodine 2 spii kle3.1/6 is n+o. in glass fiber pea*, Jr Sae Sheet Optimal): Om cc more Type k Type G1 Q "Yeor "G', "Vapor- own `''aj'ia+ 'Uun Pty M a "(,'soda -Hasp bit a nestl hot mopped �w heat fined. " unlace (►nudifr,d Surf 61 • R Dedt: C43/32 �m moppet 1/4 Ram Street imerly IV„ a Q LT -et Kara goer, Tape C1 `Gtas(7aa roen lac', eZsss.Base meld. Ay Skeels Two or more layers Type CI - Tans(asa Premium" or 'Tamt•Ply flr. fad. 6. � LSGUC w� .lent 1 Base Sheet One or more Myers T ppee Q - Class Base :'tlrna4ase" ac 'Vapa'C an % hot (mopped or )o'e f'a ice fastened is pima ?1P Sheet One or more layers Type G1- Tamn.Ply >tr or "Tam-Gloss Prowns t : bee'stopped in place. Cep Sheet Type 00 Tan Cop : hot tnopped in 2 place. 10. Deck 015132 Indian Base Sheet Qtr or mom pyres Type 15 a Base Sheer. hot uappal or medsaadraile tautened in plate Ply Sheet: Twe em more plies Type G1 "Sato-Ply 1V" or 'faint 21 ss Premium"„ her mopped in plea. Cap Sleet 11. D 323'Pr Ci'P+m'Cap . hot mopped berme 2 place. Asa OOptioeaIl MAR. 3/4 M. (till min. at polyisecy�antrrate. 2 Base Sheet One or more layers G2'Glass -Bea .'Y .»$ate' or Has Uhot rr.cpp�a et� fastened *plat hhooattp mopped or hem welded. aPlars t#esza~Secoth' (emodiAed b;etmn.mj U. ikelrSince Type G3 "Torn -Gs . hot mopped In plate. NC Base Sheet One or more plies 'Tin -P1yM hot mopped or medtato. may lastened. Sheets; One or ream a pries -Tent-Ply /Y' . hot mopped or undone- ally fastened. Stufacinsp Gavel =an asphak ((oohed rimer ea crushed slog. Ina lj od coot of lot as B Base Sheet•. Orator rear plies yype 'G -Base ; Type 15'43r &e Slott; a TjrpeQ-Vopo s .bon popped or medunially lastexed P 2 C- 15/322 Q'[aaa Ca : loot Isarsel3 mace. gBai S ides Ty pc Q ' arosessc :Type 1S "t31Btsc ty e' dtard ally imuned ie P� Q 'Yaps rQun . lame napped or Pty Sheet • One ear mote peas Type 61 'Tim .Ply IV "Tami7asa lot ^hopped a; plate. Ptemoaah a .tepid in 3. Dear. C45/72 T3� © CS . hsdoec 1/2 plate. Base Sheet Case morose plias Type Q "Oast- Baas•.TypeI5 GtBaer Shod: " kssa3oae" as Type G2 : hot meelsesitely fastened in plea. snipped °f r• or ROOF GOYEIRNG MATERIALS MT/ 411 Roo iiS Sri (TCEu3-- Conaus ese Cap Sheet Tyre © "rasn.eap . hoe mopped in place 1. Deck C•15/32 Clew C (*dots 012 b rolatioa: 1 - 145/16 in. glass Stec pole or (rood fibre *Wed ei oprioikle ? 1 Woo More layers. Type GI "TimQaoss Press hate or 'Tarn Ply 1V; hot mopped Surfacing: (ere coat hat cooing asphalt 2. Deck C43/32 Ind or:1/2 Base Sheet Type G2 'G loss lase : -Tam1]oa Premiums; "-dm P4, 1V' or "63 b. 8tsa . Railed or spot mopped. Ply Sheet IV; Post Throe layers Type Cs/ 'T.* as Premium" or "Tam►.plj mopped. 3 Dada Solfseing: Claw coat hot rooting asphalt. iectitte, U timaled Base Sheet One or may plies Type C2 Vass-Base; 131 Base Sheet; -Vasa-Base of "1'aporChre. hat mapped or rucchstre fly faslerrod. Ply Sheet One or mare piles Type G1 'Tan, -Ply 1V' or 'Arrapta* Smtoem- (modified b twu ), Dot (mopped or brat fused. Cap Sheet Type G3'TanrCap ; hot moPlad it ptax. COMBINATION MOT AND COLD SYSTEMS Unless otherwise todicated. tMre oonomutiotn may stare any diatom of peril* class poltrwethane. isncywluta coabosode.t noctransarab/ palite itnoo Y�anbti kd. Wood fiber s . dec% only Class A 1. Deleted 2. balm NC lochs* 14/2 D'1y Shuts Throe or mom layers Type CI 'Tatn-LIass Premium" ee ' TTatn.Pty IV`, hot Sarfaebl1: Gesndy� Asphalt Emulsion Root Camas, 03r st 3 3. Deck C 13/32 1athsse 1 tassiatloo: 3 is mot gs+a bbee pubs' a wood fete(( polymtedsnm sooccyaM Ta$e or combination ism yanoaak /perkte wed or :pantie «Q IV` am•Glaas milled or hot snapped. Ply Shinto 11m* IV; hot mopped. layers Type G1'Tiner4Lss Premium" ore -Tam-fly Su a Pure Asphalt "Fitsoned Asphalt Erasion Roof Comae at 3 4• Deck C431322 Iodise 1.1/2 k e3.tim (Optionalk Glass Abet polite. 2 si. mac Base Sheet type Q "tease. 43e Box Sheet' a "Vapor Otaat : ata1k& spestklc or hot mopped. Ma fl ,, bit Than �° Type Gt "TermQass Presni en" or "Two-Ply S oq Pm. Asphalt 'Timed Asphalt Emulsion Rom( Canis. at 3 SaU 1 Dick (•L3/33 Iodate 3 Insulation: GLia Stet wood fiber a pa* 22 in. um. Bag Skeet Type 13 -43 lb one -Sheer or 'Gears lase nakd IX hot 1:4PPed- ShThree layers Type GI "Taut-Glass Premium- or 'Tam {'ly Surfaciag Pure Asphak'Fi wend Asphalt Emulsion Rod Coating' as 3 PUN- 6. Deck NC endear. 1/2 bald burs K Woad fiber or park*. noa m any ehici. erirnhi- isa Sheet Qtc or more prier - Gtapc -e :.Ply : '43 $' of "Tama-Ply 1V', mechanically fastened et fax mopped in Ply Sheer One or more p&hea Type G1 "TserPly nr or 'Tam -Glass Psemittmt : but sapped in place with op`enal *Oak Our coat S *St � edRC " Tam -P.o FR Akrsoers Roof Coating+'. applied at 1.1 /2 1. Dear C-15/32 Cfmr B Bann Sheet: One or atone pins Type 15'W ease Sheet-. hot mopped or Ply Sheet Two fit otelee pies type a lamd7y 111- a 'TaRrfbss P emisoo : hot mopped is plate. LOOP( POR THE IL MARK ON PROOUCT b � MIA PAID inn Es t'e '5' Ruble Roll MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • PRODUCT CONTROL NOTICE OF.ACCEPTANCE. 1 ntcgra Roof Tile Corporation 1201 N.W. 18 Street Pompano Beach ,FL 33069 BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEFT FLAMER STREET, 5UI7E 1603 MINA FLORIDA 33130 -1563 (305) 375 -2901 FAX (305)37S-29u c rw ra •tcroR LICENSING SECTION (313 }3754327 FAX 1.30/375-2551 c NT1lACroitENFONCEMENTnIVLnON (XIX 375 -2966 FAX (303) 375-2901 INIODUCF CONTROL DIVISION (305)37501 FAX (3 372.6339 Your application for Notice of Acceptance (NOA) of: Estate "S" Tile • under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the Use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined* by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO 01- 0703.04 EXPIRES: 08/23/2006 h1Tt CONDfl7ON$ IN . • D_. & . OD R 1E «ES F Raul Rodriguez Chief Product Control Division COMMITTEE This application (Or Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set fotth above. APPROVED: 08 34001 RECEIVED AUG 2 d zoo' Francisco J. Quintana, R.A. Director Miarni -Dade County Building Code Compliance Oft ice 0.000001101000arerepletesisoace ueepnnc. tow pagaaa Internet mail addles: po stfipster(buiklingcodeonline.cam tiamepagr: http :/ /www.buitdiageodeaaliee.CQm TO 3BVd IIaNIN 1?.13 6L00E9850E 6ti :Lt 000Z/5Z/E0 gAl'lil G' ;A► *OOP CORPORATION ACCEPTANCE No : 01- 0703.04 Cana; Rooting Coaavtet • • .f' isi Mc Autialabai L SO Ml' g 'flit swims & rooms sow Wag Bora Wino 'S' Cona+cto Phil.„ as mssoditstiond Bows Boor* � diwibod L* Scotism 2 &than Natioo of Asceptions. deed to coo* with spill Webb b 1094 Utica for Ma/Di-Dada Comfy. For rlo bad= whore do promote > os daterndood by appllabis building coati, do sot owed the design mum Woos 01no;o by enkolationn fa a aeoe isdt l PAS 127 lobs the %ism liatod is With* 4 bpaa& The moti spat calculation bedsits a o marmot ba xd ryas& 2. !%]ACT DI sc I'TlON kind weitUtx AR Sine =tik • lilt ithusisog La* 16W VW& l3' !d' thick Mho Pie ms Loos ~: 'varies Width: was vavylas !Mow Top PA 112 PA :112 21 cosporansux raouur 'B t . prACtuww BY MIMES Product • Low lug intesionkna owed comae roithils=pippedIda twos bole:as4 dale son z 'ire direct dock or baud ats0 -an, wan or stlixxive ixt Ammo tttot, amide isofpitut for use of hips, WM, Tidoas and valley +mane. idatastkonud for cash we prontC.D iisisprooqi la aid %tor `Test 30" x 73' f00 PA 104 or 40" 7S" ice 36"s IPA 103 2 Z0 39tld • IWGIW 183 Product Dixabitima t ainitlg pIy, Pr toot .-Woo. nodsrlsytotut with ( d l t ascot NOA) Scifooplus wit. Mao Co oodorloymoot (wklA cNOA) hook Zolooll.RC Roofing Product Cow Examiner 6L00E9890E 617:LS b00Z /9Z /E0 ENTEGRA ROOF TILE CORPORATION &mh t Wood Battens 'Ilk Nails Tile Screws RoofTik Mortar rTileTiite Roorrile Mortar C'Quilotte0 Roof Tile Mortar #1140") RoofTile Mortar r`BONSAI.E1 Roof Tile Mortar Mix") RoofTIIe Adhesive rpo w ro AH160") Roof file Adhesive Tildiend Hurricane Clip & Fasteners £0 39tid Dimeuslons X�Iat Min. 1"x 4" ntnl Min. 1 "x 4" for use with vextieal battens or Min. 1"x 2" for use alone Min. LOdx 3" 118x2 K" long 0.335" head dia. 0.131" shark dia. 0. 175" aercw thread dun. N/A WA WA WA Factory ptemixed canisters Clips Min. 'A" width Min. 0.060" thick Clip Fasteners 84 re 1'A" • Test SRcsifratigns Wood Preservers Institute LP 2 PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 See PCA See PCA ACCEPTANCE No. : 01«0703.04 PA 114 Appendix E 3 IWWIN 183 Product Salt pure treated or decay resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, equate drive, galvanized, coarse thread wood strews Prepared mortar mix designed for mortar sett roof tile applications. prepared motto" mix designed for mortar set roar die applications. Prepared mortar mix designed for mortar set roof tik applications. Two component polyurethane adhesive designed for adhesive set roof file applications. Single component polyurethane foam roof tine adhesive: Corrosion resistant clips with corrosion resistant nails. klannfasturcr Generic (with current NOA) Generic (with current NOA) Generic (with current NOA) Bermuda Roof Company, Inc (with current NOA) Quilcrete Construction Products (with current NOA) W. R. Bonsai Co. (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with current NOA) Generic (with current NOA) Frank Zuloaga, kRC Roofing Product Control Examiner 6L00E9890E 617 :Lt 000Z/ 2/£0 ENTEGRA ROOF TILE CORPORATION 3. LIMITATIONS ACCEPTANCE No. : 01- 0703.04 3.1 Fire classification is not part of this acccptancc. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami +Dade County Catitiied Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum undelaynzmrts shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underleymcnt matcial manufacturas published literatures. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra Roof Tile Cxtrporation and its components shall be installed in strict compliance with Miami Dade County Rooting Application Standard RAS 118, RAS 119, and RAS 120. 4.2 ' Data For Attachment Calculations , i Table 1: Aerodynamic Multipliers 7,71- fi'l Tile Profile A (f) Batten p►gcatlon -0.267 --- A (mo) Direct Deck Application 0.288 Erma Estate 'S' Roof Tile ... Table 2: Restoring Moments due to Gravity - Mn (ft -lbf) • T ":12" or zreater Tile Profile 3":12" 4" :12" 6":12" 6":12" Entegrs Estate .V Roof The Battens Direct Twit Direct Battens Deck Direct Deck Battens Dir�e���ct Deck Battens Direct _k Deck 5.91 . 6.74 5.82 6.64 ' 5.70 6.50 5.56 6.33 5.40 NIA Table 3: Attachment Resistance Expressed as a Moment - M, (ft -tbf) for Nall-On S stems Entegra Estale'S' Roof Tile Direct Deck (min 15132" mood) 2 Shank Naha , 27.8 37.4 1 -10d Smooth or Screw 8.8 11.8 Shank Nail 2 -10d Smooth or lkrew 16.4 21.9 Shank Nan 188 Screw 25.8 25.8 be 39Vd 1.10d Smooth or Screw Shank Nail (Field Clip) 24.3 4 IWVIW 113 Frank Zuloage.. RRC Roofing Product Control Examiner 6L00696906 GOUT 17003/0/E0 Table 3: Attachment Rasistance Expressed as a Moment - M, (ft -lbf) for Nall-On Systems 1 -10d Smoclh or Sacv Shank Nab Eave 19.0 19.0 22.1 2-lOd$moothor$crew Shank Ne Meld 35.5 35.5 34.8 2 lad $moe#hi Qr Screw Shank Naffs 31.9 31.9 32.2 2.104 Ring Shank NaNe� 43.0 67.5 50.9 1 ki ton wfh a 4" ttfe ergo lasternsrs W. iDLSd a min. QI 2W fr�fln hid of Ule. ENTEGRA ROOF TILE CORPORATION ACCEPTANCE No. : 01- 0703.04 I IMO PROFILE DRAWINGS 90 39Vd EN'TKGRA ESTATE 'S' CONCRETE Roof? TILE 6 IW4�IW LZl3 Frank Zutnaga, RRC Roofing Product Contrni Examiner 6L00£9850E 60:LI 1700Z/9Z/60— ' • ENTEGRA ROOF TILE CORPORATION ACCEPTANCE No. : 01- 0703.04 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shalt be considered alter a renewal application has bccn (Hod and der original submitted documents, including test-supporting data, a nghiccdng documents, are ao older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturces name, city, state, and the following statement: "Miami -Dade County Product Control Approval". ar as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product ( identical) as the one originally approved c. if tha Acceptance holder has not complied with all the requirements of this acceptance. including the correct inatallation 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 shall 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 office. • 5. Any of the fallowing shall also be grounds for removal of this Acceptance: s. 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 Miami -Dade County, Florida, end followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 2 through 7. END OF THIS ACCEPTANCE Frank Zutoaga, [(RC Roofing product Control Examiner 7 L0 39Vd IWVIW Th3 6L00E9890E fib :LT 1700Z/5Z/E0 1;/ 2 / /'Fill4 •1'1:4'2 �b5totitiO5b " '1 '04/2140 MON 11 :44 PAX 454 378 3.042 WAN' Cs T L1 LMUYLU POLYP0A3l FRI/DUCTS, INC . c Polyfoam Products, Inc. 2400 Spring- Stucbuer Road Spring ,TX 77383 -1132 X1002 MIAMI -DADE COUNTY. FLORr.QA METRO -DADE FLAGLER BUILDING BW ,ouNic Coot COMALIo,NCE (armeE Memo -OADC FLAGLER DUIL.DINO 40 WEST I Gt•SR STMT. SUITE. 1601 MIA.P4 FLOCIIIM 33I30-IS67 N E t3051335.2901 FAX (305)3754A% CONTtucrtr t.rC&NSINc sttcno? • (30$) 37S.3$27 FAX 005) 375•:S$6 C*N'1'ttAcrnKzwOItCCM aft e vtsICN • :205) 375 66 FAX Q U) 375494s PRODUCT COI4 flLAL otrisiOIY (303)37S-20131 FAX. Den 372.433 Yaur,applleationforNotice o €Aecaptanee (WOA) at TWO Component Polyurethane Foam Adhesive under Chapter 8 ot'the Coda of Miami -Deck County governing the use of Alternate Materials and Types of 'Construction, and completely described herein, has been recommended for acceptance by the Miami -Dud: County Building Code Complionee Office (IlCCO), under :the conditions specified heroin. This BOA shall not be valid after the expiration date stated bctow. BCCO reserves the right to secure this product or materiel at any time from a. jobsite or paentte4crurer's plant for qua ity control testing. If'this product or material 'Fails to perform in the approved manner. BCCO may revolve, modify,•or suspend the use of such product or material lrnmediatoly. OCCO resecees the right to revolve this approval, if it is determined by BCCO that this product or material fails. to meet the requirements of the South Florida Building Code. The ecpense of such testing will be incurred by the manufacturer. i = ACCEPTANCE NO.: 014521.02, EXP **ESs twton.00 r • THIS C SH ' 4 1On r, 1QtY. AGF CONDITIONS . • This application for 'Product Approval has been reviewed by the BCCO surd approved by the Building Code and Product Review Committee to be used in l stiami -Dade County, Florida under the conditions set forth above. IC • Raul Rodriguez Chief Product Control Division • CIP A F.N'F • ,. APPROVED:. odJI • 430.1300011 tooan aeed ca mapeuwee caw wtearic t d 9 ttt£�Z l tS 'ON /0£: It '1S /O£: t t £OOZ ZZ 9 (3(lli 7 Franc "moo ,T. Quintals. R.A. • Director Miami -Bade County Building Cede. Conrpliane:a O1Tir.ts O�� Flo/ 1 // 4b:i 12:41. •:ii7btipnori 44/21/03 YON 11:54 PATE 954 578 1.042 hntvfnwrn Produc UICI_HIYUU P9r2r110AX PRODUCTS.INC. i ACCEPTANCE No. Q140$21_02 ROOFING ASSEMTflX APPROVAL Category :, Roo ling Bou-Cogarat RAor file Adhesive Approval Date: -tune 14.2001 Expiration pint= Mev 111.2006 .k Mat js= Polyurethane 1. SCOPE p01 fuaM Procl>sats, Inc. as. This approves Polypree ,AII 160 as manufactur 41 by Y described InSesition 2 of this Notice of Accepta►ice. Far the locationsiwher'c the design the pressure requ"srentents, as determined by applicable building coda, daps not exceed ion design pressure values obtained by calculations la compliance with roof Roofing Application system lcat onng Standard 12AS 127, four use with approved fiat. low; and g P • Polypro® AH 160. Where the attachment caleviations are done as a moment based system for single patty platcement, and as an uplift; bused system for double patty systems 2. PRODUCT DESCRIPTION Msenufactnred by DinionAM Pulyprodo A14160 N/A Foampro RTF 1 000 N/A Profack ®30 & 100 N/A Ton Snscigioslans PA 101 Product abgrigagli Two component paiyurethala 01.s. penshi1t Equipmens 1 ' Dispensing Equipment 2.1 Components or products manufactured by etlxwrs: Any Miami-Dade Couniy Product Control Accop►od P.oacTile A mbI paving u current NOA .lrluc p h list u lift resistance values with the use of Polypro Aft C60 roof tilCadhesivo. 2.2 Typical Physical Properties: Emma Isfil Density ASTM D 1622 Compressive ASTM 0 1621 Strength Tensile Strength Water Absorption Moisture vapor Transmission Dimensional Stability ASTM 1] 1623 ASTM 0 :127 ASTM E 96 • , ASTM D 2126 1.R 1.6 lbsltt' • 18 PSI PParallot to rise . 12 PSI:Perpendicular to rise 28.PS1- Parallel to rise . • 0.08 LbsJFt2 3.1 Pcrin / inch +0.07% Volumo Cluing" ( -400 F..2 weeks +•6.0' /a Volume Chan Humidity. 2 -weeks Z 13 9L t£ 1!9 •oN /O WIS/18; ttHOZ ?z q (M1) Q003 Frank Zutd*a, Examiner Product Control WO'd 4 eib /•Lf/Ydns 1L :4L J0=007730 Ur.I_ra ILW POLYFOAId PRODUCTS . MC. 04/21/03 YON fl: U ilia 854 648 1042 `• .4.. f uhregli zt f Lydui , tpc • ACCEPTANCE No.: 41.0521.82 • • Note; The physical properties Listed above are presetited es typical average values as determined by . accepted ASTM test methods and itrc subject to nornutl manufacturing variation. LIMITATIONS ' ' 3. 3.1• Fire classification is not part of t acceptance. Refer to the Prepared Roof Tile Assembly for tiro rating, 1 3.2 Polypro® A11160 shall solely be used with flat, low, & high the profiles. 3.3 Minimum undcrlayutents strap be in compliance with the Roofing Application Standard RAS 120. . 3.4 RootTile manufactures acquiring acceptance for the use efPolypratiO AI31 do roof the adhesive with their the assembiies shall test in accordance with PA 10 t. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the Use ofnolypro® AHI60 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. 2 ' (I) -w �. his ' • ii11004 4. INSTALLATION . • 4.1 Polypro® A.H160'may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Potypra® At -1160. 4.2 Polypro® AH160 shall be applied in 'compliance with the Component Application section and the corresponding Placement betails noted herein, . The roof the assembly's adhesive•attachment with the use of Polypro® A1(160 shall provide • sufficient attachment resistance, expressed as an uplift bused system, to moot or exceed liar.t pL ft rrsistance determined In cpmplla'tee with Miami -bsde County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA • 4.3 Polyproe A11160 roof tile adhesive and hi components shall be installed in adaecdanoa with 1.00f nb rtippUc ation Oct:mUui d Itttie 1201 and iolyebarn Troducts, inc. Polypro® 411160 Operating Instruction and Maintenance Boo11et. 4.4 Installation must be by a Factory Trained 'Qualified Applicatoe.approvod and licensed by Palytoam Products, Inc. Polyfoam Products Inc, shall supply a list of approved applicators to the authority havtng}urisdiciion. 4.5 Calibration of the Faarpro dispensing equipment is required idiom application of any adhesive. The mix ratio between the "A° component and tine "n" component shall be maintained between 1.0-1.15 (A) :1.0 (,B). The dispense timer shall be set to deliver 0.0175 to 0..15 pounds per the as deiern incd at calibration, 'No other settings *hail be approved. • 4.6 Poiypro®Ai4160 shall be applied with Faajmpro R.T111000 or ProPacke 30 & 100 1 dispensing equipment only. , 4.7 Potypro® AId160 shall not he exposed, permanently to sunk .3 8 d 9lL t£1aZ 1 t9 '4N /0£: t t '1S/ l£: l l £OOZ LZ 5 (3(11) • Prank Zuloaga. R1.0 Product Control EX:Millet Itind Y l Y t 11bb� 11:41 i bdt:1 0a UKLHNVU 64/21/03 WON 11:U FA1•954`578 1.042 POLYFOAis PRODUCTS,INC. Aalwraslnl P'roducxs, roe. ralu . r,:Ji r,n 003 ACCEPTANCE No. ; a t.- o521.O2 4 -It Tilos must he s.dhersd in freshly sitpiied i ditdsive. Tile must blest Within 2 to •3 minutes after Polypro® AHIGO has bccaidispensod. 4.9 Pofyprv0 AH t 60 placement and minimum patty weight shalt bo in accordance with the'Placament Details' herein, Each generic tile profile requires the specific placement noted herein, - Table it Adhesive Placement For Each Generic Tits - ronic TilePrafile . • Plikcente it Detail Siimie Pntkly Weight : Mitt. (grams) ,.'Two Paddy We gtit pct' paddy Min. : rams pat, Low, High Profiles. 35 NIA ,r High Profile (2 Piece Berm]) $1 i 17 /side on cap and 34 /pan , NIA Plat= Low, Hi It Profiles #2 % 24 N/A Flat. Low. High Pranks #3 S 5. LABELING . All Polypro® MLl60 containers shill comply with the Standard Cpndiiions listed herein. 6. BUILDING PERMIT REQUIREMENTS ' 6.1 As required by the Building Official or applicable Buildrsl Cade in order to properly evaluate the installation of this system. Prank Ztilao,ga. RRC Product. Control L•.ca i dow 4 t d 9LLl£tZLLS•QN /OS:LL'J.S /Z£:11 SOQZ L3 5 (311.1) T..Y•. r l t iy.{.V V J. .. `T . ,.UJ W U )..JtJ ti4l23./ NUN L1 1.66 FAX $64 376 .1.042 Polvfoarn Productz Tuc.. URLH�YLU 1 -74lat YJb/ r7b r unro I►DS 1rr ofVCxa 1, INC. rial 000 r , • ACCCETAN'CE NC). ; 01 -05 1.02 • ADHESIVE PLACEMF..MC DETAIL 1 SINGLE PATTY 1111 On* OA w...y..ta Vol awn split two. 100 W41.11. *15 caw Ma , Eau esuommig bushica 10samsor 111.. 141144mcolii awn. 1.1 II"o'a ' .ea IYiA>r�it� i+a. Eon tom Mu hula Bahl,* 4 -w fMlgPl�•�!'.r� .r rr�rw�• • • • d 9lZtSt1115'011/0E:1 l'1S /ZE :lL EOOZ LZ s (NW 5 • • • Frank Zuloaga, RRC Pr 4ucc Control Examiner 16/ L // 2t J. 1L: 42 .11000011=30 04/21/01 3100 11:66 PAX 954 678 1.042 Potvroam P_ro ucS,s !1 UICLHIYLU POLYFO* PRODUCTS. INC. • • • ACCEPTANCE No. ; ,0t- 052t.O2 a r. : • ADHESIVE PLACEMENT DETAIL 2 SINdLE PATTY 1007 6 9 d 9IZtstiztGS •oN /0E: tt'1S /Z9: GL SON /3 S t3f11) } • 4 frank Zulnaga. RRC Produci.Cantrot Examiner `n.+.4.1. LUU..0 14. 44 JUJ0007:J:JU 44/21/04 KON° 11 i 60 .FAR, 954 878 .,O42 Poly/Oom Y'r._oducts,Toc_ UKLANUU • YOU/FOAM PRODUCTS.INC- HA(at: btf/ :1 ACCePTANCE No, 2 0 3.-052 t.02 •1 ADHESIVE PL,AdEI TENT DETAIL 3 DOUBLk PATTY lit 008 thIl thfough pltaue eemmnt Nail throogti plaid: Awned' Unded,ymnnt 1 i 441.; Wet n Irriatem Shale paddy : on top or AID CoWSi Stngit paddy undtr d!. Stogie 'Liddy bttwena !4e 2kx7in.ipeatit am#Wdymin ardy telin.t 2 to Singie paddy QAunQtK7ymeat POP travy °Iv top outs IStatC�wte •1 1 7 L d 91L L£M l5 'ON /0£: l l '1£ /£S: II SON !Z 9 (3(11} Frank Za1ooenb RItC ProduCL ConLro! Essmint r • WOHA rr;.,a<ct! [ tpJ 14: 44 4n0bUtl attl UkL.ANOU PAGE 09/ 09 • 64 /21 /03 YON 11:66 P 54 575. 1041 rOlYronm ProttuCts, Inc. POLYFOA3M PRODUCTS, INC. • • ACCEPTANCE No.: 01-05; LOA 1. Renewal of this Acceptant (approval) shalt be considered aftur t renewal appltction has been filed • and the original 5vbmltted doeumcnus, incltld'ung tcst.supportiug data, atn inu' rhig doourngt t3. arc no older than eight (>s) years. • • • - 2. Any and all approved products shall be permanently labeled with tlx: psauufactuter's name, city, state, and the following statement: "Miatul ..Dade Coanty Product Control Approval'', or as specifically stated in tlx: specific conditions of this Aeemtanee. 3, Renewals of Ace ptancc will not be considered Then has limn a change: in the South.rlorida Building Code tnffueting dub evaluation of this product and the product is not in compliance with the coda changes. b. The product Ls no lonngcr the same product (identical) as the one originally approved. c, if the Acceptance holder has not complied with all rho rquiremcnts of this aco+.tpcaaee, including the correct installation of tho produce. d. The engineer wha originally prcpar4, signed and sftled the squired documentation initially submitted, is no longer practicing the cnginearing profession. • 4. Any revision or change In the materials, use and(or manufacture of tlx: product or process shalt automatically bo cause .for termination of this Acceptance, uniks prior written approval has been requested (through the Ming of a revision' application with appropriate, fee) : kul granrcd by this office. • S. Any of the following ah ail also bc grounds for removal of this A- ocusptancet+ o. Unsatisatetery porfornta,tcc of this product or pcocz s. b. Misuse of this Acceptance us an crt4orscma:itt of any Product, co sates, advertising or any other purposes, 6. The Notice of Aeoeptattce'nurhr:r prr:cc:ded by din words Miami -bench County, Florida, artd followed by tltc ccpirstion date may be displayed in advertising literature. If any portion of the Malec of Acceptance is display ad, than it shall bet dons; iq its txlurc;ty, 7. • A copy of this Acceptance as welt as a pprovcclsdror inys and other documents, where it applies, shall bc provided to the user by the nttantnccturer or its distributors and shall be available for inspection= the job site at all dine. The engineer need not vcscal the copies. • L Failure to comply with any see [ion ethic c Acceptance shall be cause for termination and removal of. Acceptance, 9. This Node's of Aoaaptssnao consists of pages 1 through 8, END OF THIS ACCEPTANCE • , d 9IL l£6Z 1 l9 'ON/O£: l l '1S /SS: l l £OOZ 1Z 9 OM• fati 009 Prank Wonga. ROC Product Control Ecnminer W08