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Home My WebLink AboutSUBMITTED PAPERSNIASTER PERMIT: I. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: 11 SECT I 0Z I TWP tZri RNr PERMIT N , )BER: Z3 i5 5P d ea -7- ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 2700IAAVENUE / FORT PIERCE. Fl. 74982-5852 581-082.1557 APPLICATION FOR ROOF PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TOTAL ROOF AREA (Square Feet): �b _ 5, 6. TYPE OF ROOF (check one) FIBERGLASS SHINGLE j BARREL TILE/CERAMIC [ ] OTHER (SPECIFY): 7. OWNERS INFORMATION Name: 60 dReLJ ,t-4 AT - /-tI 4don JnIQ . Address: zzq OleAndele lique�.ae. City: FT. -P1 e Rce Stale:. F L Phone: '7 Zip: 3 4f ;/ 9. VALUE OF CONSTRUCTION: $ Z /& OWNER'S AFFIDAVIT. LU rE:'7/9.03 ]NIT .I ROOF PITCH: WOOD SHAKE/SHINGLEI [ ] TAR & GRAVEL [ ] 8. CONTRACTORS INFORMA FL REG/CERT#: D 13 Q COUNTY CERT #: \\ 901 Business Name: (1/a I certify that all of the Information contained in this application is correct and that all all applicable laws regulating construction and zoning. �J brad r5. l��cz.ry -J 0O IN�FF T QUALIFIERS/OWN S NAME SI STATE OF FLORIDA, COUNTY Of-1-1 5� G � SWORN TO AND SUBSCRIBED BEFORE ME THIS,f DAY O �Il T ME OR WHO HAS PRODUCED 1 y^, AS IISDEE IGNATUR FIN PRODUCED `TYPE OR pRI�NT N�p,ME OF O BL , TITLE COMMI: NOTICE TO OWNER: T-CI FEES DIME: �$ YOUR FAILURE TO RECORDA NOTICEOFCOMMENCEMENT MAY RESULT IN YOUR PAYING TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SELT 29117 T99 D-iS lluiuoz 2luTpTTng be done in compliance with Je es:1*tsti, 2006 Bonded Thor :ic Bonding Co., Inc. DR IMPROVEMENTS OR AN ATTORNEY ezZ=DT ZO {+T 4o0 TAMKO ROOFING PRODUCTS, INC. ROOFING ASSEMBLY APPROVAL Category: Roofing ^ Sub -Category: Built-up Roofing Deck Tvpc: Maximum Design Pressure Fire Classification: Wood -60 pst' See General Limitation #I Acceptance No:01-0508.01 Approval Date: August 23, 2001 Bxpiration Date: August 23, 2006 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Tes t Product Dimensions Snecification Awaplan 170 FR Roll weight: 98 lbs.; ASTM D 6164 33' 1 1" x 39 '/s" Type I Awaplan 170T^� Roll weight: 98 lbs.; ASTM D 6164 33' 1 1" x 39 '/8" Type I Awaplan Heat Roll weight: 96 lbs.; ASTM D 6164 WeldingT^" 25' 5" x 39 3/8" Type II Awaplan Premium Roll weight: 101 ASTM D 6164 FRT"' - lbs.; 33' I I" x 39 Type II e Awaplan PremiumT"' 11011 weight: 101 ASTM D 6164 lbs.; 33' 1 1" x 39'/R" Type II Awafiex Roll weight: 76 lbs; ASTM D 5147 33' x 39-3/8" Awaficx FR Roll weight: 76 lbs; ASTM D 5147 33' x 39-3/8" SCANNED BY St. Lucie County Product Description A 180 g/m2 polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/nn' polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g/m2 polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m2 polyester reinforced nodificd bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g/nn' polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SBS modified cap sheet constructed with a 155gm/m' non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modificd asphalt and surfaced with ceramic granules for UV protection. SBS FR modified cap slice( constructed with a 155gnn/m' non- woven polyester rant saturated with nsplialt, coaled on both sides with SBS rubber modificd asphalt, FR treated, and surfaced with ceramic granules for UV protection. . i Page 2 Frank Zuloaga, RRC TAMKO ROOFING PRODUCTS, INC. Acceptance No:01-0508.01 Test- Product Product Dimensions Specification Description Awaplan Versa- Roll weight: 100 ASTM D 6164 A 180 g/m= polyester reinl'orced SBS Smooth lbs. 33' 1 1" x 39-/R" Type 1 modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified Awaplan Versa -Flex Roll weight: 76 lbs; ASTM D 6164 systems. A 190.9/1,1= nonwoven polyester 33' 1 1" x 39-3/8" 'Type II reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a Base-N-Plym Roll weight: 72 lbs.; ASTM D 4601 base ply in 2 ply modified systems. Type 11 asphalt impregnated and coated 108' x 36" glass fiber base sheet for use in conventional and modified bitumen built- up roofing. Glass-BaseT^" Roll weight: 72 lbs.; ASTM D 4601 Type 11 asphalt impregnated and coated 97.5' x 39-3/8" glass fiber base sheet for use in conventional and modified bitumen built- up roofing. Tam -Cap"' Roll weight: 83 lbs.; ASTM D 3909 Asphalt impregnated and coated felt 32' 1 1" x 39-3/8" surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Tam -Glass PremiuMW Roll weight 53 lbs.; ASTM D 2178 Type VI asphalt impregnated glass felt for 16P 9" x 39-3/8" Type VI use in conventional and modified bitumen Tam -Ply IUT^� Roll weight: 44 lbs.; ASTM D 2173 built-up roofing. Type IV asphalt impregnated glass felt for 16P 9" x 39-3/8" Type IV use in conventional and modified bitumen Typc 47 Base Shccl Roll weight: 85 lbs.; ASTM D 2626 built-up roofing. An organic fell reinforced asphalt base 72' x 36" sheet. Applied in hot asphalt or mechanically fastened. Vapor-CltanTM Roll weight: 86 lbs.; ASTM D 4897 Heavy duty fiber glass base shoot 32' 1 1" x 39-3/8" Typc 11 impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in Versa -Base FRT^' Roll weight: 60 lbs.; ASTM D 5147 hot asphaltic coating. Asphalt impregnated and coated glass 48' 2" x 39-3/8" fiber base shoot for use in conventional and modified bitumen built-up roofing. Versa-BaseT^' Roll weight: 94 lbs.; ASTM D 6163 Asphalt impregnated and coated glass 48' 2" x 39-3/8"" Type I fiber base shoot for use in conventional and modified bitumen built-up roofing. Versa -Cap FRT^i Roll weight: 87 lbs.; ASTM D 5147 A fiberglass reinforced, mineral surfaced, 33' x 39-3/8" SBS modified bitumen top membrane. Tam -Pro Fibcred 5 gallon ASTM D 1227, Protective coating. Emulsion type II Tam -Pro Printer 5 gallon ASTM D 41 Aspha or Page 3 Prank Zuloaga, RRC TAMKO ROOFING PRODUCTS, INC. Deck Type 1: Wood, Non -insulated Deck Description: 1962" or greater plywood W wood plank decks System Type G: Base Sheet mechanically attached. All General and System Limitations apply. Acceptance No:01-0508.01 Base Sheet: One ply ofTaniko Glass -Base, Vapor -Chan or Base-N-Ply fastened to the (leek as described below: Fastening: (Ourni.#/}=Atlac b se sheet using I I ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 9" o.c. ilia 4" lap and 9" O.C. in two staggered rows in the center of the sheet. (Meets —51.5 psf, See Genera! Limitation #7.) (Option #2) Attach base sheet using CF Dekfast or # 14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Meets —60.0 psf, See Genera/ Limitation #7) Ply Sheet: Two or more plies of Tam -Glass Premium® or Tam Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the BVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the CVT range and at a rate of 20-40 lbs./sq.. (Sec Taniko application instructions for approved nicthod of installation). Surfacing: (Required if no cap sheet is used) Install one of the following: I. 1-1Y2 gallons fibered aluminum coaling persquare (Tropical Asphalt Products AlinnaBrilc 120, Tani -Pro FR Aluminum Roof Coating),.3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20-25 lbs./sq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbs./sq.; plus gravel or slag with an application rate of 400 or 300 lbs./sq. respectively. Maximum Design Pressure: See Base Sheet ravening Options above Page 17 Frank Zuloaga, TAMKO ROOFING PRODUCTS, INC. Acceptance No:01-0508.01 WOOD DECK SYSTEM LIMITATIONS:- 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically lastcned base or anchor sheet. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf, as tested in compliance with Testing Application Standard TAS 105. 1 f the laslcner value, as field-tested, are below 275 IV. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the nmxinuun design value listed 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 by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation 49 will not be applicable.) S. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhancedFastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation f17 will not be applicable.) Page 18 Frank Zuloaga, RRC TAMKO ROOFING PRODUCTS, INC. Acceptance No:01-0503.01 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered•aller a renewal application has been filed and the original submitted documentation, including lest supporting data, engineering documents, are no older than eight (3) years. Any and all approved products shall be permanently labeled will, the manuliiclurer's name, city, state, and the following statement: "Miami -Dade County product Control Approved", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the sane 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 scaled the required documentation initially submitted, is no longer practicing the engineering profession. 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 fec) and granted by this office. 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 orally product, for sales, advertising orally other purposes. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the c.,piration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirely. 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 tltc job site at all times. l'hc copies need not be resealed by the engineer. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Acceptance contains pages I through 19. END OF THIS ACCEPTANCE SCANNED BY St. Lucie County Page 19 X; :;? Frank Zuloaga, RRC RECE'iVED SEP 0 4 2001 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE T:uuko Roofing Products, Inc. 220 West Fourth Street ,Ioplin ,MO 64804 BUILDING CODE COp1PL1ANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAG1.rR s-mm:-r. surm 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2903 CON I•RACroR I.ICI•:N51NC SE.C190N (305) 375.2527" FAX (305) 375.2558 CONPR ACYOIL tiNFoltc1•:n12N•r DIVISION (305) 375.2966 FAX (305) 375.2908 PRODIICr CONTR01. DIVISION Your application for Notice of Acceptance (NOA) of: (305) 375.2902 FAX (305) 372.63311 Tamko BUR Roof System over Wood Dcck 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. --fhe expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0508.01 EXPIRES: 08/23/2006 Raul Rodriguez Chicf Product Control Division THIS IS THE COVERSHEET ,SEE, ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. SCANNED BY St. Lucie County APPROVED: 08/23/2001 X-VIcd4" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s04500011pc200011eemplateslnodce accepunce cover page.dot TO BE COMPLETED WHEN CONSTRUCTION VA..,. r EXCEEDS $2500.00 , NOTICE OF COMMENCEMENT PERMIT COUNTY OF J/- zu(z6 THE UNDERSIGNED HEREBY GIVES NOTICE THAT IMPROVEMENT 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. LEGAL DESCRIPTION OF PROPERTY (INCLUDE STREET ADDRESS IF AVAILABLE): GENERAL DESCRIPTION OF �IM)PROVjEMENT� t�E"RQOF v LO% y OWNER: 0Re&C/, IMI'� i CI C1on �K. /� ,/n ADDRESS: �� (J(�%a n(Je Q. Aue0Ue `T• � ekce FL 34wl PHONE #: _ 4a 4 - 749a. FAX #: CONTRACT ADDRESS: PHONE #: SURETY COMPANY (IF ANY) ADDRESS: PHONE #: BOND AMOUNT: LENDER: ADDRESS: PHONE #: FAX#: "/ /of - nOZ)-Y:DD FLORIDA pOU, ST. LUCIE C J� THIS TRUE% ER ECT COPY OFTME ORIGINAL. -ys JO&E FIOLMAN,^ n1 Zlf U PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13(1)(A)7., FLORIDA STATUES: NAME: ADDRESS: PHONE #: FAX #: IN ADDITION TO HIMSELF, OWNER DESIGNATES OF TO RECEIVE A COPY OF THE LIENOR'S NOTICE AS PROVIDED IN SECTION 713.13(1)(B), FLORIDA STATUTES. PHONE #: FAX #: EXPIRATION DATE OF NOTICE OF COMMENCEMENT: THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED ABOVE. SCANNED BY _ St. Lucie County SIGNATURE OF OWNER BYO-IjrNI��fI�d CRC jBED F�` ME T�-1 DAY OF PERSONALLY KNOWN PRODUCEDID TYPE OF ID Jennifer Keating Commission9DD164033 SEAL: y..o� Expires: Nov 11, 2006 Bonded Thm Atlantic Bonding Co., Inc. ?7 -M �4 ro C n �x O N "'S Z m m CL ^ 2 Q C o m r- U� 3 W f: O IJ C7 L-0 -Z r w m Ln z h+ J c w .� 0 oC n m;0� CD = C m C �n H m n C:)� m M L-jCO D H z Property Appraiser - St.Lucie Coil' `% FL Page 1 of 1 Andrew C Rigdon Sr Property Identification Site Address: Sec/Town/Range: Map ID: Zoning: Ownership and Mailing Owner: Address: PROPERTY RECORD CARD Record: 1 of 4 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Map yCIE 33090LEANDER AV ParcellD: 2428-502-0011-000-1 c �0tonj �28:35S:40E Account k: 3221924/28S Land Use: WRHSNG DIST IL - CO City/Cnty: ST. LUCIE COUNTY �� Legal Description Andrew C Rigdon Sr Denise L Rigdon INDUSTRIAL S/D BEG AT PT 20.2 FTS OF NW COR LOT RUN ELY 7205 S Indian River Drive 498.69FT TO PT ON E LI LOT 9 12.05 FT S OF Fort Pierce FL 34982 More.... Sales Information Date Price Code Deed 5/31/1995 145400 00 WD Assessment Book/Page 2003 Val: 171000 0958/2604 Assessed: 171000 Ag.Credit 0 Exempt: 0 Taxable: 171000 f7ifRT01l. Eel N 00):11TIT111 itx] Total Land and Building Total Land: 0.86 Acres Buildings: 4 Finished Area: 10776 SgFt Exterior Features View: - RoofCover: TG- Tar&Gravel RoofStmct: GA - Gable ExtType: IDL -INDUS-LOW YearBlt: 1962 Frame: - Grade: D - D EffYrBit: 1962 PrimeWall: BP - Conc Block StoryHght: 0010 - 1 Story No.Units: SecWall: - Interior Features BedRooms: 0 Electric: MX- MAXIMUM PrmintWall: PT - PT FullBath: HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/2Bath: HeatFuel: ELEC- Electric Prm.Flors: CG-CONCGRD , %A/C: 22 %Heated: 22 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Oual. Cond. YrBit. No. Land Use Type Measure FEN6 - CHAINLINK 6' Y 1 170 AV AV 1977 1 4800-WRHSNG DIST 315 -Sq Feet 37465 ASP1 - ASP1 HIGH Y 1 10620 AV AV 1977 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED SCANNED St. Lucie County Depth http://www.paslc.org/PRC.asp?prcIid=242850200110061 9/18/2003