Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUBMITTED PAPERS
F.. 'A jEr J �1 OFFICE USE ONLY: t DATE FILED: / ' PLAN REVIEW FEE: _�0 RECEIPT NO.: �cff PERMIT NUMBER: /��� • �o4Y CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED JL1E C G N P. St. Lucie County Building and Zoning ScANAcQ 2300 Virginia Avenue ld` �OR1�p Ft. Pierce, FL.34982-5652 St. By 772-462-1553CUCIO count Y APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 4 01 kk—m t-ES 6 L-v -0 &&4Gu 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): ArFte---5 Ls L.A,v s), r' "`—ems Q 60 ^J0 01 56-Gri4,J --= -P"e-EI, 401 N 5. PLAT BOOK 0 6. PAGE NO. 2y'S 1 7. BLOCK NO. 8. LOT NO. 4 01 9. PARCEL SIZE ( CRE /SQ FT.): ; o < LOT DIMENSIONS: '3 % X ar- a 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: ` LEFT SIDE_ 12. TY E OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL -OTTER (SPECIFY) f i _ 13. DESCRIPTION OF PROPOSED USE: Z3i —e 14. SQ. FT OF CONSTRUCTION: � 15. SF. FT 1 st FLOOR: J 16. VALUE OF CONSTRUCTION: $ 's a e ' 0 0 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: Ku -jRt.D J ItL fLA ADDRESS: CITY: 5 STATE: n H ZIP: L1 `t H O3 PHONE (DAYTIME): (33a1 -1,4 oSS Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: 090N;T.Y.Ya CITY PHONE (DAYTIME): () CONTRACTOR INFORMATION ST. of FL REG.CERT #: G rL C 5-12- G 8 STATE: ZIP: ST. LUCIE COUNTY CERT #: 16 6. "Z 3 BUSINESS NAME: c5 /-/ 0M-(51 eA-Z A V . 'Ef, /11 _it. 12-C-04A-1 N L_ QUALIFIERS NAME: A, l C- Atylz- 2-on/ ADDRESS: i 2-17 c �v _�. r3 vs..�� s s fOA-rZ.<< P L-, CITY: (%j5Cal STATE: F--C.,, ZIP: 3 v -t S PHONE (DAYTIME): (7� 3 `3 FAX NO. 3 3 Y - L(3 9 r Email: ARCHIT/ENGINEER: _ r*-u 1✓ C.y C`Zc-(4 / N G, ADDRESS: l �l.g �( 6 - Y L'r-m Urz,C— s - U ? CITY: (70yC..l L' V CG 6 oe STATE: /!G L . ZIP: PHONE (DAYTIME): ( 2 % KS `j 53 9 8' BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. APR, 19 2010 Nettles Island Inc., a condominium, 14 ^ ,� _b_le..__ i e ,�,4 CC R, 9801 South Ocean Drive, Jensen Beach, FL 34957 (772) 229-2930 FAX (772) 229-9901 April 14, 2010 Dear Kirila Realty, Ronald J. Kirila, Owner 401 Nettles Blvd., Jensen Beach, Florida 34957 This letter is to serve as official notice that your property is in violation of Article 16.13. (c) of the Amended and Restated Declaration of Condominium of Nettles Island, Inc. also Article 10.0 Rules and Regulations 10.1 & 10.2. The structure in the five (5) foot utility setback is not.permitted. This letter is also serves as official notice that you have ten days to remove this structure to avoid fines that will be imposed in accordance with our By -Laws, Article 6.15. A fine of $100.00 per day for a maximum of 10 days will apply for each day the structure is in violation. Mauri e L pine, C.A.M. Condominium Manager CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OR CONTRACTOR SIGNATURE STATE OF ffi OHIO COUNTY OF TRUMBULL The foregoing instrument was acknowledged before me this 21st. day of APRIL 20 10 by RONALD KIRILA who is personally known or has produced DRIVERS LICENSE as identification. qq�� x Aa�� Si&4ture of Notaiq CONTRACTOR SIGNATURE STATE OF FLORIDA _ COUNTY OF S` L U e— G The foregoing instrument was acknowledged before me this % / day of 015 G , , 20 10 , by (L t C. 4 *CZ-9 F. r4, v N R-" who is personally kno or has produced as identification. Signature of Notary Commission No. 2007—RE=2039.5.. (Seal) Commission. �g OFFLO ) _ •-� ; JANALYN K. SALOOM ..,��'���-$rent R. Stith Notary PUNC - Rats of Ohio Commission #DD752255 _ = M Cortrrdss1011 Expires0 / 3 moires: NIAR.11, 2012 NOTE: TWO (2) SIGNATURE � , ,{RE�UIRED. EACH UR7M aS�*PLYING FOR THIS BUILDIi\1G PR AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATIO E OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDEW' IDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: SECTION TOWNSHIP -57 RANGE �/ MAP NO. ZONING I R P LAND USE *Kk LOT CVG % / TAZ NO. FLOOD ZONE o FIRM MAP #' I 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER 0 SEWER /1. A SPRTNKi.FRS STORMWATPR Department o EnvironmentalI Protection Port St. Lucie Branch Office 1801 SE Aillmoor Drive Suite Jeb Bush C-204Port St. Lucie, FL 34952. Goyernor__AR Q $- - (772)398=2806�Faa(772)398-2815 APR 12 005 Office of Kirila contaft- C_oileen M,_Castille Secretary _...._.-Ronald.J_ Kula P O Box 179 Brookfield, OH 44403 Re: File No: 56-0246113-001 - -- Dear -Mr. Kirila: On March 11, 2005, we received your application for an exemption to. perform the following activities: Construct a dock with. an 11' by 30' overwater deck and 4' wide by 63.' long accessway, ending in a .terminal piatf'with _an associated boatlift:in_the.location-and.configuration shown in the -attached -drawing the Jensen Beach to Jupiter Inset Aquatic Preserve (Q F.W,),.Class,II Waters of -the State, at 4ol Nettles Boulevard (Section 2, Township 37 South, Range 41 East), Jensen Beach, St. Lucie County. A site inspection conducted by Deppartment personnel on April 1, 2005 indicates that the proposed project has ah=dy been partially completed. The Department does not issue permits or letters of exemption after a project has already been completed. Upon this ,review, we have determined that your project meets all exemption criteria under Rule 40B-4.051(3)(d), F.A.C., therefore no permit is required. Additionally, your project occurs on state-owned, sovereign, submerged land and requires authorization from the Board of Trustees of the Internal Improvement Trust Fund, to use public property... As staff to the Board of Trustees, we find your project qualifies for a consent to use sovereign, submerged - - - - - --- -lands:-As-such; consider -this ietter-to also constitute authorization: from tliesoaiiiof Trustees .of the Internal Improvement Trust Fund, pursuant to Chapter 253.77, Florida Statutes for your dock. Federal authorization for the proposed project is reviewed by DEP pursuant to an agreement between the Department and the U.S.- Army Corps of Engineers (the Corps). The agreement is outlined in a document titled . Coordbtation Agreement Between the U.S. Army Corps of Engineers and the Florida,Department of Environmental Protection State Programmatic General Permit, Section-10 of the Rivers and Harbor Act of 1899 and Section 404 of the Clean Water Act. Your project has been reviewed for compliance with a State Programmatic General Permit (SPGP). Your proposed activity as outlined on the attached drawings is in compliance with the SPGP program. U.S. army Corps of Engineers (Corps) General conditions apply to your project, .as attached. No further permitting for this activity is required by the Corps. This letter does not relieve you from the responsibility ofobtaining arty local or federal permits, which may be, K required for your project. If you have any questions, please. contact m.Colstad at (772) 398-2806 or at. kimberly.colstad@dep.state.tl.us. Either referring to your project, please use the FDEP file name and number listed above, Sincerely, ,r Danna L, Small Environmental Manager Submerged Lands & Environmental Resources Program DLS/kkc cc: Michael P. McSoley, Robert J. Gorman, P.A., 1209 Delaware Avenue, Fort Pierce, FL 34950 "More Protectiom teas Process" Printed on recydo paper. 7C . ........ .. z095 APR - 8 A ..... . .... ..... . . ........ ROM i'N 10-0 LOwtr—> VI Dgpt,of Eavir.m.-Protection . Cl- Port St. Lucie OF F ,3 c H 0+ 0 s T9T� OF F1.0 65.00, 18'SB EXISTING RESIDENCE LOT W Z 65.00' PLOT PLAN SCALE 1"=10FT. x f 5 � icy XIi g r STE E CIS • I RECEIVED r MAR L1 1 2005 Dept. of Environ. Protect Port St. Lucie XISTI 0 Ll - � •Pti 1 \\Va:\ �; G �2X6 1 O 3IF'IaG ' C 4G ,9 ¢ti4 t PE 14 PGS ' SEAT .I•IOIt B GAL V. SCREWS 2 M BIRO TRANSMISSION VERIFICATION REPORT TIME 03/02/2011 12:53 NAME SLC INSPECTIONS FAX 7724626443 TEL 7724622165 SER.# BROE5J278862 DATE,TIME 03/02 12:52 FAX NO./NAME 917723344335 DURATION 00:00:34 PAGE(S) 02 RESULT OK MODE STANDARD ECM Planning & Dev9lopmant $ervicgs Building & Coda Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (77Z) 462-1553 Fax: (772) 462-1578 03/0212011 16673 SHORELINE RV & MOBILE HOME REPAIR INC MURRAY RICHARD F 1290 NE BUSINESS PARK PL JENSEN BEACH, FL 34957 Permit Number; . 1012-0234 Review Comments for Contractor Page 1 As of today's date the owner listed on your application is being notified along with yourself that the referenced building permit has some issues listed In the comments below. Please address these issues as quickly questions regarding the that w comments able to below, please continue t© processur Cthis permit in a timely manner. If you have any q 9 P PERTY lNFO ATION 0 WLVERS lNFORMA7'ION BLVD KIRILA REALTY RONALD KIRILA .401 NETTLES PO BOX 179 JENSEN BEACH 34957 BROOKFIELD, OH .44403-0179 APa- ICAT1ON INFORMATION Petrn;t Number. 1012-0234 Application Type; Building Permit w10 subs Activity Type? Addition OtherACINW: Permit Type: Doek/Sea Well Stones I Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce; FL- 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 03/02/2011 16673 SHORELINE RV & MOBILE HOME REPAIR INC MURRAY RICHARD F 1290 NE BUSINESS PARK PL JENSEN BEACH, FL 34957 Permit Number: 1012-0234 Review Comments for Contractor Page 1 As of today's date the owner listed on your application is being notified along with yourself that the referenced building permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION OWNERS INFORMATION 401 NETTLES BLVD KIRILA REALTY RONALD KIRILA PO BOX 179 JENSEN BEACH 34957 BROOKFIELD, OH 44403-0179 APPLICATION INFORMATION Permit Number. 1012-0234 Activity Type: Addition Permit Type: Dock/Sea Wall REVIEWS. AND COMMENTS Review.Tvpe . Status Front Counter Review Complete Application Type: Building Permit w/o subs Other Activity: Stories 1 Reviewed By Date Started Date Complete Date Released Audrey Humphrey 12/27/2010 12/27/2010 Plans Examiner Review - Pending 03/01/2011 Dave Johnson 03/01/2011 1 Comment EXISTING DECK LAYOUT DIMENSIONS ARE INCORECT. THE RIGHT SIDE NOTES DECK OVER WATER AS 11' WITH AN ADDITONAL 5' DECK OVER LAND. THE LEFT SIDE NOTES THE OVERALL DIMENSION AS 11' FOR BOTH THE DECK OVER WATER & DECK OVER LAND. THIS NEEDS TO BE CORRECTED FOR ACCURACY. 03/01/20112 Comment THE SIDE ELEVATION SHOWS A DECK ATTACHED TO THE EXISTING STEM WALL & SLAB OF HOME EXTENDING OUT OVER THE WATER. THE F AREA BETWEEN THE HOME AND THE SEA WALL IS NOT PERMITTED TO HAVE A DECK. PLEASE SUBMIT NEW DRAWINGS WITH THE DECK STOPPING AT. THE SEAWALL. NO PORTION OF THE NEW DECK IS PERMITTED TO EXTEND OVER THE SEA WALL. Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 1/20113 Comment A SEPERATE PERMIT IS Review Comments for Contractor Page 2 FOR A LANDING & STAIRS AT THE SLIDING GLASS DOOR PRIORTO ISSUING THIS PERMIT. PLEASE NOTE THAT SETBACK REQUIREMENTS MUST BE MET PER THE LAND DEVLOPEMENT CODE 7.10.16. WHICH ALLOWS A 4' X 4' MAX LANDING WITH STAIRS NOT MORE THAN 10 % OF THE REQUIRED REAR YARD. 03/02/20114 Comment THE TEST REPORT ON PLANS FOR THE DECK & GAURDRAIL SYSTEM REFERS TO THE 2003 IBC. ANY TEST REPORTS FOR THE GAURDRAIL SYSTEM MUST REFER TO THE 2007 FBC. SUBMIT CORRECT TEST REPORT OR MANUFACTURERS INTALLATION INSTRUCTIONS APPROVED BY ENGINEER OF RECORD. Zoning -Review Complete Paula Bushby 01/19/2011 02/25/2011 0 TRANSMISSION VERIFICATION REPORT TIME 03/07/2011 10:46 NAME SLC INSPECTIONS FAX 7724626443 TEL 7724622165 SER.# BROE5J278862 DATE,TIME 03/07 10:46 FAX NO./NAME 917723344727 DURATION 00:00:24 PAGE(S) 01 RESULT OK MODE STANDARD ECM Planning 8, Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Plerce, FL 34982 Phone. (172) 462-1553 Fax: (772) 482-1570 PROPERTY INFO-RKATION Address: 401 NETTLES BLVD City 1 state 1 Zip: JENSEN BEACH Parcel # : 4602-501-0587-000/9 Zoning: HIRD PPLIC ON INFO ATION Permit Number: 1012-0234 Activity Type: Addition Permit Type: Dock/Sea Weil CONTR►4CTOR INFORMATION Contractor Name: MURRAY RICHARD F Review Comments FL 34957 Jurisdiction: St. Lucie County Uot * ; Block: Business Name: SHORELINE RV & MOBILE HOME REPAIRING Business Addr: 1290 NE BUSINESS PARK PL Page 1 Owner(s): Gene E Kirila Ronald J Krila Application Type, Building Permit w/o subs Other Aotivity: Stories: 1 Automatic Sprinkler System? Fax Number 772-334-4335 City I state I Zill JENSEN BEACH. I='L 349• REWEWSANQ COMME s Review Tvae Status Reviewed - Front Counter Review Complete Audrey Humphrey parted Cute Comy1 Date Roloase�l 1212712D10 1212712010 Dave Johnson 0310112011 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 401 NETTLES BLVD City / State / Zip: JENSEN BEACH Parcel#: 4502-501-0587-000/9 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1012-0234 Activity Type: Addition Permit Type: Dock/Sea Wall CONTRACTOR INFORMATION Contractor Name: MURRAY RICHARD F Review Comments FL 34957 Jurisdiction: St. Lucie County Llot # : Block: Business Name: SHORELINE RV & MOBILE HOME REPAIR INC Business Addr: 1290 NE BUSINESS PARK PL City / State / Zil . JENSEN BEACH, FL 349. Page 1 Owner(s): Gene E Kirila Ronald J Kirila Application Type: Building Permit w/o subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Fax Number 772-334-4335 REVIEWS AND COMMENTS Review Type Status Reviewed By Front Counter Review Complete Audrey Humphrey Date Started Date Complete Date Released 12/27/2010 12/27/2010 Plans Examiner Review Pending Dave Johnson 03/01/2011 03/01/2011 1 Comment EXISTING DECK LAYOUT DIMENSIONS ARE INCORECT. THE RIGHT SIDE NOTES DECK OVER. WATER AS 11' WITH AN ADDITONAL 5' DECK OVER LAND. THE LEFT SIDE NOTES THE OVERALL DIMENSION AS 1 V FOR BOTH THE DECK OVER WATER & DECK OVER LAND. THIS NEEDS TO BE CORRECTED FOR ACCURACY. 03/01/2011 2 Comment THE SIDE ELEVATION SHOWS A DECK ATTACHED TO THE EXISTING STEM WALL & SLAB OF HOME EXTENDING OUT OVER THE WATER. THE 5' AREA BETWEEN THE HOME AND THE SEA WALL IS NOT PERMITTED TO HAVE A DECK. PLEASE SUBMIT NEW DRAWINGS WITH THE DECK STOPPING AT THE SEA WALL. NO PORTION OF THE NEW DECK IS PERMITTED TO EXTEND OVER THE SEA WALL. 03/01/2011 3 Comment A SEPERATE PERMIT IS REQUIRED FOR A LANDING & STAIRS AT THE SLIDING GLASS DOOR PRIOR TO ISSUING THIS PERMIT. PLEASE NOTE THAT SETBACK REQUIREMENTS MUST BE MET PER THE LAND DEVLOPEMENT CODE 7.10.16. WHICH ALLOWS A 4' X 4' MAX LANDING@& STAIRS NOT MOR THAN 10 % OF THE REQUIRED REAR YARD. 03/02/2011 4 Comment THE TEST REPORT ON PLANS FOR THE DECK & GAURDRAIL SYSTEM REFERS TO THE 2003 IBC. ANY TEST REPORTS FOR THE GAURDRAIL SYSTEM MUST REFER TO THE 2007 FBC. SUBMIT CORRECT TEST REPORT OR MANUFACTURERS INTALLATION INSTRUCTIONS APPROVED BY ENGINEER OF RECORD. Zoning Review Complete Paula Bushby 01/19/2011 02/25/2011 Planning & Development Services Building & Code Regulation Division Review Comments 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Page 2 iolations found on case 24534 Ordinance 13.00.01 (A) SLC LDC ADOPTING STANDARD BUILDING CODE Finding ARTICLE 103.4.1 MISREPRESENTATION OF APPLICATION. YOU MUST OBTAIN ANEW PERMIT TO DEMOLISH THE STRUCTURE WHICH WAS ERECTED BEYOND THE SCOPE OF PERMIT #24010403. THE PERMIT HAS BEEN REVOKED IN THAT THE APPLICATION AND PLANS SUBMITTED WERE NOT COMPLIED WITH. Ordinance 13.00.01 (A) SLC LDC ADOPTING STANDARD BUILDING CODE Finding ARTICLE 103.4.2 VIOLATION OF CODE PROVISIONS. THE BUILDING OFFICIAL HAS REVOKED PERMIT #24010403 IN THAT THE CONSTRUCTION ERECTION, ALTERATION, REPAIR, INSTALLATION, IS IN VIOLATION OR NOT IN CONFORMITY WITH THE PROVISIONS OF THE FLORIDA BUILDING CODE, THE SLC LDC, AND THE SLC C&CL. YOU MUST OBTAIN A NEW PERMIT AND DEMOLISH THE STRUCTURE OR RETURN IT TO ITS ORIGINAL STATE. Wednesday, August 25, 2010 Page I of I FLORIDA REGISTRATION•# 29945 MECHANICAL a ELECAL • CIVIL ENGINEERING 1984 SW BILTMORE STREET, SUITE 114 PORT M LUCIE. FLORIDA 34984 '(772) 785-9888 ! FAX (772) 785-9933 December 16, 2010 TO: St.Lucie County Building Department 2300 Virginia Avenue Ft. Pierce , Florida 3498 REF: Existing Wood Deck Renovation To Whom It May Concern: .Please be advised I Paul Welch have personally inspected the existing deck, and railing And find the method of construction is in compliance with Florida Building Codes 2007 With 2009 revisions. Plans have been up -dated showing as built drawings for the wood deck to �(tr etav% Layout. (Note: No change in setbacks or location have occurred during the renovation To existing deck and dock.. Original plans indicated, outside square corners, new as Built shows angles at corners.) If you have any questions please feel free to contact this office at the numbers listed Above. Thank You: I 'Paul Welch Inc. Paul Welch P.E. FI. No.# 29945 Department of Environmental Protection rt St. Lucie.jixanci office I 180.1-SE11fllmoor-Drive Jeb Rush Suite C-204 __GoYernor__AP_R_O8=Port St. Lucie, FL 34952. (7721)398--2806-Fak(772)399-2815 APR 122005 Office Ot Kirila conhtodi� Inc. Sseretaq RonaW.J. Kirila _ - - - 7____ . - __ __ __ __ 7 - . _�� -- ---- __�_ - ___ __ " __ __ - - - - 7 179- - - - Brookfield, OH 444()3 Re: File No.: 56-0246113-001 On March 1 L.2005, we received your application for an exemption to perform the following activities: Construct a dock with.an 11 by 30, overwater deck and 4.7 wide by 63' long accessway, ending in a -terminal Platform With L4qassociated -bc!atlift--in-the-locatipn.andconf-iguration shown in the-attached-draviWg-withiia-dip-- Jensen Beach to Jupiter inlet Aquatic preserve (Section 2, TownAip_j7_ South_(O_F.W.),_Qlass..0 Waters-6f the -State, at 401 Nettles Boulevard , Range 41 East), Jensen Beach, St. Lucie County. A site inspection conducted by Department personnelon April 1, 2005 indicates that the proposed project has already been partially completed., The Department does not issue Permits or letters of exemption after a project has already been completed. Upon this review, we have determined that your Project meets all. exemption criteria under Rule 40E-4,051(3)(d). F.A.C., therefore no permit is required. Additionally; Your project occurs on state-owned, sovereign, submerged land and requires'authonization. from the Board of Trustees of the Internal Improvement Trust Fund, to use. public property. As staff to the Board of Trustees, We find your project qualifies for a consent to use soverO�_AOmerged --lands� As -such; consider-this-,letter-to-also-constitute-autif6r-iz—atidft��6-m—th-e-B-oifd-6f Trdit—ee-s-o—fthe Internal Improvement Trust Fund, pursuant.to Chapter.253.77, Florida Statutes for your dock. Federal authorization for the proposed project is reviewed by DEP pursuant to an agreement between the Department and the U.S. Army Corps of Engineers (the Corps). The agreement is outlined in, a document titled Coordination Agreement Between The U.S. Army Cow of Engineers and the Florida Department ofEnvironmental Protection State Programmatic General Permit, Section. 10 of the Rivers and Harbor Act of 1899 and Section 404 of the Clean Water Act. Your project has been reviewed for compliance . with a State Programinalle-General Permit (SPGP)- :your Proposed activity as outlined on the attached drawings is in compliance with the SPOP program. U.S. Army Corps of Engineers (Corps) General conditions apply to your project, .as attached. No further permitting for this activity is required by the Corps. This letter does not relieve you from the responsibility -of obtaining any local Or federal Permits, -which maybe required for your project. If you have any questions, please contact Kim COlstad at (772) 398-2806 or at -kimberly.colstad6dep.state.fl.us. When referring to Your Project, please use the FDEP file name and number listed above. Sine rely, ra e-2, Danna L. Small Environmental Manager Submerged Lands & Environmental Resources Program DLS/kkc cc* Michael P. McSoley, Roberti. Gorman, P.A., 1209 Delaware Avenue, Fort Pierce, FL 34950 "More PratectibrL Lets Process" Printed on recycled paper. Jeb Bush Governor APR Department of Environmental Protection Port St. Lucie Branch Office 1801 SE Hillmoor Drive _ - --- Suite C-204-- Port St. Lucie, FL 34952 0820 ry (772)398 2806 Fax (772)398-2815 _ Ronald J. Kirila Box-179- Brookfield, OH 44403 Re: File No.: 56-0246113-001 -------.-_--`-- D APR 12 2005 Office ot-Kirila Contractors, inc, Colleen M. Castille Secretary,__ On March l 1, 2005, we received your application for an exemption to perform the following activities: Construct a dock with an 11' by 30' overwater deck and 4' wide by 63' long accessway, ending in a terminal platform with an associated boat lift -in the location and configuration shown in the attached drawing within the " 'Jensen Beach to Jt-piter`lifli et A.ciu-atic Preserve (O.-F.W.), Class -II -Waters of the State, at 4B1Nettles-B'oulevaid . (Section-2, Township 37 South, Range-41 East); Jensen Beach, -St. Lucie -County. A -site inspection conducted by Department personnel on April 1, 2005 indicates that the proposed project has already been partially completed. The Department does not issue permits or letters of exemption after a project has already been completed. Upon this review, we have determined that your project meets all exemption criteria under Rule 40E-4.05 1 (3)(d), F.A.C., therefore no permit is required. Additionally, your project occurs on state-owned, sovereign, submerged land and requires authorization from the Board of Trustees of the. Internal Improvement Trust Fund, to use public property. As staff to, the Board of Trustees, we find your project qualifies'for a consent to use sovereign, submerged _-_-_ __--lands._As such,.consider this_letter to also constitute authorization from the Board of Trustees of the Intemal Improvement Trust Fund, pursuant to Chapter 253.77, Florida Statutes for your dock. Federal authorization for the proposed project is reviewed by DEP pursuant to an agreement between the Department and the U.S. Army. Corps of Engineers (the Corps). The agreement is outlined in a document titled Coordination Agreement Between the U.S. Army Corps of Engineers and the.Rlorida Department of Environmental Protection State Programmatic General Permit,- Section 10 of the Rivers and -Harbor Act of 1899 and Section 404 of the Clean Water Act. Your.project has-been reviewed for compliance with a State Programmatic General Permit (SPGP). Your proposed activity as outlined on the attached drawings is in compliance with the SPGP program. U.S. Army Corps of Engineers (Corps) General conditions apply to your project, as attached. No further permitting for this activity is required by the Corps. This letter does not relieve you from the responsibility of obtaining -any localor federal permits,_ which may be q our project. -ou have an- iiestions,-_ lease'contact-Kim Colstad at' 772 398-2806 or -at- kimberly.colstad@dep.state.fl.us. for, Y P J Y�- Y q p ( ) kimberly.colstad@dep.state.fl.us. When referring to your project, please use the FDEP file name and number listed above. Sincerely, Danna L. Small Environmental Manager Submerged Lands & Environmental Resources Program, DLS/kkc cc: Michael P. McSoley, Robert J. Gorman, P.A., 1209 Delaware Avenue, Fort Pierce, FL 34950 "More Protection, Less Process" Printed on recycled paper. !,UUC/9 L& -LJX2;A IUL .d-T6APAb1lU(JIVLAq b;,LqA)1=u4u(jdVINoduLuLuuLu/Luoz)-ouquA-5u-uuL-oduw!//:u44q d Loi ELI t KV-00L I jo 1 02?u(l io 11w �_i E005 OR A.- 8--�AOMPROIECTION _ t <: .......... ... ..... ..---•-----.__...._...__..__.-----........._...--- •�-etc - _ --- RePt..of.:Environ._PToxection...._...._....—. .. _. uy Port St. Lucie F OF F�4� NEW PT STEPTS 7-00 RISERS. PRE-ENGINEERED,42"ALUM RAILING WITH GRASPABILITY. 7 NOTE: HANDRAIL BEACKETS OR BALUSTERS SHALL NOT �E CONSIDERED TO BE OBSTRUCTIONS TO GRASPABI-LITY.- BOTTOM OF HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF 'THE DEPTH OF ONE TREAD FROM BOTTOM RISER. HANDRAIL HAS CIRCULAR CROSS SECTION _„., : WITH 1-41 to.2" DIMENSION. RECEIVE® -MAR 1 1 2005 .-Dept. of Environ. Protector Port St. Lucie, DECKING OR COMF • DECK SCREWS MI 2.1 ROUND, PILING 1 I I 2x8,PT LEDGER ATTACHED TO EXISTING MASONRY WALL WITH 1/2" AN HOR BOLTS 32!1OC_ . . . _ I 1t '{ i D, CAI,V. 8" ROUND PT it 8" .ROUND P20 II, : 2x8PT CONT. pEPART�,j� � \ 4 S. r � {� VIA, o Pi 12X 5 /PAP 1,. ROUND P rn - ,o � I, I { o CCD rl 1 � -off D ,17I-- Pee 4 v O 11� o' f1l r3 I o m mo ®. cr , i i i^�`nc�raA t F�rt p• ,' pY` .P -r .! .. 'a` , 3r>k�?'.. w ;T- '�. IN ' - '� ,s '�,a�.��a 'Y ' �,-�. 8 ' �i��'" ��s n'� �`f+•c � �y a,C�rt Y�'� ,�(e-,,�*r`s' t��'� Ax A ' e nl+, k '� @ I.. '.I to t i—P�.'T"e.,a 2��``�'?'y" ©("r� ST�2�NG�RS � i BLTU X v " yCe. s sub Sv$t.arr n'-}!'R'-a�i sr.-�- t• C �` -3 h'�� e.�, '�",^s-� _ j � � � � S y*' ��'i � � v�,�r� r"�� s v�' t5����` `Ss�c-���.�">„- +. • O �3XB P�Tt -- � rst;aiw �' ,aY'Ths � �... �s w �� Ku�aa .kr• , .IUN{ �k E s IS Lz-�i3t3- I . r m's'''",' '. . 7 U &� _ s RECEIVEDV6 NU, --__ MAR 2005 r Dept. of Environ. Protection .a Port 5t. Lucie Ni f ti g ►- ,mil ' 0". " XISTI OF F 65.001��x i PAR 9tiC`� ry.Q S1yG - yiS' a x 6 i / s a ' EXISTING RESIDENCE1t�xr G R ING LOT 1 yJ \ ty$4 �S �9 ` 4 V, ` .tc ID p ��a -� _ �9•EC 9 4 Lp4 Z. / nO44 POST' SEAT .14 O It 8 G A L V . 65.00'` \ scnsks 2 en.sIUE _f r� ryF 3.' L Off' � �z} � Y�� SCALE 1"=10FT. r r x#SSkik �T� r ....-.. -•. _,: :. , ,5,;:., .. �„•.�'�. c,."...: .. 4a`a,,.`:Y7t-.�5'°�j .II.Y:%k,,, .,;' .. -..>. _ �,...u::,., .,..v,,.,. .� j 2'•-73,�Jit �% ,>' _ i <F".%4G' t tr'F"•isi •L : a "} +� � {�,��>�„3e�e",G. zc ,gyp i � ,`' N r 5�we5 100 r� 65.00' \ :: l \� PAR S'SB 0 aR 1 2005 EXISTING RESIDENCE ` ��� rotect►on � 4 M R IN 5 t. of Environ. P. a$ LOT �' gtiev Dept. Port St. Lucie _ - �9 t / Aoan 1 1 65.00'. r ra s s SCREW: PLOD' P SCALE 1"=10FT. " 0, Q:1 ' . . O //\�• — __— — - 9 y .# `�pY+4'c fie/e'3 gffi Ow4 OF U") C= Lu C= Lu uj Z5 uJ ir 6 CL Pp'q, C 0 NOTE: HAN-.,*R'k1L Bi-1ACi--ETS OR BALUSTERS SHALL NOT BE CONSIDERED TO BE OBSTRUCTIONS TO GRASPABILITY. 3 7-7r:-- BOTTOM OF HANDRAIL SHALL C ' ONTINUE TO SLOPE FOR A DISTANCE OF THE DEPTH OF ONE TREAD FROM BOTTOM RISER. '2.x 6 p.r., 2XIOP;C HANDRAIL HAS CIRCULAR CROSS SECTION NOTE! Z RrE;EIS A140 IRM 4 le- I LF:r3 IMN 2q- WITH 14' to 2" DIMENSION. VIXBRi OR WRE THAN 2.] VIC X 3'jGA V HEY. sor-M 114 10 7/� 1 2XIOP.. E 5COREBOH( 2 12 P I ST R T 7.2 NOTE: RISE 0 J A 13 111 PSCALE 111=IFT., I 6 C;�ALv. scricPs 2 Alj- 7 visl Colic. STA I R 1 DETA l L (2) #10 x I" N, S.M. S. AT EA CONNECTIOI TOP PLATE I POST TO CH #10 x 1-1/2" S PICKET POST 4. A TI Evaluation Service A Division of Architectural Testing — Certification Services Code Compliance Research Report FILL, Subject to Renewal: 12/15/10 Visit www.archtest.com for current status TAMKO Building Products, Inc. 220 West 4th Street Joplin, MO 64801 (800)-641-4691 www.tamko.com 1.0 Subject Guardrail Systems TAMKO TAM -RAIL° Railing System 2.0 Research Scope 2.1. Building codes 2006, 2009 International Building Code(IBC) 2006, 2009 International Residential Code(IRC) 2007 Florida Building Code (FBC) Building and Residential (excluding High Velocity Hurricane Zones) 2.2. Properties Structural Performance Durability Surface Burning Decay Resistance Termite Resistance 3.0 Description 3.1. General — The TAM -RAIL® Railing System is a guard or guardrail under the definitions of the referenced codes. They are intended for use at or hear the open sides of elevated walking areas of buildings and walkways as required by the referenced codes. 3.2. The TAM -RAIL° Railing System is provided as level guards with heights of 36" or 42" above the floor surface and is provided in rail lengths for nominal 6, 8, and 10 foot guard systems. See Table 1. 3.3. The TAM -RAIL® Railing System is provided as stair guards up to 100 inches in length as measured along the top rail. See Table 1. Issued: 12/15/09 Revised: 02/05/10 Pagel of 10 3.4. The TAM -RAIL® Railing System, includes upper and lower rails, vertical balusters, 4X4 post sleeve, TAM -RAIL post mount system, rail -to - post brackets and hardware, rail -to -post bracket - covers, fixed angle adapters, crush block, post trim ring and post cap. 3.4.1. The breadloaf shaped top rail, rectangular bottom rail, 1.5' colonial balusters, 1.5" square balusters and a 4X4 post sleeve, are hollow extrusions manufactured using a tri- layered extrusion process. These extrusions consist of a core layer of PVC (Poly Vinyl Chloride) and wood composite capped by an inner and outer layer of PVC. See Figures 1, 2 and 3 for sectional profiles 3.4.2. Both the top and bottom rails have pre - routed square holes to receive the ends of the balusters at assembly. The baluster assembly limits the spacing between balusters such that a 4 inch diameter sphere cannot pass through at any location. 3.4.3. A crush block is utilized as a support block after being inserted into routed openings on the bottom of the lower rail. 3.4.4. For level guardrail assemblies greater than 95.25" and less than or equal to 120" in length, an aluminum stiffener insert is utilized inside the upper rail only. See Figure 1. 3.4.5. Composite and PVC components recognized for use in the TAM -RAIL® Railing System are manufactured in white, taupe and grey colors. 3.5. Structural supports may be conventional wood framing or a TAM -RAIL® post mount system (See Figure 8). A TAM -RAIL 4X4 post sleeve is utilized with both conventional 4X4 wood posts and the TAM -RAIL post mount system. 3.6. The TAM -RAIL® post mount system is comprised of a 2" square steel tube welded to a 0.650" thick base plate for anchorage. Two molded PVC spacer/mounting blocks provide for attachment of rail brackets. See Figure 8. Architectural Testing, Inc. 130 Deny Court • York, PA 17406 717-764-7700 www. archtest. com .......... A TPES Code Compliance Research Report CCRR-0118 Page 2 of 10 3.7. Stainless steel brackets and associated hardware recognized for use with level and stair constructions are as indicated in Figures 4 and 5. 3.8. Molded PVC fixed angle adapters and associated hardware recognized for use in angled assemblies of 22.5° and 45° are as shown in Figures 6, 7 and Table 2. 4.0 Performance Characteristics 4.1. The TAM -RAIL® Railing System described in this report has demonstrated the capacity to resist the design loadings specified in Chapter 16 of the IBC, FBC and Section R301 of IRC, when tested in accordance with ICC-ES AC174. 4.2. Structural performance has been demonstrated for a temperature range of -20OF to 125°F. 4.3. Materials used are deemed equivalent to preservative treated or naturally durable wood for resistance to weathering effects, decay, and attack from termites. 4.4. The tri-layered material utilized in the TAM - RAIL® Railing System has a flame spread index of 35 when tested according. to ASTM E 84. The referenced criteria within ICC-ES AC174, requires a flame spread index not exceeding 200 when tested in accordance with ASTM E 84. 5.0 Installation The railing system shall be installed in accordance with the manufacturer's installation instructions and this report. Where differences occur between this report and the manufacturer's installation instructions, this report shall govern. 5.1. The balusters are supplied in lengths indicated in Figure 2 based on a two inch clearance between the bottom rail and the walking surface. Balusters are inserted into pre - routed holes in the top and bottom rails. Balusters are not fastened to either the top or bottom rail. 5.2. Stainless Steel (SST) brackets (Figures 4 & 5) and, if necessary molded PVC fixed angle adapters (Figure 6), attach each end of the top and bottom rails to the posts. Fasteners used to assemble the brackets and adapters to rails and posts are outlined in the fastening schedule, Table 2 and Figure 7. 5.3. In areas recognized in Table 1, the top and bottom rails are attached to either conventional 4x4 structural wood posts or a TAM -RAIL® post mount system each sleeved with a TAM -RAIL 4x4 post sleeve. The attachment is made using the brackets shown in Figures 4, 5 and 6 and the fasteners noted in the fastener schedule Table 2 and Figure 7. 5.4. The crush block is cut to a length equal to the desired distance of the lower rail above the walking surface plus 3.25". For the 6' and 8' systems, a single crush block is installed in the pre -routed hole approximately centered in the bottom face of the lower rail. For the 10 ft system, two crush blocks are installed approximately equally spaced in pre -routed holes of the lower rail. 5.5. Railing systems may be attached to conventional wood posts or other suitable wood structure. The wood in the supporting_ structure shall have a specific gravity of 0.50 or greater (Southern Yellow Pine or better) and a minimum thickness to allow full penetration of the bracket mounting screws. Conventional wood posts or other wood supports are not within the scope of this report. 5.6. Non-structural TAM -RAIL® post trim ring may be installed at the base of the 4x4 post sleeve or post mount system. The TAM -RAIL® post cap shall be installed over the exposed end of the post sleeve after installing the sleeve over a 4x4 wood post or a post mount. 5.7. Non-structural TAM -RAIL® bracket covers may be placed over the top and bottom rails before installation of the rail to the SST mounting bracket. After installation of the rail to the post, the bracket covers are pushed back to the post to cover the SST mounting brackets and hardware. Architectural Testing, Inc. 130 Deny Court • York, PA 17406 717-764-7700 www.archtest corn ATI-ES Code Compliance_ Research Report CCRR-0118 Page 3 of 10 6.0 Supporting Evidence 6.1. Drawings and installation instructions submitted by the manufacturer. 6.2. The reports of testing and engineering analysis demonstrating compliance with the performance requirements of ICC-ES Acceptance Criteria for Deck Board Span Ratings and Guardrail Systems (Guards and Handrails), AC174 effective June 1, 2009 and ASTM D7032- 07, Standard Specification for Establishing Performance Ratings for Wood -Plastic Composite Deck Boards and Guardrail Systems (Guards and Handrails). 6.3. A quality control manual that is in accordance with the ICC-ES AC10, "Acceptance Criteria for Quality Documentation" effective March 1, 2009. 7.0 Conditions of Use The railing system identified in this report is deemed to comply with the intent of the provisions of the referenced building codes subject to the following conditions. 7.1. Conventional wood supports for guards, including posts, are not within the scope of this report and are subject to evaluation and approval by the building official. Supports must satisfy the design load requirements specified in Chapter 16 of the IBC and FBC and must provide suitable material for anchorage of the rail brackets. Where required by the building official, engineering calculations and details shall be provided. 7.2. Anchors and anchoring systems for use with the TAM -RAIL® post mount system are not within the scope of this report and are subject to evaluation and approval by the building official. Anchors must satisfy the design load requirements specified in Chapter 16 of the building code and must meet the following minimum requirements; 7.2.1. A minimum of four anchor bolts must be used and located in the four pre -drilled holes in the post base plate. 7.2.2. The anchors must be stainless steel, galvanized steel or other approved material compatible with the steel post mount system. 7.2.3. The anchor bolts must have a minimum diameter of 3/8" and utilize flat washers. The type and length of the anchor bolts is dependent upon the material and condition of the supporting structure and is not within the scope of this report. 7.2.4. When the supporting structure is a wood framed deck, installation must include anchorage to suitable structural framing. Decking is not considered structural framing and anchorage to decking alone is not an approved installation method. 7.2.5. Where required by the building official, engineering calculations and details shall be provided. The calculations shall verify that the anchorage complies with the building codes for the type and condition of the supporting construction. 7.3. TAM -RAIL® Railing System and post mount system are recognized to the IBC, FBC and IRC for exterior use under the limitations noted in Table 1. 7.4. Only those types of fasteners and fastening methods described in this report have been evaluated for installation of the TAM -RAIL® Railing System; other methods of attachment are outside the scope of this report. 7.5. Compatibility of fasteners and other metallic components with the supporting structure, including chemically treated wood, is not within the scope of this report. 7.6. The TAMKO TAM -RAIL® Railing System is manufactured in Chilhowie, Virginia and Lamar Missouri, by EPOCH Composite Products, a TAMKO company, in accordance with the manufacturer's approved quality control system with inspections by PFS Corporation (AA-652). 8.0 Identification The TAM -RAIL® Railing System produced by EPOCH Composite Products identified in this report, shall be identified with labeling on the individual components or the packaging and include the following; 8.1. Name and/or trademark of the manufacturer and the manufacturer's address. 8.2. The identifying mark of the independent inspection agency, PFS Corporation (AA-652). 8.3. The AT[ Code Compliance Research Report Number (CCRR-0118) and mark. Architectural Testing, Inc. 130 Deny Court e York, PA 17406 717-764-7700 www. archtest. com ATI-ES Code Compliance Research Report CCRR-0118 Page 4 of 10 9.0 Code Compliance Research Report Use 9.2. Code Compliance Research Reports shall 9.1. Approval of building products and/or not be used in any manner that implies an materials can only be granted by a building endorsement of the product by ATI. official having legal authority in the specific 9.3. Reference to the Architectural Testing jurisdiction where approval is sought. internet web site address at www.archtest.com is recommended to ascertain the current version and status of this report. Table 1 TAM-RAIL®Guardrail System Building Code Recognition Minimum Maximum Installed Span (2)(3) TAM -RAIL® Guardrail System Installed Guardrail Heights -_ IBC FBC (Building) IRC FBC (Residential) Level (4) 36" 120" (limited) (5) 120" 42" 120" 120" TAM -RAIL® with 4X4 conventional wood post and Tam -Rail® post sleeve. 34" 100". (limited) (6) 100" Stair 42" 100" 100" 36" 120" (limited) (5) 120" Level (4) TAM -RAIL® with TAM -RAIL® 42" 95.25" 95.25' post mount system, PVC guides and TAM -RAIL® post sleeve 34" 100" (limited) (6) 100" Stair 42" 100" 100" ' Guardrail heights are measured vertically above leading edge of stair tread, or adjacent walking surface. 2 Guardrail spans are measured between posts along upper rail. 3 Any level TAM -RAIL® Guardrail System greater than 95.25" in length must utilize the aluminum stiffener inside the upper rail, See Figure 1. 4 System may utilize stainless steel brackets and, if necessary, 22.5° and 45° fixed PVC angle adapters. See Table 2 and Figure 7 for approved fasteners. 5 Limits to the following conditions; - Detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories above grade in height with a separate means of egress - Residential use Group R-3 adult and child care facilities that are within a single-family home - Residential use Group R-4 and the building is protected by an automatic sprinkler system 6 Guards may be installed at height indicated for occupancies in Residential Group R-3. Architectural Testing, Inc. 130 Deny Court • York, PA 17406 717-764-7700 www.archtest com Ak -'O� ATIES Code Compliance Research Report CCRR-0118 Page 5 of 10 Table 2 Rail/Bracket Fastening Schedule Post Bracket Rail SST Bracket to Rail SST Bracket to Post (4) #10 x 1 ", 8 TPI, Flat -head, (4) #10 x 2", 8 TPI, Flat - Top Rail Type 17 point, SST Screws head, Type 17 point, SST SST Screws 4X4 Brackets ", (2) #10 x 2", 8 TPI, Flat - Structural Bottom (2) #10 x 1 8 TPI, Flat -head, head, Type 17 point, SST Wood Post Rail Type 17 point, SST Screws Screws and TAM - RAIL® Composite (4) #10 x 1", 8 TPI, Flat- (4) #10 x 2", 8 TPI, Flat - Post 22.5'and Top Rail head, Type 17 point, SST head, Type 17 point, SST Sleeve 45'PVC Screws Screws Bottom (2) #10 x 1 ", 8 TPI, Flat -head, (2) #10 x 2", 8 TPI, Flat - Angle Brackets Rail Type 17 point, SST Screws head, Type 17 point, SST Screws (4) #10 x 1 ", 8 TPI, Flat- (4) #10 x 1 ", 8 TPI, Flat - Top Rail head, Type 17 point, SST head, Type 17 point, SST SST Screws Screws Bottom (2) #10 x 1", 8 TPI, Flat -head, (2) #10 x 1", 8 TPI, Flat - Brackets Rail Type 17 point, SST Screws head, Type 17 point, SST Screws (2) #10 x 1.75", 8 TPI, Flat- head, Type 17 point, SST TAM -RAIL Post Mount (4) #10 x 1 ", 8 TPI, Flat- Screws (See Figure 7) System Top Rail head, Type 17 point, SST and TAM- 22.5' PVC Screws Flat - (2) #10 x 3", 16 TPI, Flat- RA/L® Angle head, self -drilling SST Composite Brackets Screws penetrating through Post to steel post Sleeve (See Figure 7) Bottom (2) #10 x 1", 8 TPI, Flat -head, (2) #10 x 1.75", 8 TPI, Flat - Rail Type 17 point, SST Screws head, Type 17 point, SST Screws (4) #10 x V, 8 TPI, Flat- (4) #10 x 2", 8 TPI, Flat - Top Rail head, Type 17 point, SST head, Type 17 point SST Screws Screws Angle Brackets Bottom (2) #10 x 1 ", 8 TPI Flat -head, (2) #10 x 2", 8 TPI, Flat - Rail Type 17 point SST Screws head, Type 17 point, SST Screws Architectural Testing, Inc. 130 Derry Court • York, PA 17406 717-764-7700 www. archtest. com A .-�ATPES Code Compliance Research Report CCRR-01 18 Page 6 of 10 Upper T-Rail �') . . . . . . . . . . . . . . 4 Th'iJbik Top Rail Aluminum Stiffener For Rail Lengths Exceeding 95.25 Inches Bottom Rail �') Figure I TAM-RAIO Rail Cross Sections Rails are pre -routed for balusters Architectural Testing, Inc. 130 Derry Court • York, PA 17406 717-764-7700 www.archtestcorn A TI-ES Code Compliance Research Report CCRR-0118 Page 7 of 10 iD9 M,5 Roy i' H►�lslts�jr:> Hiyl� Assy� S�ti�re=Biliister - Figure 2 TAM -RAIL® Baluster Configurations Figure 3 TAM -RAIL® 4x4 Post Sleeve Cross Section Architectural Testing, Inc. 130 Deny Court • York, PA 17406 717-764-7700 www.archtest.com ATI-ES Code Compliance Research Report CCRR-0118 Page 8 of 10 Figure 4 TAM RAIL® -Upper Attachment Bracket (SST) Figure 5 TAM -RAIL® -Lower Attachment Bracket (SST) Architectural Testing, Inc. 130 Derry Court • York, PA 17406 717-764-7700 www.archtest.com A TPES Code Compliance Research Report CCRR-0118 Page 9 of 10 Upper Rail 45' PVC Bracket Lower Rail 45' PVC Bracket Left 22.5' Bracket Right 22.5' Bracket Upper Rail 22.5' PVC Bracket Left 22.5' Bracket Right 22.5' Bracket Lower Rail 22.5' PVC Bracket Figure 6 TAM -RAIL® -PVC Fixed Angle Adapters (22.5' and 45' ) Architectural Testing, Inc. 130 Deny Court • York, PA 17406 717-764-7700 www.archtest.com ff,& ICC EVALUATION SERVICE Most Widely Accepted and Trusted IMES Evaluation Report ESR-1625 Reissued March 1, 2009 This report is subject to re-examination in two years. www.icc-es.org 1 (800) 423-6587 1 (562)'699-0543 A Subsidiary of the International Code Council® DIVISION: 06—WOOD AND PLASTICS Section: 06500—Structural Plastics Section: 06610—Plastic Railings and Guards REPORT HOLDER: TAMKO BUILDING PRODUCTS, INC. 220 WEST 4TH STREET JOPLIN, MISSOURI 64801 (417) 624-6644 www.tamko.com www.everarain.com EVALUATION SUBJECT: EPOCH EVERGRAIN WOOD -THERMOPLASTIC COMPOSITE DECK BOARDS AND GUARDRAIL SYSTEMS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 International Building Code® (IBC) ■ 2006 International Residential Code® (IRC) ■ 1997 Uniform Building CodeTm (UBC) Properties evaluated: ■ Structural properties ■ Surface -burning characteristics ■ Durability 2.0 USES The EPOCH Evergrain composite decking described in this report is limited to exterior use as deckboards for balconies, porches, and decks of buildings of Type V-B (IBC) construction, Type V-N (UBC) construction and dwellings constructed in accordance with the IRC. The EPOCH Evergrain guardrail systems described in this reportare used in exterior applications as guards for balconies, porches and decks, (1) of Group R Occupancy, or (2) any occupancy group in buildings of Type V-B (IBC) construction and other types of construction in applications Where untreated wood is permitted by IBC Section 1406.3, and Type V-N (UBC) construction and (3) structures constructed in accordance with the IRC. (See Table 3 for occupancy and other restrictions.) 3.0 DESCRIPTION 3.1 General: EPOCH Evergrain Decking, Traditional Railing system components and the 2 2-by-4 Traditional Railing system components are manufactured by a compression molding and/or extrusion process in accordance with the approved quality control manual. The Designer Railing system is manufactured by an extrusion process in accordance with the approved quality control manual. The EPOCH Evergrain Decking and guardrail systems consist of wood fibers, polyethylene, fillers. and colorants as described -in the manufacturer's quality control manual. 3.2 Deck Board: 3.2.1 General: EPOCH Evergrain decking is manufactured in solid sections having the nominal sizes of 1-by-6 [actually 0.94 inch by 5.50 inches (23.9 by 140 mm)], and 2-by-6 [actually 1.44 by 5.50 inches (37 by 140 mm)]. The average installed weights of 1-by-6 and 2-by-6 EPOCH Evergrain decking are 5.3 psf and 8.2 psf (0.25 and 0.39 kN/M2), respectively. The product is available in seven colors: Cape Cod Grey, Redwood, Cedar, Weathered Wood, Golden Oak, CherryWood and Thunderstorm Grey. 3.2.2 Durability: When subjected to weathering, insect attack, and other decaying elements, material used to manufacture the EPOCH Evergrain decking is equivalent to preservative -treated or naturally durable lumber when used in locations described in Section 2.0 of this report. EPOCH Evergrain decking has been evaluated for a temperature range from -20OF (-29°C) to 130OF (540C). 3.2.3 Surface -burning Characteristics: When tested in accordance with ASTM E 84, EPOCH Evergrain decking has a flame -spread index of no greater than 200. 3.3 Guardrail System: 3.3.1 Traditional Railing: The EPOCH Evergrain Traditional Railing system is manufactured to a height of 42 inches (1067 mm) and a rail length of 68 inches (1727 mm). The top cap rail is a combination of a nominally 2-by- 6-inch [actually 1.44 inch as by 5.5 inches (37 by 140 mm)] solid cap rail and a nominally 2-by-4-inch [actually 1.44 by 3.50 inches (37 by 89 mm)] top side rail. The bottom side rail is a nominally 2-by-4-inch [actually 1.44 by 3.50 inches (37 by 89 mm)] solid board. The balusters are nominally 2- by-2-inch [actually 1.5 by 1.5 inches (38 by 38 mm)] solid components. See Figure 2 for typical component cross sections. 3.3.2 Traditional Railing: The EPOCH Evergrain 2-by-4 Traditional Railing System• is manufactured to a height of 42 inches (1067 mm) and a rail length of 68 inches (1727, mm). The assembly is similar to the Traditional Railing system with the exception that the top rail terminates at a newel post (supplied by others). See Figure 2 for typical component cross sections. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any ftndtng or other matter in this report, or as to any product covered by the report. "wo° i¢ =:r--= copyright 0 2009 Page 1 of 8 ",�, IAESR-1625 I Most Widely Accepted and Trusted Page 2 of 8 Y •3.3.3 Designer Railing: The EPOCH Evergrain Designer Railing system is manufactured to a height of 42 inches • (1067 mm) and a rail length of 66 inches (1727 mm). The main component of the top and bottom rail is approximately 21/2 inches by 2112 inches (64 by 64 mm). The bottom of the top rail component is provided with an approximately 02-inch-wide (38 mm) channel into which the 1 1/4-by-1 /2-inch (32 by 38 mm) oval solid baluster is fitted. The top of the bottom rail component provides a 0.30-inch-high (7.6 mm) lip that supports the baluster. The top rail is provided with a finish component that slides onto the main rail component. See Figure 3 for typical component cross sections. 3.3.4 Durability: When subjected to weathering, insect attack, and other decaying elements, material used to manufacture EPOCH Evergrain is equivalent to preservative -treated or naturally durable lumber when used in locations described in Section 2.0 of this report. The EPOCH Evergrain Guardrail System has been evaluated for a temperature range from -20°F (-29°C) to 130°F (54.4°C). 3.3.5 Surface -burning Characteristics: When tested in accordance with ASTM E 84, EPOCH Evergrain railing system has a flame -spread index of no greater than 200. 4.0 DESIGN AND INSTALLATION 4.1 General: Installation of EPOCH Evergrain decking and guardrail systems must comply with this report and the manufacturer's published installation instructions. The manufacturer's published installation instructions must be available at the jobsite at all times during installation. When the manufacturer's published installation instructions differ from this report, this report governs. 4.2 Deck Boards: 4.2.1 -Allowable Stresses: Table 1 lists allowable stress values for the EPOCH Evergrain decking recognized in this report. These values must not be adjusted by any of the adjustment -factors permitted for wood framing referred to in the applicable code, with the exception that increases for load duration, CD, are permitted. 4.2.2 Allowable Spans: Table 2 lists allowable spans, continuous over two or more supports, for EPOCH Evergrain decking used as planking (flatwise bending). As an alternative, other allowable spans or other uses, of EPOCH Evergrain decking can be permitted, provided the user/designer submits structural calculations regarding the specific application to the local code official for approval, establishing Evergrain's ability to resist the code -prescribed loads based on the allowable stresses in Table 1. 4.2.3 Spacing: The end -to -end gap of the deck boards must be 1/16 inch (1.6 mm) for every 20OF (-7°C) of difference between the installation temperature and the hottest anticipated temperature. A minimum 1/8-inch (3.2 mm) gap must be provided between width of boards. 4.2.4 Decking Fasteners: Allowable lateral design values for nails, wood screws, and bolts used as fasteners for the EPOCH Evergrain deck boards must be based on an equivalent specific gravity SG = 0.50. Allowable stress or duration of load increases, indicated in the applicable code, are not permitted when fastener capacities are designed. Fasteners used with EPOCH Evergrain must comply with the following: a. Nails must have a diameter less than or equal to that of a 16d common nail [0.162-inch (4 mm) diameter]. b. Wood screws must have a diameter less than or equal to that of a No. 12 screw [0.216-inch (5.5 mm) diameter]. c. Bolts must have a diameter less than or equal to 1/2 inch (12.7 mm). Minimum fastener edge and end distances must be 1 inch (25.4 mm) and /4 inch (19 mm), respectively. Minimum spacing of fasteners must be 1 inch (25.4 mm). Minimum fastener penetration must be 11/2 inches (38 mm) into the supporting construction. 4.3 Guardrail System: 4.3.1 General: The EPOCH Evergrain Traditional Railing and 2-by-4 Traditional Railing and the Designer Railing systems provide three optional installation methods for attachment to the supporting construction. Two of the methods address the installation of the system on the outside of the rim joist of the deck. The third method addresses the installation of the systems on the inside of the rim joist. See Figure 5 for illustrations of these alternate installations. When installing fasteners for all guardrail components, pilot holes must be drilled as described in the manufacturer's published installation instructions. Screws must be either stainless steel or galvanized and must be spaced a minimum of 1 inch (25.4 mm) from the ends of the components. Each of the guardrail systems must provide intermediate support at a maximum of 30 inches (762 mm) on center as described in the manufacturer's published installation instructions. 4.3.2 Traditional Railing: The top cap rail of the EPOCH Evergrain Traditional Railing system is attached to the top side rail utilizing one No. 8 by 21/2-inch (64 mm) screw at a maximum of 16 inches (406 mm) on center. The top rail is designed to be a continuous rail that is attached to the supporting construction (post supplied by others) with two No. 8 by 31/2-inch (89 mm) screws. The top and bottom side rails are attached to each post with two No. 8 by 31/2- inch (89 mm) screws. The balusters are attached to the top and bottom rails at a maximum of 5 inches (127 mm) on center with two No. 8 by 21/2-inch (64 mm) screws into the top and bottom side rails. One alternate installation method involves the extension of the balusters providing intermediate support down below the deck surface, with these being attached directly to the rim joist/supporting construction with two No. 8 by 21/2-inch (64 mm) screws in each baluster. A second alternate method involves the installation of the balusters without utilizing a bottom side rail. In this method, the balusters are continuous down to the rim joist/supporting construction and are attached with two No. 8 by 2 /2-inch (64 mm) screws in each baluster. See Figure 5 for typical Traditional Railing and alternative assemblies. 4.3.3 2-by-4 Traditional Railing: The first baluster must be attached to the supporting construction/posts utilizing four No. 8 by 31/2-inch (89 mm) screws spaced as shown in the manufacturer's published installation instructions. The top cap rail, is fastened to the second baluster with one No. 8 by 2'/2-inch (64 mm) screw and to side rails with one No. 8 by 2'/2-inch (64 mm) screw at 16 inches (406 mm) on center. The remaining balusters are attached to top and bottom side rails with two No. 8 by 21/2-inch (64 mm) screws attached to, both top and bottom side rails, and with baluster spacing no greater than 5 inches (127 mm) on center. See Figure 4 for typical EPOCH Evergrain 2-by- 4 Traditional Railing assembly. 4.3.4 Designer Railing: The balusters are attached to the top and bottom rails at a maximum of 5 inches (127 mm) on center with one No. No. 8 by 3-inch (76 mm) screw installed through the top and bottom rail into the end of ESR-1625 I Most Widely Accepted and Trusted Page 3 of 8 ►each baluster. The top and bottom rails are fastened to the adjoining post or supporting construction utilizing L-clip • brackets supplied by the manufacturer. The top and bottom rails must be secured to the bracket using three No. 10 by 1-inch (25.4 mm) screws. The L-clip brackets must be attached with two No. 10 by 21/2-inch (64 mm) screws installed into the post or supporting construction. See Figure 6 for typical EPOCH Evergrain Designer Railing assembly. 5.0 CONDITIONS OF USE The EPOCH Evergrain deck boards and guardrails described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this. report, subject to the following conditions: 5.1 The EPOCH Evergrain decking described in this report is limited to exterior use for balconies, porches, and decks of buildings of Type V-B (IBC) construction, Type V-N (UBC) construction and dwellings constructed in accordance with IRC. 5.2 The EPOCH Evergrain guardrail systems described in this report must be limited to exterior use as guards for balconies, porches and decks (1) of Group R Occupancy, or (2) any occupancy group in buildings of Type V-B (IBC) construction and other types of construction in applications where untreated wood is permitted by IBC Section 1406.3, and Type V-N (UBC) construction and (3) structures constructed in accordance with the IRC. 6.3 Installation must comply with this report, the manufacturer's published installation instructions and the applicable code. Only those fasteners and fastener configurations described in this report have been evaluated for the installation of the EPOCH Evergrain decking and guardrail systems. When the manufacturer's published installation instructions differ from this report, this report governs. 5.4 The use of the EPOCH Evergrain decking as a component of a fire -resistance -rated assembly is outside the scope of this report. 5.5 The compatibility of the ,fasteners, metal components and other metal hardware with the supporting construction, including chemically treated wood, is outside the scope of this report. 5.6 The EPOCH Evergrain Traditional Railing System, the 2X4 Traditional Railing system and the Designer Railing system have not been evaluated with posts installed in the system. The determination of the ability of the supporting construction to resist the code -specified loads is outside the scope of this report. 5.7 When a guardrail is supported on one or both ends by the supporting construction, the maximum distance must be measured from edge -of -post to edge -of - structure or from edge -of -structure to . edge -of - structure. 6.8 Adjustment factors outlined in the AF&PA National Design Specification and applicable codes must not apply to the allowable capacity and maximum spans for EPOCH Evergrain. 5.9 Deck boards must be installed in a minimum of a two - span condition. 5.10 EPOCH Evergrain decking and guardrail systems must be fastened directly to supporting construction. Where required by the code official, engineering calculations and construction documents consistent with this report must be submitted for approval. The calculations must verify that the supporting construction complies with the applicable building code requirements and is adequate to resist the loads imparted upon it from the products and systems discussed in this report. The documents must contain details of the attachment to the supporting structure consistent with the requirements of this report. The documents must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.11 EPOCH Evergrain decking and components of the EPOCH Evergrain Traditional Railing and the 2-by-4 Traditional Railing systems are produced by Epoch Composite Products, Inc., at the Lamar North Plant and the Lamar South Plant, Missouri, under a quality control program with inspections by PFS Corporation (AA-652). 5.12 The components of the EPOCH Evergrain Designer Railing system are produced by Epoch Composite Products, Inc., in Lamar, Missouri, and Chilhowie, Virginia, under .a quality control program with inspections by PFS Corporation (AA-652). 6.0 EVIDENCE SUBMITTED 6.1 Data establishing compliance of the EPOCH Evergrain decking with the ICC-ES Acceptance Criteria for Thermoplastic Composite Lumber Products (AC109), dated June 2006. 6.2 Data establishing compliance of the EPOCH Evergrain guardrail systems with the ICC-ES Acceptance Criteria for Deck Board Span Ratings and Guardrail Systems (Guards and Handrails) (AC174), dated February 1, 2007. 7.0 IDENTIFICATION The EPOCH Evergrain decking and guardrail systems described in this report must be identified on each individual piece or on the packaging by a stamp bearing the manufacturer's name (EPOCH Composite Products, Inc.), the product type, the name of the inspection agency (PFS Corporation) and the evaluation report number (ESR- 1625). ESR-1625 I Most Widely Accepted and Trusted Page 4 of 8 TABLE 1—ALLOWABLE DESIGN STRESS VALUES FOR EPOCH EVERGRAIN DECKING HAVING A MAXIMUM 2-INCH THICKNESS PROPERTY ALLOWABLE DESIGN VALUE (psi) Flexural stress (Fb) 245 Modulus of elasticity (MOE) 53,000 Tensile stress —parallel to longitudinal direction (Ft) 295 Compressive stress —parallel to longitudinal direction (Fc) 860 Compressive stress —perpendicular to longitudinal direction (F.i) 400 Shear stress (F) 225 For SI: 1 psi = 6.9 kPa. TABLE 2—EPOCH EVERGRAIN DECKING SPAN CHART''2 MEMBER SIZE ALLOWABLE MEMBER SPAN BETWEEN ALLOWABLE MEMBER SPAN BETWEEN SUPPORTS WHEN SUPPORTING 100 psf SUPPORTS WHEN SUPPORTING 60 psf UNIFORM LIVE LOADING''4 (inches) UNIFORM LIVE LOADING'' (inches) 1-by-6 16 -- 2-by-6 20 24 For SI: 1 inch = 25.4 mm, 1 psf 0.0479 kN1m2. 'Tabulated span values are for members used as planking (flatwise bending). The values are permitted to be used in lieu of application - specific calculations. 2Members shall be supported by a minimum of three joists and must be fastened at each joist. 3Tabulated spans are based on a deflection limit of U180. TABLE 3—MAXIMUM GUARDRAIL SPAN2'' PRODUCT NAME APPLICABLE BUILDING MAXIMUM SPAN CODE (ft-in)' ' IBC IRC UBC EPOCH Evergrain Traditional Railing Yes 5 Yes Yes 5 5' - 8" EPOCH Evergrain 2-by-4 Traditional Railing Yes 6 Yes Yes 6 5' - 8" EPOCH Evergrain Designer Railing Yes 6 Yes Yes' 5' - 8" For SI: 1 inch = 25.4 mm, 1 ft = 305 mm. 'Maximum span shall be measured from edge -of -supporting -construction to edge -of -supporting -construction. 2Maximum allowable span has been adjusted for durability. No further increases are permitted. 3Evaluation of this guardrail does not include the post, post sleeve, or post base attachment. The ability of the supporting construction to resist the reactionary loads shall be established as required by the code official. 4Indicates compliance with the respective building codes. 6For use in any occupancy group in buildings of Type V-B (IBC) construction and Type V-N (UBC) construction. 6For use in Group R occupancy only. ESR-1626 1 Most Widely Accepted and Trusted Page 5 of 8 For SI: 1 inch = 25.4 mm. FIGURE 1—EPOCH EVERGRAIN DECKING CROSS SECTIONS For SI: 1 inch = 25.4 mm. FIGURE 2—EPOCH EVERGRAIN TRADITIONAL RAILING AND 2x4 TRADITIONAL RAILING COMPONENT CROSS SECTIONS FINISH RAIL COMPONENT OVAL BALUSTER TOP/BOTTOM RAIL MAIN COMPONENT For SI: 1 inch = 25.4 mm. FIGURE 3—EPOCH EVERGRAIN DESIGNER RAILING COMPONENT CROSS SECTIONS ESR-1625 I Most Widely Accepted and Trusted Page 6 of 8 ,RdTC4*'-'2XG- .Attach 1.0Sida Ftoiall q46-' 10� balUsi& Wail ;Section A --A.- -S VD'e ta il'. � I , —, �, Section 13-� I- .- For SI: 1 inch = 25.4 mm. FIGURE 4—EPOCH EVERGRAIN POST MOUNTED OUTSIDE JOIST BALUSTER TO RAIL ,S,'-."ESR-1625 I Most Widely Accepted and Trusted Page 7 of 8 F Foe SI: 1 inch= 25.4 mm. .Sectfon:-1�7,, Baluster - bW - Decking'• -1— , .- '� `Post'Defail; FIGURE 5—EPOCH EVERGRAIN POST MOUNTED INSIDE JOIST BALUSTER TO RAIL Wocd'OiOther Structural -Rm.Wst ?dat7lat r� f.ESR-1625 I Most Widely Accepted and Trusted Page 8 of 8 Y . Rail Dae=2W...,...,....., IF Baluster`De04, Seet"ionA-A Sitle.Rait•=2%4 Decking: 1X6,_. `woal oi.otncrsin,a6rei .Rim Jaat Material; --:Attach 6'Side Rail j'al a%- =Post; Detail; Section B=6 + r— Decking,'-IW( . ` . . �—.WocC Oi Othci Stn:ctural' ;RimJoist;tdattHial".;- . :Wood Post' For SI: 1 inch = 25.4 mm. FIGURE 6—EPOCH EVERGRAIN POST MOUNTED OUTSIDE JOIST BALUSTER TO DECK