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Home My WebLink AboutEvaluation ReportJ REVIEWED FOR NEMO I etc. -Certificate of Authorization #32455 CODE COMPL.IANZ Christian Street, Unit #13 c to. L.UCIE COUNTS Oxford, CT (203) 262-9245-9245 ENGINEER EVALUATE TEST CONSULT SDP Advanced Polymer Products, Inc. Evaluation Report S19010.07.09-R4 410-130 Bridgeland Avenue FL5325-R8 Toronto, Ontario M6A 1Z4 Canada Date of Issuance: 07/03/2009 (866) 747-4035 FILE COPY Revision 4: 12/15/2020 SCOPE: This Evaluation Report is issued under Rule 51G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the 711 Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: PALISADE'"" Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEW ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 ..t#o—SvtS 77 _ - ecE ,�' The facsimile seal appearing was authorized by Robert S'• e ^�=` �,•` Nieminen, P.E. on 12/15/2020. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEW ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 02018, NEW ETC, LLC ROOFING COMPONENT EVALUATION: -- 4.1 CWM ONEMOJetc. Product Category: Roofing Sub -Category: Underlayment Compliance Statement: PALISADE'" Roof Underlayments, as produced by SDP Advanced Polymer Products, Inc., have demonstrated compliance with the following sections of the 7t' Edition (2020) Florida Building Code through testing in accordance with the applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Property 1507.1.1 / R905.1.1, 1518.4 Material standard 1507.1.1, 1507.2.4, 1507.2.9.2 / R905.1.1, Material standard R905.2.8.2 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / Tear strength R905.1.1.1(2&3, Exception), R905.1.1.1(5) 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / Tensile strength R905.1.1.1(2&3, Exception), R905.1.1.1(5) Standard Year ASTM D226 2009 ASTM D1970 2015 ASTM D4533 2015 ASTM D5035 2011 1507.1.1.1(5) / R905.1.1.1(5) Liquid water transmission ASTM D4869 2016 1523.6.5.2.9, TAS 110 Comparative Rupture TAS 117, Appendix B 1995 TAS 110 Accelerated Weathering ASTM D4798 2011 Enti Examination Reference Date NEMO (TST6049) ASTM D226, D1970, D4533, D4798, 4j-SDP-20-SSUDL-01 12/15/2020 D4869, D5035, TAS 117(B) Miami -Dade (CER1592) HVHZ Compliance 16-1025.02 11/10/2016 QAI (QUA7628) Quality Control Service confirmation 12/04/2020 QAI (QUA7628) Quality Control Florida BCIS Current PRODUCTDESCRIPTION: Product Material Standard Plant(s) Description PALISADE'" 1507.1.1.1(2&3, Exception), Binh Duong, synthetic roofing underlayment comprised 1507.1.1.1(5) / R905.1.1.1(2&3, Vietnam of a polyolefin-coated, woven construction Exception), R905.1.1.1(5) / 1518.4 with dual skid resistant surfaces PALISADE'" SA -HT ASTM D1970 Shandong, self -adhering roofing underlayment China comprised of a polyolefin-coated, woven upper surface and self -adhering bottom surface NEMO ETC, LLC Evaluation Report S19010.07.09-R4 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5325-R8 PALISADE'" Roof Underlayments; (866) 747-4035 Revision 4: 12/15/2020 Page 2 of 5 ONEMOletc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is for use in FBC non-HVHZ and HVHZ jurisdictions, where "HVHZ" is defined as Broward and Miami -Dade Counties. Limitations and Installation requirements that differ by jurisdiction are designated herein as "non-HVHZ" and "HVHZ" accordingly. 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 or FBC HVHZ 1516 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 PALISADE'" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS FBC non-HVHZ Section: 1507.2 1507.3 1507.4 & 1507.5 1507.7 1507.8 & 1507.9 FBC HVHZ Section: TA5110(S10), TAS 110(S11), RAS 133 TAS 110(S11) RAS 130 RAS 115 RAS 118, 119 & 120 Clay and Concrete Tile Metal Slate or Wood Asphalt Mechanical Underlayment Slate -Type Shingles Adhesive -Set Panels Shingles Shingles Shingles Shakes Attach non-HVHZ: No non-HVHZ: No PALISADE'" Yes HVHZ: Yes (ease sheet in 2-ply Yes Yes HVHZ: Yes system only) non-HVHZ: Yes ()oint strips per 1507.1.1.3 / PALISADE'" SA -HT Yes No Yes Yes R905.1.1.3) HVHZ: Yes 5.7 5.8 5.8.1 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Primer Substrates PALISADETM SA -HT self -adhering None plywood PALISADETM Attachment Limitations: Non-HVHZ: For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with the manufacturer's installation instructions, but — for mechanically attached underlayments or base sheets - not less than FBC 1507.1.1 or R905.1.1. 5.8.2 HVHZ: Refer to Section 6. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Installation Type Maximum Exposure (days) PALISADE'"' Mechanically attached 180 PALISADE"" SA -HT Mechanically attached 30 NEMO ETC, LLC Evaluation Report S19010.07.09-R4 Certificate ofAuthorization #32455 7'" EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5325-R8 PALISADE'" Roof Underlayments; (866) 747-4035 Revision 4: 12/15/2020 Page 3 of 5 '4 AZL = you! l (laad ul) TVOS 0IHM:19 OZL 09 0 OZL N ,Ob=�� I �31t105 l o' b l ?_ p.6 �f1VM nVd b N _ is� O 5 y .z EOE9#S3'8 o. a oo M Q CT �o - M/4 'ONOD cU w ° vva IaAVNO oz 98£0'Od '606£'8'b-0 Al 0381HOS30 SONV1 (N),60 Z91 M „OZE9068 S (d) ,L9 "l5l M „ M 0.69 aI ON wuj E101 o Z£L vod 'S9bb'82l'0 --------------- NI 4381aOS34 SaNt/l-------------------- �- EbIZ'Jd'S9bb'8'a'0 o N :NI 0381KS30 SONbI 111 Z 101 N o o�id 2/1Ina iW),ZVOP M„06,19068S N N Z7 y �'7 DPI' „z/ � (d),6i�'99f M „ E3,0.69 S N iw6 \9\ o � � £0£9 # s3a us . r 97�� s�;is p, P 6 �� 'od Zbl'Z 03HS 101 \ A S31ViS31NMJJ213AW HAIIS 'NOD logy bL£l'Jd 'b96'8'a'0 al ON „Z/I �rNN a- d o CL o Cif NN 'NOD 10-1 <oJ 41 ON .bX.b w0A 7 *h8! ai CN ,bX b W"j (d) ,00'91L 3 „££, l5a 69 N WOOZY ZY 3.9E,19068N SLZZ'Jd 'SZLL'8'2f'0 NI 038NOS30 S0Md1 9£'Sd '6b'8'd S31b'1S3 MN Jzl I3AN VAIIS Z 101 S3JVd liV 1nOH11M (1I1VA ION - Z 10 L 3OVd NO11dRDS3a 1V031 110d Z 10 Z 39Vd 33S b6l'Jd'lb0£'82l'0 1N3W3Sd3 NOUVM3SN0O \ l-tfO \0> (d) ,Lb'6 3.60,9000E S L Ll (d) Sb'S L L 3 „90,6ZobZ S 01,1 IMHW Ol (0) ,8L'Zb 3 „£E,19.69 N (d) ,6L'8E 3 ,£E,19068 N 61 (W),ZL'£ZL M,,00,90.CZN (d),EL'EZL M„10,80o£ZN 81 IMHW 01(IN) ,SO'D 3 „6b,64o68 N (d) ,86'Zb M „££, LSo68 S Ll (W) ,69'ZE 3 ,,9b,19068 N - (d) ,6S7E 3 „E£,L9068 N gl (W) ,6S'ZE 9 .,M09068 N (d) ,69'ZE 3 „££,LSo68 N 91 (W) ,ZE'S 3 ,,L£,ZZoE S (d) .t11 3 „LZ,80o0 S bl (W) ,6 L'96 M ,,E 1.99.68 S (d),00'96 M,,EE,L9068S £1 (A),L9'E1 M.ZO,8Z.OLN (d) MT L M ,,0b2Za0L N ZI (W) ,Z0'80 L 3 „LZ,80o£Z S (d) ,ZO'80L 3.10.90.2S LI 318b'13NII r AINnoo Diom is AAAins MAVONnoo 0680'80 �Z i Sb38W3W 3,Ldl'l 133d �- OIZZE IJ'all!AuoSIhe1'pJenalno8 bulpuel8 948E Z88Z-17tT998:b 19161'S£L-998:0 16Z8+P91 011'sjoA9nanS pucrl :)ll'sioLaeinS pue-1 evex3 V —L:DV X 3, •oiaiay pax!}}e si jaddew pue jol(a/uns pesuao!I epuold a }o leas pue ainieu6!s :)!uojioala ay} uayM ida:xa 'jaddew pue joAa/uns pasuao!I epuold e }o leas pos!ej leu!6uo pue ainieu6!s ayi inoyi!M p!IeA iou s! 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Hl'o} ias ao!i:)ejd }o spiepueiS ayi siaaw pue spuel p!es }o uo!ieivasaidai aiefn»e pue anal a s! }a!laq pue a6palnmoul Aw }o isaq ayi of pue 'uo!s!AJadns jowip Aw japun spew seen uoajay paqu:Sap spuel ayi }o AanunS s!yi ieyi fy:wao lgajay I 31d31311a33 Sa0AMmns LZ0Z/0 U8:31va mom a131d K1 L6Z9 N8l 13ll '-oAo-nS peel goexa 1999 jagwnN acuaoll iaddeyy pue joA minS Ieuassaywd 8PLq=l io elelS VE)V3UVO '0 NVnr 01� Ij Z�i o ♦ b ''•, .a� dalaola 31V1S L999 Sl c` 31SISIA 3NON 1SMUNI d0 S1NI0d (20F/OL/8 LAIN) (UOUZU8 ZA3b) I (smva NOISIA38 LZ/60/80 :A3Aans d0 31da 0680 80LZ :a39WnN A3Aans Z8617£ V(MOld '3DN31d 12i0zl '1ARJa 2J3AN NVIGNI S EOE9 I SS3aaatl A1a3d0ad Z88Z'iVL'998 :xel 19L6L'SEL'998 :G3wo I woo"Puele]oexe.mmmrm C11 `s-ioAa/unS pue-1 `dexeL�`d�C�► t PROPERTY ADDRESS: GENERAL SURVEYORS NOTES: SURVEYORS LEGEND: 6303 S INDIAN RIVER DRIVE, FORT PIERCE, FLORIDA 34982 1. The Legal Description used to perform this survey was supplied by others. This survey LINE TYPES ABBREVIATIONS SURVEY NUMBER:2108.0890 does not determine nor imply ownership of the lands or any fences shown hereon. --- - -- - (C) - Calculated CERTIFIEDTO: Unless otherwise noted, an examination of the abstract of title was NOT performed by iBoundaryLine (D)-Deed SHANNON GULLION the signing surveyor to determine which instruments, if any, are affecting this property. — Center Line (F) - Field Chain Link or Wire (M) - Measured 2. The purpose of this survey is to establish the boundary of the lands described by the legal Fence (P)-Plat description provided and to depict the visible improvements thereon for a pending financial ----- Easement (5)-Survey transaction. Underground footings, utilities, or other service lines, including roof eave A/C - AirConditioning overhangs were not located as part of this survey. Unless specifically stated otherwise the Edgeofwater AE - Access Easement DATE OF SURVEY: 08/09/21 purpose and intent of this survey is not for any construction activities or future planning. Iron Fence ANE-Anchor Easement 3. If there is a septic tank or drain field shown on this survey, the location depicted hereon was —°`— overhead Lines ASBL-Accessory Setback Line BUYER: SHANNON GULLION either shown to the surveyor by a third party or it was estimated by visual above ground Structure B/W-Bay/Box Window LENDER: inspection. No excavation was performed to determine its location. Survey Tie Line BC-BlockCorner BFP - Backflow Preventer 4. This survey is exclusively for a pending financial transaction and only to be used by the parties to Vinyl Fence BLDG - Building TITLE COMPANY: Whom it is certified. Wall or Party Wall BLK- Block TITLE COMMITMENT: CLIENT FILE NO: 5. Alterations to this survey map and report by other than the signing surveyor are prohibited. wood Fence BM - Benchmark BR -Bearing Reference LEGAL DESCRIPTION: 6. Dimensions are in feet and decimals thereof. SURFACE TYPES BRL- Building Restriction Line LOT 1, ROMANELLO ESTATES, ACCORDING TO THE MAP OR PLAT ' Asphalt BSMT- Basement THEREOF, AS RECORDED IN PLAT BOOK 60, PAGE 24 OF THE PUBLIC 7. Any FEMA flood zone data contained on this survey is for informational purposes only. RECORDS OF ST. LUCIE COUNTY, FLORIDA. Research to obtain said data was performed at www.fema.gov and may not reflect the most BrickorTile C-Curve recent information. Concrete C/L-CenterLine Covered Area C/P - Covered Porch 8. Unless otherwise noted "SIRC" indicates a Set Iron Rebar with a Cap stamped LB#8291, a C/S- Concrete Slab minimum half inch in diameter and eighteen inches long. , Water CATV - Cable TV Riser 9. If you are reading this survey in an electronic format, the information contained on this wood CB - Concrete Block document is only valid if this document is electronically signed as specified in Chapter SYMBOLS CH - Chord Bearing 5J17.062 (3) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Benchmark CHIM-Chimney Signature File related to this document is prominently displayed on the invoice for this survey Center Line CLF-Chain Link Fence CME - Canal Maintenance which is sent under separate cover. Manually signed and sealed logs of all survey signature - - � Central Angle or Easement files are kept in the office of the performing surveyor. Delta CO - Clean Out 10. The symbols reflected in the legend and on this survey may have been enlarged or 11-4 I CommonOwnership CONC reduced for clarity. The symbols have been plotted at the approximate center of the field - Control Point R-CConcrete COR Corner location and may not represent the actual shape or size of the feature. ® — Catch Basin ' CS/W - Concrete Sidewalk CUE -Control Utility Easement 11. Points of Interest (POI's) are select above -ground improvements, which may appear in 4k. Elevation CVG-ConcreteValleyGutter conflict with boundary, building setback or easement lines, as defined by the parameters Fire Hydrant D/W-Driveway of this survey. These POI's may not represent all items of interest to the viewer. There may Find or Set DE Drainage Easement be additional POI's which are not shown or called -out as POI's, or which are otherwise • ;Monument DF-Drain Field unknown to the surveyor. E— GuywireorAnchor DH Drill Hole DUE - Drainage & Utility 12. Utilities shown on the subject property may or may not indicate the existence of recorded 0 Manhole Easement or unrecorded utility easements. Tree i ELEV -Elevation 13. The information contained on this survey has been performed exclusively by and is the sole Utility or Light Pole J' EM Electric Meter responsibility of Exacta Land Surveyors, LLC. Additional logos or references to third party firms r-- -- ------------; well ENCL-Enclosure ENT -Entrance are for informational purposes only. _ _ __ _� EOP - Edge of Pavement 14. Pursuant to F.S. 558.0035, an individual employee or agent may not be held individually EOW -Edge of Water liable for negligence. ESMT-Easement _ FLOOD ZONE INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY 15. Due to varying construction standards, house dimensions are approximate and are not EUB- Electric Utility Box OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE intended to be used for new construction or planning. F/DH Found Drill Hole X & AE (WITH A BASE FLOOD ELEVATION OF S). THIS PROPERTY WAS FCM - Found Concrete FOUND IN ST. LUCIE COUNTY UNINCORPORATED AREAS, COMMUNITY Monument NUMBER 120285, PANEL NUMBER 0281 DATED 02/19/2020. FF- Finished Floor FIP - Found Iron Pipe JOB SPECIFIC SURVEYOR NOTES: THE BEARING REFERENCE OF SOUTH 23 DEGREES 08 MINUTES 07 SECONDS EAST IS BASED ON THE WESTERLY RIGHT-OF-WAY LINE OF S INDIAN RIVER DRIVE, LOCATED WITHIN ROMANELLO ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 60, PAGE 24 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FIPC - Found Iron Pipe & Cap FIR- Found Iron Rod FIRC - Found Iron Rod & Cap FIN - Found Nail FN&D - Found Nail & Disc FRRSPK- Found Rail Road Spike GAR- Garage GM -Gas Meter ID - Identification IE/EE - Ingress/Egress Easement ILL- Illegible INST- Instrument INT- Intersection IRRE - Irrigation Easement L- Length LAE- Limited Access Easement LB# - License No. (Business) LBE - Limited Buffer Easement LE - Landscape Easement LME- Lake/Landscape Maintenance Easement LS#- License No. (Surveyor) MB - Map Book ME - Maintenance Easement MES- Mitered End Section MF-Metal Fence MH- Manhole NR- Non -Radial NTS - Not to Scale NAVD88 - North American Vertical Datum 1988 NGVD29 - National Geodetic Vertical Datum 1929 OG - On Ground ORB - Official Records Book ORV - Official Record Volume O/A - Overall O/S - Offset OFF - Outside Subject Property OH -Overhang OHL - Overhead Utility Lines ON - Inside Subject Property P/E - Pool Equipment PB - Plat Book PC - Point of Curvature PCC - Point of Compound Curvature PCP- Permanent Control Point PI - Point of Intersection PLS - Professional Land Surveyor PLT- Planter POB - Point of Beginning POC - Point of Commencement PRC - Point of Reverse Curvature PRM - Permanent Reference Monument •EXACTA . Land Surveyors, LLC PSM - Professional Surveyor & Mapper PT - Point of Tangency PUE - Public Utility Easement R - Radius or Radial R/W - Right of Way RES - Residential RGE - Range ROE - Roof Overhang Easement RP- Radius Point S/W - Sidewalk SBL - Setback Line SCL- Survey Closure Line SCR- Screen SEC - Section SEP - Septic Tank SEW - Sewer SIRC - Set Iron Rod & Cap SMW E - Storm Water Management Easement SN&D - Set Nail and Disc SOFT - Square Feet STL- Survey Tie Line STY - Story SV - Sewer Valve SWE- Sidewalk Easement TBM - Temporary Bench Mark TEL- Telephone Facilities TOB -Top of Bank TUE -Technological Utility Easement TWP-Township TX - Transformer TYP- Typical UE - Utility Easement UG - Underground UP - Utility Pole UR- Utility Riser VF - Vinyl Fence W/C - Witness Corner W/F - Water Filter W F - Wood Fence WM - Water MeterNalve Box WV - Water valve Exacta Land Surveyors, LLC LB#8297 0: 866.735.1916 I f: 866.744.2882 3846 Blanding Boulevard, Jacksonville, FL 32210 SEE PAGE 1 OF 2 FOR MAP OF PROPERTY PAGE 2 OF 2 - NOT VALID WITHOUT ALL PAGES