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HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COM Date: I FOR APPLICATION TO BE ACCEPTED ino Permit Number: —D�6 SCANNED BY St. Lucie County Building Permit Application Planning and Development Services t Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-157R Residential PERMIT APPLICATION FOR: _ ` _ nn Address: -,-5H�2 Legal Description: S Property Tax ID #: 2—�2g— `j QZ— 00�k — QM --cj Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: �UUILIUIIa1 wLP]R w ue perrurmea unaertnis permit—chec a tat a PP Y� _Mechanical _ Gas Tank _ Gas Piping Shutters _ Electric _ Plumbing _ Sprinklers _ Generator mew ov Total Sq. Ft of Construction: _�gO �pp�" Sq. Ft. of First Floor: _ Cost of Construction: $ 1 I goo. QQ Utilities: —Sewer _ Septic c,ty; State'. Zip Code. Fax: r. Phone No. ' 77 2-- 4122 - [..F76 Z E-Mail: K/A' Fill in fee simple Title Holder on next page (if different from the Owner listed above) Na ny Lot No.(L Block No. V'ndows/Doors V Roof Building Height: City: Zip Code: 3 LA "7 9 Fax: Phone No. rj'2 E-Mail: ( y� State or County License: ��-- If value of construction.is 2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _ Not Applicable Name: Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: Address: Citv: Zip: Phone: _ Not Applicable MORTGAGE COMPANY: — Not Applicable Name: Address: City: State: Zip: Phone: BONDING COMPANY: _Not Applicable Name: _ Address: City:_ Zip: — Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures miming pools, fences, walls, signs, screen rooms and accessory uses tc anot non-resse WARNIN O OWNER:' our i ure to R cord a Notice of Commenceme ay re t i o paying twi a for improv ents to r erty. of a of Commencement must recor dad sted o jobsite befor the firs 'nsp J n. If u d to obtain financing, cons t with I de r att r y fore co enciAl or ecor Notice of Commencemen re of owner, STATE OF FLORID COUNTY OF �_V.,- ✓- The f9or,&oing instru ent was acknowledged before me this � day of �� 20V by dA e,5 �11oll s (Name of person ackno dging ) (Sige of Notary Public- State of Florida ) Personally Known OR Produced Identification _ Type of Identification P d c _ VP .,, 9R1 N MERCURI Commission No. =o`er e`er•- �Ce iate of Florida Publiz �2016 ? MY Comm. Expires May 6, ., -al N-G REVIEWS I ro COUNTER REVIEW' 1 S UPERVISOREVIEW R DATE RECEIVED DATE COMPLETED STATE OF FLORIDA , COUNTY OF Tr, � The forgoing instruA ent was acknowledged before me this gt day of /-1 v 20j_� by �q (Name of person cknowledging ) of Notary Public- State of Florida ) Personally Know OR Produced Identification Type of Identification Produced Commission No. _ J PLANS VEGETA REVIEW REVIEI p MERCURI o)_ State of Florida MY C0 m_ExPlr# EE 191359 6. 6 _*9WRTCr7 MANGROVE I REVIEW REVIEW Treasure Harvey ;ften Coast — — Profess&nai Engineer #32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. Cc� LG 1051-fad cw 7205 Elyse Circle P S L Florida 349,Z-6z2 PHONE(772) 466-5509 FAX(772) 489-3035 E-MAIL:hkoehnen@tcbeweb.com Contractor 4 n V t-t t..I 5 EZva r-wt, Owner 1!Egtpaw Date 'a /Iq- Job-Address 3464 ter} Q15� caw n BUILT UP f70 L-Y &LA-5 u dD, t31T 585 -5k NEW ROOF RE -ROOF_ RECOVERING REPAIR AREA q S Q. BUILT UP ROOF PLAN FROM MM .'rail,_ ASCE 7-10 & FBC 2010 ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN _ PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V = (4'EXPOSU REJ/A = �Kzt =1.0/h = (b JAJ12 PITCH/MEAN PARAPET ht ROOF SYSTEM Pl6A FL Lla5�Fs1 ZONE1 B @ h=30 = X — PSFx0.6 zUP ZONE 2 B @ h=30 = X = PSF x 0.6 = . - a = 3' ZONE 3 B @ h=30 = X = PSFx0.6=^(oll a= x ` MAX DESIGN PRESSURE PER NOA DECK TYPE eLYWoo(2 THICKNESS "/5 Z" 'tkLM - BASE SHEET SA.v NO. OF PLIES I r"`' m+/BONDING s 0(_F A. bH0IZItj6, FASTENER SPAONG FOR ANCHORJBASE SHEET ATTACHMENT: Field="oc @Lap, # Rows ^ @ — "oc Perimeter. — INSULATION BASE LAYER TYPE ^ TYPE OF FASTENERS/OR BONDING MATERIAL " INSULATION TOP LAYER TYPE "oc La # Rows — " . @ p, _ @= oc Corner: _ oc@Lap, # Rovds=@= oc SIZE — TYPE OF FASTENERS/OR BONDING MATERIAL NUMBER OF FASTENERS PER INSULATION BOARD: Field PLY SHEET C11— NO. OF PLIES — — TOP PLY 5;A19 NO. OF PLIES SURFACING .49APP(�E5 DRIP EDGE SIZE:9)(1 SIZE Perimeter -- Corner — TYPE OF FASTENERS/BONDING TYPE OF f^ mS/BONDING_ 501-tr ARN,94"PJ 4 MATERIAL 2 & G h. 4 i. s T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. These tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Height of 30' or Less Located in Exposures B, C or D Fable R301.2 [2]_Fi . rt c10M_--_ -( A5ca 7- tb GOMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]. 0 Exp B 160 Exp C 160 Exp C 160 Exp D 160 Exp D (One story (Two story*) (One story") (Two story ) Low:0-e Roof !> 0 to 7 degrees Zone 1 -27.6 -33.4 -38.7 -40.6 -45.9 F 7degrees = 11/2 /12 pitch Zone 2 -46.4 -56.2 -65.0 -68.3 -77.1 Zone 3 -69.8 -84.5 -97.7-1,02.7 -116.9 Roof > 7 to 27 degrees ' Zone 1 -26.3 - 30,7 - 35.5 -37,2 - 42 l l 27 degrees = 6/12 pitch Zone 2 -44,1 - 63.4 - 61.8 -64.9 - 73.3 Zone 3 -65.1 -78.8 - 91.2 - 95.7 -108" 9 Roof > 27 to 45 degrees Zone 1 45 degrees = 12/12 pitch Zone 2 Zone 3 Roof > 0 to 7 degrees zone 1 7degree8= 11/2112 pitch Zone 2 Zone 3 Roof > 7 to 27 degrees Zone 1 27 degrees = 6/12 pitch Zone 2 Zone 3 Roof > 27 to 45 degrees Zone 1 45 degrees = 12/12 pitch Zone 2 Zone 3 - 27.8 -33.7 -40.0 -40.1 -46r2 - 32.4 -39.3 -45.4 -47.7 -53.8 - 32.4 -39.3 -45 A - 47.7 -53.8 160 Exp B 150 Exp C 150 Exp C 150 Exp D 150 Exp D (one story') (tvvo story*) (one story*) ( two story•' -24.3 -29.5 -34.1 -35.8 -40.4 L -40.8 -49A -57.2 -60.0 -67.8 -61.4 -74.3 -86.0 -90.3 -102,0 b �4 -22.2 - 26.9 - 31.1 -32.7 - 36.9 -38.7 - 46.9 - 54.2 -56.9 - 64.3 -57,3 - 69.4 - 80.3 -84.3 - 95.2 - 24.8 =29.5 -34.1 -35.8 -40.4 - 28.4 34.4 -39.8 -41.8 -47.2 - 28,4 -34.4 -39.8 -41.8 -47.2 Ohe story' = one story building with a maximum mean roof height of 15 feet Two story* = two story building with a maximum mean roof height of 30 feet -if-allowed by the Miami Dade N.O.A or Florida Product Approval ., any system -that does not meet the minimum components and cladding pressures for the area that the building is located per this form mny require a Florida licensed engineer to revise the fastener spacing T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE htto://www.tcbeweb.com Florida Building Code Online t u! - �o P E S u' Page 1 ofl 7 ,.- v 1. �.w' •r;,��,: 8CIS Home Log In User Regiisb-ation Hot Topics Submit Surcharge •. Stats & Facts Business, Professional +a i USER:U� Appr OVel Regulation pr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1654-R12 Application Type Revision Code Version 2010 Application Status Approved Comments Archived _. F.l A— r0-, Publications FBC Staff BCIS Site Map Links Search Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570)384-1230 Ext242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602)363-7139 stevew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 `\�' S (800) 894-4563 jakins@polyglass.com u Category Roofing �\N 1 Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �-! Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/08/2015 Validated By John W. Knezevich, PE 't Validation Checklist - Hardcopy Received Certificate of Independence FL1654 R12 COI Trinity ERD CI - Nieminen - 2013.odf Referenced Standard and Year (of Standard) Standard ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 FM 4470 FM 4474 Year 2000 2005 2002 2000 1992 2004 hq://v,iww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 1/16/2014 rlullua Dulluing uoue unune Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/21/2013 08/26/2013 09/08/2013 10/18/2013 Page 2 of 2 FL # Model, Number or Name Description 1654.1 Polyglass SBS and APP Modified Bitumen Roof Systems SBS and APP modified bitumen roof systems Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A(-622.5 Other: 1.) The design pressure in this application relates to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. Installation Instructions FL1654 R12 II Al ER082113FINAL POLYGLASS MODBIT FL1654- R12.Ddf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL1654 R12 AE ER082113FINAL POLYGLASS MODBIT FL1654 R32.odf Created by Independent Third Party: Yes BaGc Next Contact Us :: 1240 North Monroe Street Tallahassee FL 32399 Phone: SSG-487-18 4 The State of Florida is an AA(EEO employer. Coovrioht MR-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click blere . Product Approval Accepts: E__Cl sccuritritrr: r n rc; lam http://www.ROridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 1/16/2014 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. v TRINITY ERD TABLE 1: POLYGLASs ROOF COVERS Reference Layer Material Application BP -AA Base Polyglass G2 Base, FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt -Applied) ply FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II HA at 20-40 Ibs/square, SBS-AA Base or Ply Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6 SBS, As halt -A Iled ( P PP ) Cap Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshleld TS-G FR, Polyfresko MOP, Polyfresko MOP FR HA at 20-40 Ibs/square SBS-TA (SBS, Torch -Applied) Base or Ply Elastoflex V, Elastoflex S6 Torch -Applied Ca P Elastoflex V, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshleld TS-G FR, Polyfresko MOP, Polyfresko MOP FR SBS-SA (SBS, Self -Adhering) Base Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR ` Self -Adhering N Cap Elastoflex SA P, Elastoflex SA P FR, Polyfresko SBS SAP, Polyfresko SBS SAP FR APP-TA APP, Torch -Applied) ( PP ) Base or Ply Polyglass APP Base, Polyflex, Polybond Torch -Applied Cap Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko Torch, Polyfresko Torch FR APP-SA (APP, Self -Adhering) Cap Polyflex SA P, Polyflex SA P FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Polykool, Polybianko Self -Adhering 14. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to.current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non Fibered Roof Coating or Mule -Hide ill Non-Fibrated Roof Coating; ➢ PG300 Fibered Roof Coating or Mule -Hide 102 Flbrated Roof Coating; ➢ PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Flbrated Aluminum Roof Coating; > PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Flbrated Aluminum Roof Coating; > PG700 White Reflective Roof Coating; ➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Flbrated; J> PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Flbrated; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Flbrated Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating; ➢ Polybrite 70 White Elastomeric Roof Coating. 15. The following represent priming requirements for gypsum -based coverboards: DensDeck and DensDeck Prime shall be field -primed with PG100 prior to self -adhering or torch -applied membrane application, No priming is required for hot -asphalt membrane applications. ➢ SECUROCK Gypsum -Fiber Roof Board or DensDeck DuraGuard do not require Field priming for any membrane application. 16. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1,5 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R10 for FL1654-1112 Certificate of Authorization #9503 Revision 10: 08/21/2013 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 3 of 31 yN r 5. TRINITY, ERD 4 TABLE 1E: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (See Note 1) Base Sheet Roof Cover MDP Base Fasten Attach Ply Cap (Psf) W-40 Min. x. 24-Inch plywood at max. 24-Inch spans 32,ga., 1-5/8-Inch diameter tin 6-inch o.c. in 4-Inch lap and 6- (Optional) One or SBS-AA attached 6-Inch o.c. with Elastobase or Elastobase Poly caps with it ga. annular ring Inch o.c. In four, equally q y more BP -AA, SBS- , SBS-TA, -112.5 #8 screws shank nails spaced, staggered center rows AA, SBS-TA or APP- APP-TA TA Min. 19/32-inch plywood 32 ga., 1-5/8-Inch diameter tin (Optional) One or W-41 at max. 24-Inch spans attached 6-inch o.c. with Elastobase or Elastobase Poly with poly top surface caps with 11 ga. annular ring shank nails. Note:. Tin caps are 6-Inch o.c. in 4-Inch lap and 6- Inch o.c. in four, equally more SBS-SA (no Elastoflex SA V Base SBS-SA, APP-SA, #8 screws p to be rimed with PG100 or spaced, staggered center rows P 'Base), or Elastoflex SA V FR SBS-TA or -112.5 ASTM D41 primer. SBS-TA or APP-TA APP-TA Min. 15/32-Inch thick OMG #12 Standard Roofgrip or W-42 exterior grade plywood attached per Code to meet Polyglass APP Base OMG #14 Heavy Duty (min. 1- 5/8-Inch long) with OMG 3" 6-Inch o.c. at 4-Inch lap and 6- Inch o.c. In five, equally (Optional) APP-TA APP-TA -120.0 pressure requirements. Round Metal Plates or OMG Flat spaced, staggered center rows Bottom Metal Plates Min. 15/32-Inch thick OMG #12 Standard Roofgrip or W-43 exterior grade plywood attached per Code to meet Elastobase (with sand top surface) OMG #14 Heavy Duty (min. 1- 5/8-inch long) with OMG 3" 6-Inch o.c. at 4-Inch lap and 6- Inch o.c. In five, equally (Optional) BP -AA, SBS-AA, SBS-TA or SBS-AA, SBS-TA or -120.0 pressure requirements. Round Metal Plates or OMG Flat spaced, staggered center rows APP-TA APP-TA Bottom Metal Plates Min. thick W-44 ext for graInch de plywood grad per Cade to meet attache Elastobase (with sand top surface) Trufast #12 DP or Trufast #14 HD (min. 1-5/8-Inch long) with 6-Inch o.c. at 4-Inch lap and 6- Inch o.c. in flue, equally (Optional) BP -AA or SBS-AA -120.0 pressure requirements. Trufast 3" Metal Insulation Plates spaced, staggered center rows SBS-AA TABLE 1F: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER -j System No. Deck (See Note 1) Primer Roof Cover MDP Joint Treatment Base Ply Cap (psf) Min. 19/32-Inch plywood at W-45 max. 24-Inch spans attached 6-Inch o.c. with 8d ring shank (Optional) PG100 None SBS-SA (Optional) SBS-SA, SBS-SA, APP-SA, -90.0 nails SBS-TA or APP-TA SBS-TA or APP-TA Min. 15/32-Inch plywood at Plywood joints are covered with 4-Inch wide strips Elastoflex SA V W-46 max. 24-Inch spans attached (Optional) PG100 of Elastoflex SA V Plus, rolled Into place to create Base or Elastoflex (Optional) SBS-SA, SBS-SA, APP-SA, -97 5 6-Inch o.c. with #12 screws continuous bond. SA V FR Base SBS-TA or APP-TA SBS-TA or APP-TA Min. 15/32-Inch plywood at Plywood joints are covered with 4-Inch wide strips Elastoflex SA V Plus W-47 max. 24-Inch spans attached (Optional) PG100 of Elastoflex SA V Plus, rolled into place to create or Elastoflex SA V (Optional) 5BS-SA, SBS-SA, APP-SA, -135.0 6-Inch o.c. with #12 screws continuous bond. Plus FR SBS-TA or APP-TA SBS-TA or APP-TA Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report P9290.02.08-R10 for FL1654-R12 Revision 10: 08/21/2013 Appendix 1, Page it of 31 t TRINITY " ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Page 4-5 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6 is Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 iC Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 7 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 8 1E Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9-11 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 11 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 13 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14 3A-1 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-18 3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 18-19 38 Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 19 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20-21 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22-24 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 25 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 26 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 27 5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 27 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 27 6A Gypsum New or Reroof (Tear -Off) A- 1— Bonded Insulation, Bonded Roof Cover 28 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 28-29 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 29 61) Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 29 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 30-31 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 31 The following notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: Minimum 0.75-Inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Concrete: Minimum 1-inch embedment Into pilot hole in accordance with fastener manufacturer's published Installation Instructions. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Evaluation Report 139290.02.08-11f 10 or FL1654-R12 Revision 08/21/2013 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 1 of 31 T reasure Harve,,� --Pehnen 7205 Elyse Circli C cast. Profess._ _- l Engineer #32831 P 5 L Florida 34S 12 B uilding Architect #AR0009471 PHONE(772) 466-5509 E ngineers, Certified General Contractor #CGCO24776 FAX(772) 489-3035 Inc. E-MAIL Contractor G O1- L- l w z V_O o fzl ts� Owner Pak D a uv Date 8 2� 4-- JobAddress-:�,45'4- <o rjQ5r<_ 13L,L,t7- METAL ROOFING (,v1-14' &&,,fty? VV 21oj.At &ALY CW►A NEW ROOF RE -ROOF REPAIR AREA La54 ■ m■■■eoe■e■o©�■em®■■■■■ m m■m■ m ME ( .11 " 4in . i 11 r un h d " on ) I I I I I I I I I I I I I I S actd " o c. s�e ds 1 *rld Itot�usles IIII IIIII II Illllllli[IIIIIIIIIIIIII ASCE 7-10 & FBC 2010 ENCLOSED BLDG )_ SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CPI 2/V = 1 G o /EXPOSU RE___L3� = 1 ) 0 /Kzt =1.0/h 1 ( / ? /12 PITCH - ROOF SYSTEM 57V G(Z1r-Xf N-eAyG 1 ZONEIP@ @ h=30 = X = PSFx0.6=-25Z *�Q ZONE 2P@ @ h=30 = x = PSFx0.6=_14� ZONE 3P@ @ h=30 = x - PSFx0.6=-005•( a= MAX DESIGN PRESSURE PER NOA -- qq Z5 C,0D o" D.C. DECK TYPE p1,�u7Do(_ THICKNESS 15/3 z° WNZ BASES EET J6FG ni �j j� NO. OF PLIES I FASTENERTYPE SPACING 5CL-F^0114E9�41'je`' PLY SHEET -- NO. OF PLIES - FASTENERTYPE - - SPACING ^ TOP PLY NO, OF PLIES FASTENERTYPE '— SPACING INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS: SPACING FIELD PERIMETER CORNERS - INSULATION TOP LAYER TYPE -- SIZE TYPE OF FASTENERS/OR BONDING MATERIAL q, to L/2 Upoop sG,SALPs w «I't -'ear.1.L'tiw wFCS kjavS DRIP EDGE SIZE 3XI DRIP MATERIALWPAA,A.) FLASHING MATERIAL 24A &4.%. � �g- P,AtS�„ FASTENER SPACING FOR METAL ROOF PANELS: FIELD ke" PERIMETERS_ CORNERt&" A-t 4�V5 �"It 'I�T� r1ullud DU11U111g I.VUc 11111111E 1 agi, 1 Vl J i • BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines���. • - Professional ' ' v u r.:- PUt User FraYuct Np'ir_yrat_enu > Product or Aoolication Search > Aoolir ,ion List > Application Detail 1 i � t FL ;r FL11651-R1 } Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoastsupply.com Authorized Signature Ray Bowen ray@gulfcoastsupply.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Terrence E. Wolfe �� developed the Evaluation Report � }� Florida License PE-44923�ti Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2014 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL11651 R1 COI Letter of Certif.odf FL11651 RI COI Letter of I -Jame COI Letter of char �oepdf Referenced Standard and Year (of Standard) Standard Year FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards http://www.floridabuilding-org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f-fr... 3/21/2013 rionua. lSulluing l.oue unmir, i agv, -r vi details. For use in HVHZ Zones. Roof 2010Fa mat.pdf Created by Independent Third Party: Yes 11651.13 1126 Ga. 5V Crimp 1126 Ga. 5V Crimp over 5/32" lywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 26 Ga. 5V Crimp over plywood detailsMON HVHZ.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-131.PSF Created by Independent Third Party: Yes Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 Evaluation Reports psf @ 16"—Ft. fastenernattern. Install per manufacturers FL11651 RI AE 5V Crimo Panel over .5 Plvt-good MON details. Not for use In HVHZ Zones. 1HVHZ Roof 2010 format.odf Created by Independent Third Party: Yes 11651.14 26 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI Ii 26 Ga. 5V Crimp over 1x4 ourlins NHVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-149.2PSF Created by Independent Third Party: Yes Other:-149.25 psf @ 16" o.c. fastener pattern. Install Evaluation Reports per manufacturers details. Not for use In HVHZ Zones. FL11651 R1 AE 5V Crimp Panel over 1:<4 wood ourlins NOid HVHZ Roof 2010 Format.odf Created by Independent Third Party: Yes 11651.15 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 26 Ga. Gulf Lock over .5 olywood details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-161.OPSF Created by Independent Third Party: Yes Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. - Evaluation Reports 161.0 psf @ 5 3/16" o.c. fastener spacing. Install per FL11651 RI AE 26 pa. Gulf lock over 15-32 Piyurood Roof format.odf manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.16 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI II 26 Ga. Gulf Lock 16 in over .5 oly ood NHVHZ details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-63.5PSF Created by Independent Third Party: Yes Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. Install Evaluation Reports per manufacturers details. Not for use in HVHZ Zones. FL11651 RI AE ._6 aa. Gulf lock over 15-32 Pivv:oed Roof.odf Created by Independent Third Party: Yes 11651.17 1126 Ga. PBR 1126 Ga. PBR 36" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 11 26 Ga. PBR over .5 plywood NonHVHZ detail.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other: -59.25 psf @ 24" o.c. fastener spacing.-154.75 Evaluation Reports psf @ 12" o.c. fastener spacing. Install per FL11651 R1 AE 26 Ga. PBR Panel over .5 olvwood 410NHV1-lZ Roof 2010 format.Ddf manufacturers details. Not for use in HVHZ Zones. 11 Created by Independent Third Party: Yes 11651.18 26 Ga. PBR 26 Ga. PBR Roof Panel over 1 x 4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI iI 26 Ga. PBR over 1x4 purlins HVHZ details. df Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -100.5 psf @ 24" o_c. fastener spacing.-151.75 Evaluation Reports psf @ 12" o.c. fastener spacing. Install per FL11651 R1 AE 26 Ga. PBR Panel over 1x4 HVHZ Roof 2010 format.adf manufacturers details. For use in HVHZ Zones. 11 Created by Independent Third Party: Yes 11651.19 26 Ga. PBR 26 Ga. PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI II 26 oa. PBR over .5 plywood HVHZ detail.odf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5Kp/p2fFr... 3/21/2013 26 Ga. 5V Crimp over 15/3211 P 5-V CRIMP EXPOSED FASTENER SYSTEM 24" O.C. NOMINAL COVERAGE A A V TYPICAL FASTENER PATTERN w r- /-9-15 x V/2" WOOD SCREW W/WASHER Al. A jifft' Aa A A FASTENER PATTERN @ PANEL END & LAPS 0SN& N .44923 'POW GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET -ZOR: HORSESHOE BEACH, FL 32648 888-393-0335 FEB 0 9 2012 Norida Building Code Online /yteri�G Men r �ti Page 1 of 2 m115 ida Uepar—i le;)t J BCIS Home ; Log in : User Registration Hot Topics Submit Surcharge Stats & Fads .%rBusines'' al Profession.h ��' Product Approval USER: Public User Regulation Product Approval Menu > Product or Ai d 3 a— ,+• FL # :. `..... Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature )pllcation Search > Application List > Application Detail FL5259-R18 Revision 2010 Approved POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext242 jakins@polyglass.com James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass.com Quality Assurance Representative lames Akins Address/Phone/Email 5S5 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800)894-4563 Jakins@polyglass.com fi 1 Y Publications : F8C Staff BC[S Site Map Links Search Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/08/2015 Validated By John W. Knezevich, PE J Validation Checklist - Hardcopy Received Certificate of Independence FL5259 R18 COI Trinity ERD CI - Nieminen - 2013 odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2001 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2002 ASTM G154 2005 ASTM G155 2005 FM 4474 2004 FRSA/TRI07320 2005 TAS 103 1995 Equivalence of Product Standards Certified By hq://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 8/20/2013 Florida Building Code Online i� Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Products Method 1 Option D 04/26/2013 04/26/2013 05/03/2013 06/11/2013 FL # JMcdelNumber or Name Description 5259.1 lPolyglass .Of Undedayments Roofing underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 RIB II er042613FINAL POLYGLASS UNDERLAYMENTS FL5259- R18. df Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one Created by Independent Third Party: Yes Evaluation Reports particular underlayment system for use under foam -on the systems. Refer to ER Section 5.5.2 for other systems and maximum design FL5259 R18 AE er042613FINAL POLYGLASS UNDERLAYMENTS FIL 259 R18.odf pressures. 2.) Refer to ER Section 5 for other limits of use. Created by Independent Third Party: Yes Contact Us :: 1940 North Monme Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F_S., please click ere . Product Approval Accepts: SW CrdiditXa­ t r'S http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwiDgvbSgAaZp3Crk... 8/20/2013 EXTERIOR RESEARCH & DESIGN, LLC. 1 Certificate of Authorization #9503 1 l ' 353 CHRISTIAN STREET, UNIT #13 TRINITY ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R13 150 Lyon Drive FL5259-1118 Fernley, NV 98408 Date of Issuance: 02/24/2009 Revision 13: 04/26/2013 SCOPE: This Evaluation Report is issued under Rule 9N-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 and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD 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 10. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/26/2013 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. TrinitylERD 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. Entity Examination Polyglass USA Materials Affidavit UL, LLC. (QUA9625) Quality Control 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlavments: TRINITY: ERD Reference Date Polystick SA Compound 08/18/2011 Service Confirmation Exp. 08/08/2015 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 Self -Adhering Underlavments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 Polystick TU is a nominal 100-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 170 g/m2 polyester fabric surface; meets TAS 103. 4.2.7 Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are a polyester reinforced, APP modified bitumen cap sheets. 4.2.8 Dual ProTTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.2.9 Tile ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.3 Mechanically Fastened and/or Bonded Underlavments• 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Polyglass 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 AH] for approval based on this evaluation combined with supporting data for the .prepared roof covering. 5.4 Allowable roof covers applied atop the underlayments are as follows: Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13 Certificate of Authorization #9503 FL5259-RIB Revision 13. 04/26/2013 Page 3 of 10 y i TRINITY ER© Table 1: Roof Cover Options Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal wood Shakes & Slate Shingles Elastobase Yes Yes No Yes Yes Yes Elastobase P Yes Yes No Yes Yes Yes Polystick MTS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU Yes Yes es No Yes Yes See 5.Polystick TU P Yes Yes es No Yes Yes See 5.Polystick TU Plus Yes Yes Yes See 5.4.1 Yes Yes Yes Polystick TU Max No Yes Yes No No No See 5.4.1 Dual Pro Yes Yes No Yes Yes Yes Tile Pro Yes Yes Yes See 5.4.1 Yes Yes Yes Elastoflex S6 G Yes Yes Yes No Yes Yes See SAA Elastoflex S6 G FR Yes Yes No No Yes Yes Polyflex G Yes Yes Yes No Yes Yes See 5.4.1 Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes See 5.4.1 Mule -Hide SA-APP Cap Sheet Yes Yes Yes or SA-APP Cap Sheet (FR) See 5.4.1 No Yes Yes 5.4.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Polyfoam PolyPro AH160: Polystick TU, Polystick TU P, Polystick TU Plus, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro. ➢ 3M"" 2-Component Roof Tile Adhesive AH-160: Polystick TU Max ➢ Dow TileBond: Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro ➢ Convenience Products' Touch `n Seal StormBond Roof Tile Adhesive: Polystick TU Plus, Polystick TU Max 5.4.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 5.4.3 A 2-ply underlayment system, consisting of Polystick MTS followed by Polystick MTS, TU, TU P, TU Plus or TU Max, or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. This is not a requirement, but is allowable if a 2-ply Underlayment system is desired. Exterior Research and Design, LLC. Evaluation Report P12060,02.09-R13 Certificate of Authorization #9503 FL5259-RIS Revision 13: 04/26/2013 Page 4of10 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE it 3989335 OR BC,' ")666 PAGE 2025, Recorded 08/28/2014 08:47 AM ftertnit No. State of FkvWa County Of SL Lucie NOTICE OF COMMENCEMENT Tax FoltoNo, PLIVE-702-0041e-(1m-`I The undersigned hamby loves notica that Improvement will be made to cestaln real property, and In accordance wlth Chapter713, Florida Statutes, the fdlowing Infomntlon Is provided In this Notice of Commencement Owner irftnatlonnorlesset1FrdvrpetlmBfheLessee contracted for the Improvement: Name 'nP"rM ��grr�pLJ Address AAG* S•wrnse lv Skoye - RRZ IMerestln properbr..oCESIA Name and address of fee simpletitleholder (IfdRferentfrom OWw listed above): Contractors Surety (If applicable, a copy of tie payment bed B rdfjwd): Amount of bond: $ Name and address: 00's`X} Phone number. Le ndw Nenc Phone Number. L=Ws addresx 0'9/i* IF Porcancvsitldn thoStam of Narida I III - by Owner upon whom notices or odwr doc mernts may be served as provided by Section ZQMIJ (aP, FAddasatut- Noma: .� Phone Number Address _ In additlm to idmseif, orherself, Owrwrdeslignan of to receive a copy of the Uewrs Notice as provided In Section Z13,78(1) (b), Florida Statutes Phone number of person oremfty desipwted by owner. Erpirrtim date oferode-of oomme nxment: (the erpiratlm data may not be before the completion ofand final payment to the contractor, but will be Iyear from the data of recording unless a different data Is spedfied) WARNING TO OWNER: ANY PAYMENTS MADE aYTME OWNER AFTER TME EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER OUIPTER 7L% PART 1, SECTION 712113, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECIION. IFYOU INTEND TOOBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty ofpedury,Ided a have red the foregoIng notice of commencement and that the facts stated therein are true to the best of mylanowiedge belief. (Slgnatura d Owner ortessae, s or lessee's Authodned ORlcar/Direetor/Partrner/Manager OwlwC (SlEetory4 Tltle/dfloe) Theforegdnglmtru, w was admowiedjedbefore methb-E2dayof * 2.0A By tkuen rdto. ,) act for NameofPerson AAareuthor{t1N) H I 4�ee) Party onbehatfofwhomInstrument was eT c— s t.ao"V Tel7Ofl0llyImown orproducedldentiflratlw_ tureofNe ublic-StmofFlorida) a :ate (Pdnt, Type, orStamp Commisdoned Name of Notary Publkrm -a w •.o $e of Identification produced �_ STATE OF FLNIDA ST. LOOIE COOM TNBS 1' - TRUE ORIG JT _ Planning & Developrner'k _f %rvices Building_& Code Regulation Division 2300 Virginia Avenue ltl' fl L. l Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # t_i1 Als , licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Buildin , Residential or Roofing Contractor or any individual certified under 468 FS. to make such an inspection. i On or about I did personally inspect the roof deck nailing II( (Date) work at: �-1 ! �r Signa�Gr STATE OF FLORI A COUNTY OF bt Sworn to. -,and srlb by i66- -� Notary Public, Stab Signature of Notar) Commission Numb j En 01/19/2011 I ; t and Seal � n� ee EAVCk F tRXCe_R=. (Job site address) n I have determined the installation was done according to the Hurricane base n 553. 44 FS.) e� p,5-E-o1 l License # qti ry�►r �icr'bed before me this v 20 fi 7 C WlidenV ersonally know o me or who has produced as a ion. of FI "sells SRIAN MERCURI r dry Public - State of Florida. 'r My Comm..Expfrea May 8, 2018 Commiseion * EE 191359