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HomeMy WebLinkAboutProduct Approval (2) 3f2112018 Florida Building Code Online r 5 Y f o ', Lng 1n Uge F is Sv.it r t .1 Tonic' _�Ub:'-:<.,.;it'ha'ge .-tat. fact- Iutrkattr.� -BC.S arr _ EC*S 5?far Product Approval ii 41 tT i t ti k. tj USER PubiiC tisc, ;!a?tti,a.r,�v_c2= ?,v:..— .._,::*u _.__... >= i._! _ Application Detail FL f f_6332-RS 7 Application Type Revision Code Version 2017 Application Status_ Approved Comments Archived Product Manufacturer 1CP Adhesives 8 Sealants,Inc. Address/Phone/Erriaii 12505 NW 44th Street Coral Springs, FL 33065 (888)774-1419 Ext 7.01 rylipelkonen g icpadhesives.com Authorized Signature Riku Ylipelkonen rylipelkonena,ic..padhesi I ves.com Technical Representative Address/Phone/Email Quality Assurance Rep'esentative Address/Phone/Email Category Roofing Subcategory Roof Tile Adhesives Compliance Method Evaluation Report from'a Florida Registered Architect or a Licensed Floi idt, Professional Engineer Evaluation Report-,Hardcopy Recei�ed Florida Engineer or Architect Name who developed Robert Nierninen the Evaluation Report Florida License PE-591.66 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 02/07/2021 Validated By John W. Knezevich, PE Validation Checklist-Ha'-dcopY Rec eived Certificate of Independence FL(332._.R ._COI_,2017 o1_cot..._wien:ar.er,.pr�f Referenced Standard and Year(ef Standard) $tandard Year SSTD 11 1997 Equivalence of Product Standards Certified By Sections from the Code r Product Approval Method Method 1. Option D L•ttps:l/vmAv.8oridabuilding.org/pr/pr app_dtl.aspx?param=wGEVY.Q�,ADquanCtKft6f%2ftO%: b3ax6XpXuocQWl<cLM2j%2bQ%3d 112 3l2112018 Florida Building Code Online i Date Submitted 1.0/12/201.7 Date Validated J 0 14/2017 Date Pending FBC Approval 1.0/17/2017 Date Approved 12/12/2017 I Summary of.Products � FL# Model,Number or Name I Description _.. _ . 6332.1 1CP Adhesives Poly et AH-1.60 i Dual component expanding holyuraharte roof the adhes vn Limits of Use Installation Instructions , Approved for use in HVHZ: No l 1't6332_R 1 II ytt 1_Ln_LINAL_ER ,t3=F Aht Ss�_ Approved for use outside HVHZ: Yes Impact Resistant: N/A ; Verified By: Robert Nierninen PE-59166 Design Pressure: -l-n/a/-178 Created by Independent Third Party:Yes other: 1.)The design pressure limitation in this application Evaluation Reports refers to hip and ridge tiles in ore configuration:. Refer to Table Ft 6'3? 2 of EP,for all hip and ridge file limitations.2 )Field tiles are cF }cif designed based on overturning moment resistance. Refer to Created by Independent Third Party.Yes Table 1 of ER for field tile limitations.3.)Refer to ER Sections 5 for other Limitations of Use- ; Coat., 26'i1 Ft_32sc�o at,0..- _ 14 .._btatt'of Flonda s 3❑'A/EEG employ>_::L21e,.Igi t a�:-:!13 5rate of Fi:;Hda. under tloaida lay:,enact addresses are public r c-L.:_If you L ut wiv't'+our e_m?!I addres4 read to this cotity,Instead,ccn-ac,the affim in cl by tad banal rud if you have z y pfe'jc+Cott? C.A50. L+7.1345. c -a !!r ti.t. 4ti St11,FI^(iCa SWLU'i-5,-2ffuCtrve Oc:o!' ./ z,I 1 CE ItCEnsed VltUer Chept Er 4{5 r.s vivst c+'de the DE.m tn'ent with art: +a dr S c,t.. he�mad5 arov'rded ma•y b=u e i f f ef(.c:al i_ru: ca to th ti•e Irc^nsee M cover er ad alddress are public re�'ord.if you do no! •r t Vpfi a .r;t ded-ess,please provide the Dec3 tmen;.vqh L.t e,:3d addrrss whir-h ran be made available to the�,i&c.To determine it you are a hcemee please click here. Product Approval Accepts: 'FFf�r � �3 t:'faw• Safe I I I I I https://wvAv.floridal)uilding.org/pr/pr_app_dtl.aspx?param=wGE\%XotnDquanCtKft6f%2ffA%2b3ax6XpXuocQ'P,11<cLM2j 1o21C1%3d 212 EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization 110503 353 C�IRISTIAN STREET, UNIT 13 IT� ERD OXFORD,CT 06478 (203)262-9245 _EVALUATION REPORT ICP Adhesives and Sealants,Inc. Evaluation Report 02768.03.06-R8 12505 NW 44th Street FL6332-RB Coral Springs, FL 33065 Date of issuance:08/08/2008 (888)774-1419 Revision 8:10/12/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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 product dI scribed here i{In has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. i DESCRIPTION: ICP Adhesives Polyset"AH-160 LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. I _ 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. Trinity)ERD requires)a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. 1I ADVERT15EME-NT:The Evaluation Report number preceded by the words "trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,thenr it shall bed lne 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. j This Evaluation Report consists of pages 1 through 9. Prepared by: .�.r nr.. Robertl.M. Nieminen P.E. r � � The facsimile seal appearing was authon,.ao Oq R tart Florida Registration No.59166, Florida DCA ANE1983 Nieminen,F.E.on 10)12!201].Tt,r;rine not Gene as an ;�,;,;,,,,,,: ' electronically signed document.. CERTIFICATION OF INDEPENDENCE: { 1. Exterior Research&Design,LLC.d/b/a Trinity l ERD 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. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by ar;y 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 tax 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 TrinitylERD 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. J1 I I I Tell T ( ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing ' Sub-Category: Roof Tile Adhesives 1 Compliance Statement: ICP Adhesives Polyset° AH-160, as produced by ICP Adhesives and Sealants, Inc., has demonstrated compliance with the 6"' Edition (2017) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. r 2. STANDARDS: Sections Property Standard Year 1504.2.1.1 Overturning resistance SSTD 11 1997 3. REFERENCES: Entity Examination Reference ? Date ERD(TST 6049) Static Uplift-SSTD 11 P39740.02.12 02/20/2012 ERD(TST 6049) Static Uplift-SSTD 11 P39740.11-13,R1 01/02/2015 ICC-ES EVL2396 2012 IBC Compliance ESR-1709 12/01/2016 Miami-Dade(CER 1592) HVHZ compliance 17-0322.03 04/27/2017 PRI(TST 5878) Static Uplift-.SSTD 11 ECM-001-02-0,1 00/21/2001 PRI(TST 5878) Static Uplift-SSTD 11 PFI-006-02-01; 05/09/2005 PRI(TST 5878) Static Uplift-SSTD 11 PFI-006-02-021, 05/09/2005 PRI(TST 5878) Static Uplift-SSTD 11 PFI-007-02-01 10/11/2005 PRI(TST 5878) Static Uplift-SSTD 11 PFI-008-02-04 02/21/2006 PRI(TST 5878) Static Uplift-SSTD 11 PFI-009-02-031 02/21/2006 PRI(TST 5873) Static Uplift-SSTD 11 TGRI-001-02-03 i 10/30/2006 PRI(TST 5878) Static Uplift-SSTD 11 TGRI.001-02-03 + 10/30/2006 PRI(TST 5878) Static Uplift-SSTD 11 PFPI-010-02-01 12/07/2006 PRI(TST 5878) Static Uplift-SSTD it PFPI-011-62-01 12/07/2006 PRI(TST S878) Static Uplift-SSTD 11 PFPI-012-02-01 12/07/2006 PRI(TST 5878) Static Uplift-SSTD 11 PF13I-013-02-01 12/07/2006 PRI(TST 5878) Static Uplift-SSTD 11 PFPI-01.4-02-Oil 12/07/2006 PRI(TST 5878) Static Uplift-SSTD 11 ECM-003-02-01 06/13/2008 PRI(TST 5878) Static Uplift-SSTD 11 ECM-004-02-01 06/13/2008 PRI(TST 5878) Static Uplift-SSTD 11 ECM-005-02-01 06/13/2008 PRI(TST 5878) Static Uplift-SSTD 11. ECM-006-02-01 06/13/2008 PRI(TST 5878) Static Uplift-SSTD 11. ECM-007-02-01 06/13/2008 PRI(TST 5878) Static Uplift-SSTD 11 ECM-008-02-01 06/13/2008 UL LLC.(QUA 9625) Quality Assurance Service Confirmation i Exp.06/OS/2018 4. PRODUCT DESCRIPTION: 4.1 ICP Adhesives Polyset AH-160 is a two-component expanding polyurethane roof the adhesive that is rnixed and dispensed from a dispensing system provided by ICP Adhesives and Sealants, Inc. The components are available in refillable tanks or disposable cylinders(ICP Adhesives P'roPack°30&100). 5. LIMITATIONS: 5.1 This is a building code evaluation- Neither Trinity)ERD nor Robert IJieminen, P.E. are,in any way,the Designer of Record for any project on which this Evaluation Report, or previous versi ris thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in F0C HVHZ jurisdictions. i Exterior Resenrch and Design,LLC. Evaluation Report 02768.03.06-R8 Certificate of Aufhorirafion#9503 G"`EDITION(2017)FfiC NON-HVHZ EVALUATION rL63=2-f1,S ICP Adhesives Polyset'AH-160;(888)774-1419 Revision 8:10/32/2017 Page 2 of 9 i i f TRI I 1= �_ i 5.3 Fire classification is not part of this evaluation. Refer to a current Roofing Materials Directory for fire ratings of this product and FBC 1505.2. 5,4 ICP Adhesives PolysetO AH-160 can be used with flat,low and high profile tiles or any rigid,discontinuous roof assembly having a current Florida Statewide Product Approval or approved on a local-level-by the Authority Having Jurisdiction. 5.5 Minimum underlayment shall be per FRSA/TRI April 2012 (0442) or having a current Florida Statewide Product Approval or approved on a local-level by the Authority Having Jurisdiction for use with ICP Adhesives PolysetO AH-160. 5.6 Field tiles, meeting the limitations of FBC 1609.5.3, using lCP Adhesives PolysetO AH-160 are limited to projects having an Aerodynamic Uplift Moment (Mj, determined in accordance with FBC 1609.5.3 or Tables 2A and 213 of FRSA/TRI April 2012 (04-12), not greater than the;following Allowable Overturning Moment values. Refer to Section 10 and ICP Adhesives and Sealants, lint. published installation instructions for Adhesive Paddy Placement details. .TABLE1: FIELDTILES?IN1CPADHESIVES,POLYSW"AH-160 ALLOWABLE OVERTURNING MOMENT PERFORMANCE DATA. 2 r01 MARGINOF SAFETY AtREADYAPPLIED FOR INDEPENDENT(SINGIEORCONTINUOUS PADDY)PLACEMENT . MARGIN .APP IED FOR INTERDEPENDENT TWO PADDY PLACEMENT .�-4 TO 1 MARGINOPSAFETYALREADY .L f I Tile(FBC 1609.5.3) Allowable Adhesive Paddy Placement overturning Type Profile Moment(ft-lbt) Independent;Single Paddy,Medium(2x7-inch,—36 gram) I 60 Flat Independent;Single Paddy,Large(2x10 inch,—45 gram) 112 Clay or Concrete _ _......._...._ Interdependent;Two Paddy(44-inch on underlayment,2x4-inch 4t tile overlap) 54 Independent;Single Paddy,Medium(20-inch,—3bgram) 39_ Clay or Low/ Independent;Single Paddy,Large(2x10-inch,—54 gram) 67 Concrete Medium — -- Interdependent;Two Paddy(4x4-inch on underlayment,2x4-inch at tile overlap) 58 Clay High Independent;Single Paddy,Large(WO-inch,—45 gram) j 134 Independent;Single Paddy,Medium(2x7-inch,—30 gram) 65 Concrete Clay High Independent;Single Paddy,Large(2x10-inch,—63 gram) 109 Interdependent;Two Paddy(4x4-inch on underlayment)2x4-inch at tile.overlap) 40 _ Clay [carrel 2x10-inch x—35 gram for pans;2 @ WO-inch x—1.7 gram for cap _147 Concrete Barrel WO-inch x—35 gram for pans;2 @ WO-inch x—17 gram for cap 107 Cap atop 2x 1 Clay stringer Independent:Continuous Paddy(-34 gram/ft) 135 Cap atop 2x Concrete stringer Independent:Continuous Paddy(—34 gram/ft) 116—_ Cap atop 2x Interdependent: I j Clay lOS stringer Head:One(1)410 x 2'/::"screw;Overlap:1 x 6 inch(-10.5 gram) Cap atop 2x Interdependent: 76 Concrete ,,,, stringer Head:One(1)n10 x 2, screw;Overlap:1 x 6 inch("10.5 gram) _ I 5.6.1 Data in Table 1 relates to installation over a '30/90' underlayment system, as detailed in the FRSA/TRI April) 2012 (04-12). Alternate underlayment systems include those having a current Florida Statewide Product Approval and/or approved on a local-level by the Authority Having Jurisdiction specifically for use with ICP Adhesives Polyseta'AH-160. 5.6.2. Tile-roof systems using tile types or profiles other than those listed above acquiring acceptance for use with ICP Adhesives PolysetO AH-160 shall be tested in accordance with SSTD 11 or TIesting Application Standard TAS 101. For the interdependent two-paddy method, an additional 2-to-1 margin above that specified in SSTD 11 or Testing Application Standard TAS 101 shall be applied in determining the'allowable overturning moment'. Exterior Research and Design,I.I.C. Evaluation Report 02768.03.06-RB Certificate ofADthorhation 89503 6'"FDITION(2017)FGC NOIV-HVHZ EVALUATION FL6332-R9 ICP Adhesives.PolysetO AH-160;(888)774-1419 Revision 8:10/12/2017 Page 3 of 9 I I I 9 I I r I 5.7 Hip and ridge tiles using ICP Adhesives Polyset'AH-160 are limited to projects having hip/ridge design pressure requirements, determined in accordance with Table 1A of FRSA/TRI April 2012 (01-12), not greater than the following values. Refer to ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. TABLE 2 HIP&RIDGE Ta IN ICP ADHESIVES POLYSET®AH-160 ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA 2 To 1.h1ARGINOFSAFETYALREADY APPLIED FOR INDEPENDEN)fCONTINUOUS PADDY PIACFINENT f 4,iol-mARGINDFSAFE7YALREADYAPPLtEDFOF11N1FRDEPENDENTPLACEMFNT, 1 Allowable Tile Substrate Attachment Method Design Pressure (psi) Clay 2x PT ridge board Independent:Continuous Paddy(-3It gram/ft) 116 _ # Concrete 2x PT ride board Independent:Conti nuous Paddy(-34 gram/ft) 107 Interdependent:Head:One(1)#10 x 2Y,"screw; 90 Clay 2x PT ridge board Overlap:1 x 6 inch('"10.S gram) Interdependent:Head:One(1)#10 x 2%"screw; SG Concrete 2x PT ridge board } Overlap:1 x 6 inch(-10.S gram) 1 Clay or Hip&Ridge Channel Metal(FL5374): Concrete golvanized only f Independent:Continuous Paddy("314 gram/ft) 169 v Clay or Trim'Lock"(F1-537.4).vlurnintim; 1 ,Independenf:Continuous Paddy("314 gram%ft) 173 Concrete galvanized,Golvolume`'or stainless steel Clay or Trim Lock'"Plus(FL5374): aluminum' Independent:Continuous Paddy(~34 gram/ft) 178 Concrete golvanized,Golvolume"'orstainless-steel Clay Top Notch(FL8095) Independent:Continuous Paddy( 32 gram/ft) 12S Concrete Top Notch(FL8095) Independent:Continuous Paddy( 32 grarn/ft) 14G 6. INSTALLATION: 6.1 ICP Adhesives Polyset° AH-160 and the tile roof assembly shall)be installed in accordance with FRSA/TRI April 2012 (04-12) and ICP Adhesives and Sealants, Inc. published installation instructions, subject to the limitations outlined in Section 5. 6.2 Hip and ridge boards or hip/ridge metal shall be installed in accordance with the iRSA/TRI April 2012 (04-12). Proprietary hip and ridge metal shall be installed in accordance with the manufacturer's Florida Product Approval. 6.3 Installation shall be performed by applicators who hold a valid Civalified Appli ator Card presented by ICP Adhesives and Sealants,Inc. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Tomball,TX 9. QUALITY ASSURANCE ENTITY: UL,LLC.-QUA9625;(847)664-3623;LeAnna.Gradecki@ul.com Exterior Research a nd Design,U.C. Evaluation Report 02768.03.06-RS Certificate of Authorization 09503 6"'EDITION(2017)FBC NON-HVHZ EVALUATION 1`1-6332418 ICP Adhesives Polyset AH-160;(888)774-1419 Revision 8:30/12/2017 Page 4 of 9 I I I � _ _! TRINITY ERD 10. PADDY PLACEMENT DETAILS(FROM ICP ADHESIVES AND SEALANTS,INC.PUBLISHED LITERATUIRE): 10.1 Independent,Medium Paddy: Nail through plastic cenwrit Paddy(Benpall,Tile) (When required), Nall through plastic cement (when required) Underlaynient Paddy(Beneath Tile) Underlayment "4 ae 4A 1; 7 in 7 in; Bat ter;sopti Oil Al Eave course, Battens optional Fascin 2 EaVOCIUSUle Eave Eave Clnsur,- Flat/Low Profile Tile Medium ProfileTile Nall through plastic cement-, (when required) Paddy(Beneath Tile) Underlayment 7 in:-- *7 2 in. Battens optional V IN Eave Course Fascia ar V, W."Ph.le Eave closure 10 i n 2111. Drip edge High Profile Tile Exterior Research and Design,LLC. Evaluation Report 02768.03.06-R8 Certificate of Aurhorization#9503 6'"EDITION(2017)FBC NON-11VIA2 EVALUATION FL0324,18 ICP Adhesives PolysetO AH-160;(898)774-1419 Revision 8:10/12/2017 Page 5 of 9 I 10.2 Independent,large Paddy: Nail through plastic cement Paddy fReneath Tile) Iwhen required} / ' Nail Through plast}c,centent (when required) Underlaymelit ` Paddy(Beneath Tilc•! f Underlayment r r � c � in.x Battens optinnal 2in,wlde,� Eave Course , •< B,iltelt5 Optlondl f �`� '` 't lOnl •w +2i.j J,ff -�,-J21rt.-='� r •Fascia a:� .1Y .�• 'rr srJ�' �/'-� _ r �• Eave Clos tl re Eave Course,. F Ewe Clowre -=?':�- a5f1d I Flat/Low Profile Tile MediLnn Profile Tile ;i Nail through plastic cePlent-, ,when regnirad) Paddy(BenealhTile; Underhiyment IOln.x ti 2 in.wide f Battens j option.11 i Eave course ` >t '" • Fascia Weephole 10 in. 2 in. Eave dostlte `'�a Drip edge High Profile Tile I I i Exterior Research and Design,LLC. Evaluation Report 02768.03.06-R8 Certificate of Authorization99503 6'''I-DITION(2017)FBC 1,;ON-HVI-R EVALUATION FL6332-I,9 2 ICP Adhesives Poly .set AH 160.I I 888 774 1419 Revision 8-10/1 /201.7 Page 6 of 9 l - I - s RIND 'ERE-) 10.3 Interdependent,Two Paddy: Nail through plastic cement Paddy(between tiles) C jwhenrequired), '"`, Nailthrough plastic cement 5inglepaddy+oldertilN i y (vi hen required) j F Pad flattens optional :{ j by Pad( (between tiles} s:. i Paddyiunder tile( v� r Single paddy ' Baltcns , f Paddyiundertile} i on top of ti{e 1 optional y {i ( to 4x4 in. r >{ Single paddy Single paddy } on of Mile. » ' tmdHrWit '' , ,,,.ti P Single paddy x 4i "� �� r 4n. an underlayment ."k 2 x 4 m. Singly paddy on underlaymontc »y y' Fascin 10 m ,t, tl Eave Closure `--Eave Onsure Eave Cot rse as \_-.. Fascia i Flat/Low Profile Tile Medium Firo�fileTile Nail through plasticcetpent Single paddy under tile (when required; Paddy(between 14C.0 Battens optional paddy'{underfile) (,'` r f Sin glbpa dcly' :% on untlerl2yment �°k J 4x4in. Single Paddy on topoftil.•' T t p tsY rr R rr f, r , Eavc CaursC Fascia / LtfeephOle ti f -'Lave closure Drip edge High Profile Tile I i I I Exterior Research and Design,t.LC. Evaluation Report 02768.03.06-R8 Certificate ojAutHorUption 99503 6"`FUATIDN'(201.7)FBC NON-HVH2 EVALUATION FEE 13124-' ICP Adhesives Polyset"AH-160;(888)774-1419 Revision 8:10/12/2017 Page 7 of 9 I I R NITY ;- D 10.4 Two Piece Barrel Cap&Pan Tile: 1)Place enough adhesive to-,KhievP lrS to 70 srl.in. Steep pitch applications in contact with the pan t)le. r t: (when ret)uired! a t t wcs uyf9t.e a x,.4 p -.x Wbt . 4 '9 ttfinri it<:?nst dr.t toe vita P. t �f C isur 2A tbZ r, n4i:a,±larir x u •y 'I Sheathing EAvedosum [rooter shown) •, f.7/ ; Fascia Remove top pill lion of the eocP.:onrse cover tile.Abut W second cLne of pan tiles.Firsure eaves and of pan and t:ovet titer ale flush at eavti IFto. Two Piece Barrel-High Profile Tile 10.5 ',"Hip and Ridge(independe6t"06cement).A I � � y I j i ,^,;rr rs cP rFd3 tr va :�. a ti it c- .,,:.ct 4 n--t tf u 1 ar ni 4(" F at)i d:.A- c r.L-snv. a spa �iV.ia, ) A.," Exterior Research anti Cr_sign,I.I.C. Evaluation Report 02768.03.06-RS Certificate aJAutharization#9503 6 EDITION(2017)F€?C NON-HVHZ EVALUATION i FL6332-PB ICP Adhesives Polyset"AH-160;(888)774.1419 Revision 8:10/12/2017 Page 8 of 9 I � f � ' TRINITY t TRIMY ERR 10.6 Hip and Ridge(Interdependent placement) grr1 ti s s� 2 Ktt jft'}tsii�ii* 3C s is x j£`r's�� 7 y,Ft+tf: aaaa e .. FF ££+ k £ WIN—!!Hit t sts.�.F" 4a 3y 5 s z,r6 i q i x'L. ,+ t{t r p f +{ r of 3 i rr, + F-0 rt7 x '� x i-f{ sys)f#z }k jg .'.x iS4�{ +'i r4+8k�`ol k i9+z�F y" T.✓bti it '.,d c r r g & y r }'�5 `91�R c 1 pxEEF i fP f z -? r cb fS -siYg{. 4 ,ilyy'`a a z{cr3sS-.+.,i zF, {x t Lx i� alit 7.rs c it e, zsia t7 s x i 5 T tzr U4r �r ^r kt - -€= s t 1 aaz�«• � Li R # rY�,{-. ,c..•.+ Fk- •ta Zfas gk#$+ t +ss Cl}° c� z< x➢ '...'"3 +s itx s x �s t • '" n' :_ rl pza}l Mtn��#Q�I � 7_s { .z-..t- P r��C�.!�.F?• � tT 0 0 X 6"Bead ofII lCP t 7 t 1414r �ti l �' F iysetOAH-16Q s 7 4 �Sri' 4rrg r roof the adhesive u+T 4 "£ ' a: '� # aP=r #10 x 2 1f 2" Srew i T RM . # t Code Approved Ne z r BT 1 :aPt ' m( ,+F "ixsz m.� 4 a Fastener L i a #e�'r f Adhere startert13y ,fyt 'hkys .3.11 txt{tt)EF ".i" # • sa the Wlth a 2rt X 7" P;fc� ce,exn�aYjt�j'r .{ paddy placed 3" t s Ga k3��.s �r rd E ci .fr �F3 + gzP {,,s down w from-head �1zgas1' @e� a s'- ia<" of the I -END OF EVALUATION REPORT- i I i I I Exterior Research and Design,LLC. Evaluation Report 02768.03.06•R8 Certificate of Authorization#9503 6if+EDITION(201.7)FBC.NON•HV HZ EVALUATIOtd FL6132-R8 ICP Adhesives Polyset6 AH-160;(888)774.1439 Revision 8:10/12/2017 Page 9 of 9 I I I • •....+-.. r.�n•u...�..+.,�. •vn...., - �-z4sv...'...,,.n.vr-.•r..r.—t.~..:.....-.-rv�....-_r--...�e-_..._..�_•�....r+..,�•-w•i'...-ram.a—Tr-1'vite�v.-_=e�+a�..4,5•+•• O��i�rnng 3 Nllkl' T � - _.._.� minnixb�nrcoliN�x - . llkltA QxGt17�a�o�2�C�3iIDco dTtIC.I�BsbUI2CIt8(lr1t)_...... 118os"st42Gstrc rjdtoaiit208�— -; __ Zv11nm),I�lor1�a33.I75-9A7f- boilBb�Oxl Ct7 ta-mrMSTZt,3.2'lt nDIVION T(78b},9I5259b 1980315-0.599 .�Q'Z',( ' 1'.Qxi'.�.C(:,` I'��',�,�A��i�li,��(,�.(�,.� ', ynthy.tuinml�de,Kov/ecaaon�•� .tLtfrUur�int.'ngeDdbrs - � , Sy�5 Cdxtlage G'oui't. i • '4Ylrtsfozi�Salux,t,�TC2'1105 - tS`CbS'�'`i ' I � This NOA is fteing i•5sudtl undor.the n�tplfcabto xt7ca agd;;egnlat+ens gdyertiing tits use of uonshuctlon>�stgrlli7s,The j douvmeittatloitsitbtuittodk,tsbuoiixeyxerredhudncccptea*byivtinmf-badoCounty,IZEii.-1'roduef Control Sectiou ta'be used lit h jldxfti J3ailo County nrtd otlterm�ens tvhard iiltotiyed by tiro A thorlty liaYing Jurlsdtat7ott(AT7]), - TitisNQA shall notbp valid niter tliq bxlilxntloit.ilato slnted bela�v TheMiatit{�Uade County I'roduot doutrol.Sevtton(In M Vm4 riado County)nndlor Mo AUT(in tit'eti's other man Ivflwtf Darla Cgitnty)ioscnrVu Clio right tq hayc(14d.)Iroductor matot3ril testad for gtinitty assnrnne@ gurpnsog,Jt this pt gdu6t'ux matoilel fails to porfotm in Clio accepted)ttdttnar,Ow mmnufinutur(,r)vllLinottr the qv hse df sliclitesib►g aucl the al•IJ may Itntnedlatety revoltb,i�todUy,or gmoend tho use of ouch prgcIuet br'ttiatoriel wilhfii their jurisdlollon. ZtSn xeaarve's Ii�o slgitttb reVol;e ftiis pccoplaltco,t>°It is c1alefntirteil — by Mimnf_llodo.County Prbduot Control Seclfotl that this pso(fuaf nr litatesinl fnifs to nievt thejxe n[Temeiits of the pppl16ablohuildingoddo, -- -- ..+- Vs pxoclnot is approved as dwarMcf lictoin,nndhas been dosignodto comply?Ith tho Florida Bulldlug Code, ittoludingil1c73Jglt Velocity I•Iw7laaueLotte. , - DIaSCRIPTION,AVdodoT,'950:R6r!(nge&655 Oak Summit1000,2000 SiooI Sectidvni GarageDoor up l to 91•Otl Wide QVF5i,1,L6fl.3 PSb) Al'knOVAI-DOCUM,DITHbrasvin&X6._MG•J309-180 1,titled."Model 950-Tentage ct'c Model 6.55,Qal( 9utt iz*,(24 GA)IDO,2060,Short,JLoitg,• Imh.and Oak SamiltPanels",dhoets Phiough 3 of 3,doted: 03/1A/7A03,�vitlt ravlstonl�ddtnd!0l13/20I1,ptepatod hyAmnrr Gncnge,Dooxs,slgttod n;fzd sealedl)y i Tomas L.Sheltttordjtie,I?.A.)baaxing the NamW)ude County.Vxoduat-Control revision stnmjt with ttta;; Nofiao of Aceelitahoemunboi•slid eacp11'4011.date by•tllo Miami Dade CotmtyProduat Control Sbotlon, IM8,M) MACTR.ATIM.Lpzge mul StttnlImi Rol'l8Xoa Ref Rea)0N)it i T:," V(1:Apermanentlapelwit4thatnnntllnohteer'snameor logo,38000rean-wayCirolgLAwruAce, •I?`'tinsus,modal-mimboz,thopositivo and ttogntive design pressure rrrtingt lndleitto lm)7 Ptrnfed]f applldable, j Installatlgtt itstrttdtiotl dt'aWhtgrelol'BAoenURl�et?tpj)t'ovajltpitt6at(�IOA),the:tppliosblefestslaudnrds,dud the stgtotitt3nt reading`ib[lOrrilZi sdo CouatyProduot Coi&uI.Approved'ls.'to be looated antho door's sldo Imok,boltcm angio,orin&gftrfaoa o a.pauel, 111B-J.,,SEAL of tbls XO,:p'W bo considered ufier u reuuscttL aplttiedtieA Hds bean f led slid 11igeA6 been no uhooge in the appllcitbIfl buildtug cotls)tegZtiveljt riEtcgtLi��lLolierToitdtibe of tlrfsptoduek • '•' T1L)�ndJrNA.'z`rl�Not'Ihiiallo¢will.4onu'rn1)urtlt®oXltlrtttlondateorll'tlteYe3tnshoennrovislounrohongeinthv ntdtorin16,V rind/yrtrignufaoiuro of ihoptradad.oryt.•oot:ss,Nlsiio0 01,his NqA.fly tiff Ondur,960utpfnttyptoc(1tct for Btile4t tfclvdttisigB vt nrRy other jiurp2ses ahnll ifutDriitlticAlly tcrmiunts IIt1sIfOA,)Q11pre to''cbmplywIth•any'set:tron of tlt4�.NOA,olmlt iib causcf9rtertttinatiou aurTxamova l ofbTOi1., � t 'S CJl2x. �l`TT: ]teNOAtmmbdxproaedcdbytlteSvardaMlnlu l�ntl4 ozwity,Tloft,tihdIbIlmVedbydko ospitotiott ilate)vaybo ilispluyod 9nrrciyetttsLtglltartlturo, Jfnayl ortldn of tFtbNOA4s'dis'th�cj,ihm.1f Aall be dtiii'a . 1tt3ts t:utf>:gly, I S1gS��xxUlV:�.cu�iy of tbls eatlroNbA shgilboy�ovjdud to the ns.`orby the xnflnitfamaret•d,:ila dlstcibiltors hgit- shaflbouvatluirlcfoxluspeotlotyittftie;la6rtltddl:ttta-ragdesrrrlttte?�ulitiingt?�sfiit, � Iu NO A koviseg iD And 6onsl8te 0 tlil Sprig.9 on, svldouoepAgo&1,ns tiYnIl ns npptovnl dpalirianfimdntioiteda`lioV . ()r_. TM subittifto-d docgl ,X* n`il 1Xpv�i'��� -�3-los:luf;T'o. `7 r, MwM•bnoesaUt e NOA No 1&950$,xl ` ' r -�i r :; '�i; )ill>imtlbhnnfo;Septcritb.cxA� OZII A,jipi 0,1117.ae. fTTY 16,2075 g t TT gu .� Gam• '�-`,;.:;;r.:,;; :j�,� � I to- • .': :.':� �'��� , i I Amarr Garaize Doors. ` NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted underNOA#13-OS03.06' 1. Drawing No_IRC-9509-180-21,titled'Mode1950 Iei age&Mode1655 Oak Summit,(24 GA)1000,2000,Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/t4/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shelmerdine,P.E. B. TESTS "Submitted under NOA#13-0503.06" 1. Addendum to Test Report No.ATLNC 0129,01-13R,prepared by American Test Lab,Inc., dated 06/11/2013,signed and sealed by David W.Johnson,P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B 117,prepared by Architectural Testing,Inc.,Test Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E. 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2 Large Missile Impact Test per FBC,'TAS 201-94 p 3)Cyclic Wind Pressure Loading per FBC,TAS 203 94 4)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagra n of 9'x 7'24 ga steel garage door Model 950,prepared-by American Test-Lab,-Inc.,TestiReportNo;-ATLNC 0129.01-13R; dated 04/02/2013,signed and sealed by David W.Johnson,P.E. 4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 20.3, along with:!znarked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with Durasafe,Aga Sectional Steel Garage Door,prepared'by American 1Test f�'ab,Inc.,Test ReportNo.ATL 0311.01-03R, dated 06122/2006,signed and sealed by David W.Johnson, P.E. "Submitted underNOA#08-0718,01" C. CALCULATIONS "Submitted under NOA#13-0503.06" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04111/2013,signed and sealed by Thomas L. Shelmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 011,25/2012,signed and sealed by Thomas L. Shelmerdine,P.E. "Submitted underNOA#08-0718.01" 1). QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources E. MATE,R.IAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51b edition (2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed b 'Tomas L. Shelmerdine,F.E. ?v Zd1S Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0505.11 ,Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 `v i r � I I � i i AtWinKC IPILLG um1G • NIILYn V/Rt VI'•t/r i{➢A fAP,W[ µiA rlAG p,G[l NIiwP1 w VWO lU.l�l plt rJl irApif [QPG nrftL➢ V/(P Y{'s 11• Y/IU 6n3➢rA i L-3/D•lLa!&ff YID m lit H➢D lUM T,nUt V/to Vr2,r M irAL[fKlc[ ' r 1P� fD!MN�S 1in¢D V/ 0.Tt YN xnt to VM•a/1'Rt xn➢atuVt a yr➢➢fA[-uvn Nrtaar - ,avlTNLc ula sun[r aTrAu➢ It W G1Lv,(!RV to/l V/Ifl t/1'r a/a• V/Ip V/'P Vr tAT A(➢A•in ' T➢!t1LG nArrtl _ IL1 MEA➢JUM AI 1{W GSGaf Y!P aiva¢e v/tn vl•. .-�:' ' [un(nla nrLc +::•_ : - ./DNm PI�aT>ru mDl 'Ri Ia.A➢ft[M 6'If aLLa a T:ti r_a'- AtOn AT➢6lawnN M LLOLT S'Pd ilq LLb T CAL ••RCS 1 a �j Lryµ(1i�1/f-mvllnt�f�Qex sWlr x!t !I � YeLf N lno lLtl(3)f/p•[IA r 1-Sq• W O i p m?A¢r mt (1)yli•pA.N/r n11Y➢Olnt{Rllm D'NTIW" 5 i T CIi.IWFASA/'C CEIIRA miaD ni®�finem w W wL//f�nn 1 WOJAD I "wAP DDI ltl�l(kY IfILC fiPr[ITIf UI N r� 3 W�TIP�f[<Tl m an�rr I _ 11PIi NP NTACIeW!1�➢IM n p➢1PIn , v •r _ rots m m PArc a o rm;unf uawn saw's � ll I PAUI CafnLwuTld!al Ob•W TO it TALL=Dal' • IR[ A T19IfAL SSRC S IfF 1[Af j\ A�-n�v�sl l�!�t 11+��nul[ I611P1f K IAKc f m Pf¢a A we AlK[D wl IALi a P•� "!xt�➢ifAmiL�T fAq tln 11 ' IDS tlM flAWtill rot alwt»AMO Mu�Nf qT Uill flMq xK al0.t „M E ELEVAMW7 ' A➢1—c IImr lU9ttl xT.i h 4 Luuwc (' •!Xl i1Nr n hi ; ar' 106i VAILDI ,0114111Y6 vwlif a°suu ise wl' . 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W%SIII g Lf1UnIlU/r SHEjgOf��/ cwn}f°E -• rm➢m101 Is DCT f +➢u r9 - -vQ �GG(ISg••,0��dS �ihitii'L¢i '•�i Ku Lml Jrrt i ,n➢vGltr•ia ( .Oi�• ArA➢tDKV{ V` Ip1r�plW�'S�i':o"°L� � LARGE MISSLE -'°"" rY/1•K1161LL6ATLAMY/(O yr• .'. 3 IPA IMPACT RESISTANT nncu.nvaesAR!KD 'TAT•OF W y� • ----- 1 3 LAME Lau�a �O+�y A•� QP•:�� -D r eDS.a sm�r >dsA➢t ��F OR1.••p APiKSIANIE s'••• •a � a v/'Pp v/trrlDva R cA cuyv.��sgLm)�o�m•nac rG rn�f.�rr /gS(ONAL•E•T� �3 ilumml (Witx➢Pf IRtA1LG1 NfA•it�LDWI iMM AILb In .n,n,.'.'Rfo �iimfup,n,•ta ,B f9 p W IYtIG ftM TDCi�DD AT w t0r!M W An Lit[IC Lw-Ltoa u u T�ulf+u [q fM'oa.'Iml Pln pppoULT4fv6RY ,iwM rfM1 lNo Arxam tvr mNty ➢ p(m'i,IYr WALD"!a=1!. �//y�. m p1G1G rAa Paw p j�cDb TA.// . Aaqu+Y)b 1 0 g. •••• pI(Lq pA�� Iw aeuac mlr vmlm-Gu.m pm vw/awcu �•r�':. - -"� +. r r H pll p[G Lf'fA"ftKYA[' Llrwfi i60 aePRILR(=L A01 D. I . :;:xY'•.• -�?•'c�:� -•.:.i r m,la➢aaG v ur r ur 11y1t �� ,m➢sa,➢➢our➢umvr(=l Dq[D➢➢,a➢➢D • •' µy iIl4 �R.M iG_'Yf Nh� 63mllr 19N4➢I.WN.AND 0.1C N,mlr IANHU PI V{-pi Wlpbt u'e/i a'-Sa[n 3/MI' 41WIRF'J3• TTe1Nii m1fD1 SaAc n/Yl .ta nat,t to va WDfl BAW urtc fai Ym wr rG we mncra nPf ➢c � B ac®v AY fAa aj+(et �ir8509-180-21 xn JtAwn TpAp(LIOI Iwm DETAIL lint I if) I I { I I { i I I I • I j . I I I I sPFaEldnnvs)xe IRDTFs I L ALL THE LOAD I 7HE DOCK la 1RAl1SfgUUD ro ME WARCAL PIAcK, FROU TIE TRACK THE LOAD IS➢WJREERRED 10 THE YERCCAL JAMS THE HORIZONTAL WM OR HEADER RECEIVES NO PORPON Or THE LOAD ' 1RANSFMRED IRON THE DOOR. L EACH Ly'pp�1IICAL JIS ILLMIIDI OESIGU LOADS OF: fZO40 lOs/fF A -271�4 lD4 fT MfATOR K OARAOE S DOOM AND VARCUARE Ut.BE OESICRIED.MANUFACTURED r9 MD DWSIALLE0 MIN SUROARDS AS SET TOR➢1 OY DASMA - WK'UIO➢1 Ob' 4.DOOR MCMIS SHALL BE 24 OF.(.0210)WL EKTUDOR RO1 ' ROLLED FOALED.W/B W PCLIESTER IR"" - 4 DOORS DPW 7'Q'HIM CON-T QF C4)SECTIONS AS MIOM. �FT USE(1)d 0/b•R-TRUSS PER UNDO OCJCN COAOSLL4_l_11Ll�EI D DOORS OYER(4)SECTIONS REFER 10 TAFRES 1 A"2 4250.0 LBL/ET SEC NOTE 2 ON PACE 0 -2.71.4 W S Fr T.SUPICK=SWOIURAL EUWENTS WML DE DESIGHEO - BY A REUSTREO MOIESSIONAL ENGUEER FOR WRO WADS -WO"ATED Oil➢OS CAATAMC Of AWHIGH TO OTHER LOADINGS. D. 11tls A-FI WAL REQUIRES THE IMORMA04"10 00 TESIPL OF ALL Y COBS USED TO FA%TWE DOOR PAVES CRIOFA➢05 HOME Of ALCEPMNCE A UDOUM OF 2 SPECWUU SMALL DE OLD FAA EACH COL NIO TRM¢E 1ESIW MCo"M 10 AME-D BY A 0.EOE COIDOY APPROVED LAO ... ..._._._SLLECIEO AND YA�_BY.THE.UUWFAl7URM ESEW b IRHRHS.4INES A . .. .... ..... . WAP.1NE WJDIFADNREM S ➢ULC UAL TO IS OFITCO A CDPT OF 1W TEST ._ ... REPOMES WMI COWLMMH TNAT THE SPEONEIIS WERE MUCED THOU ECHS AT THE IVHaf=RER PRODUMN ITO2WFS, AND A HOIARUTD IIi0011Cf RSVIsEV STAIELEHT MOM THE WAMMMUR THAT ONLY COILS NTH MD SIREROTH PhoOUOrmvLwD OF W.000 PA OR HORE SHOP.DC USED 10 HARE DOOR PAw FOR DACE 'm 14W.SDOeFbLLI wvaFyO•AglAek]o1L CCLOW UHOER 1HS NOMCE OF ACCEPTNMi. R�MO h . 1)NA mod WOOD JAMB ATTACHMENT TO STRUCTURE la tSAm F tEAM I I Y LAC S/ xA SM ArrA•xtf%r to Y®FNAC aDN!]UBL �: l Mig10I➢2ID78.1�®alO�(M D 9 M' 7 G SOMVS YEARIWa31 IRIX(RRi iHIM 2D'DG O V!'ElDtrcORO ' E Lry�➢f6Af W�U Ltl%YR BDII D/D•Y 4•aTAA1 ' WOC➢I[H]I'O[.R ILL'[LOCmiEMI I UAI SEIE 1111111111II Iry1RT 01.OEVC AREtOR D/0'I C9/I'sr THED i•FAD+DIOs THGR 10'OF.II V4'1INO[TIIDIO J p•11' 11j1` $)(F I7fI l�a IIV/NWMT RCMDAO IIAtFS0.T1 0/B•x 1'STM71hG i•FS01 l>1CS 114R CE'Dc CE 1/t•t)1R06[NO d N (-• I/ M x%[vEAr¢AL JAHA ArrAnbmlr tD xntOv rm LALxx lEAix tDAn PS••••'E"' F AREIRR b•IRRx ix�L UlC MIRE DF IASEDIFAx { �� C HILM 1lO Air4R OC.0 1/2'IOU[016110 i6L1 PS k'// ��O••1. F• y�U HIl1i IIY%tr)/4•kVOiOI U.dCPLVS ST T0q V rRDx LFK.Ui[PAHD%Qt' yLLD 2 �F�',M 7 [0'•E FASOYCRS w IPALD Ar a•Dc O I/4•WEDEN) y 13 , Z lA HI O/99•x 2-0fv m4T�R�ry a 1,HW END L 1NWI to HG a v4• - s �-' ETIifAtOlf IDR. FAL1CIisi irrl IALRII C-"ACC» ��✓�•\ STATE OF 7we] St a ISut» . F� o •tT;•;°COR10�eiZ�; .LAGS AHD DOLT![AN [OOR[AS1RR TD PPQVLLE A RU1N NOMTIHO.IOVffO NPAOT eS tPREPNiATm W Vo00 ar DIIRRa s u[ a FL+AAii3LONA 8 sT1DIc1uaD »AvcnPc nNa Iw' rr P L� Eky x-0l1• 1- 'EQII 1' In luluee[onLvw wvxaaml • IfH J1FII ]SODA TGO ISAIlA06(!{((l CA� N I400.END )) O VA VAX I Ali6m.LORD.MOSS, 0 lam AI T MIOL1 - AVAMMIE)RACK CO MCURATIONS 21 4WRO ¢I 111[Eljlt/Ll IaY lOm' MIX _ 8 a¢atY A0 tAc 6!lALCI RC-W-W-21 9m t F T I I i I ' j 1 i i i TABLE 1 _ TABLE 2 TABLE 41 DOOR STRUTSPACING(BASED ON RECOMMENDED IDOOR SECTION HEIGHTS SeU)on IcaitcrslBG La;aGon HEIGHT SE07ION00NFIGURATIOM TOP HEIGHT BIm 1 92 1#13 114 115 110 #7 98 Pe�Type (Measa"d fan Uft Edga) A B C D E F G H T �- "" e; y N44th 1e1 251 3sd -31-t_.ta-` ?r=.>_ss�.�0:t1E� s�T 6 21"'i 1 18- "2& (f) 1 On) LW M) 7' 61IT' 1G 37" 68' 761l2 13'6" 21° 21° 2i" 21 21" 18" 18" 21" ;gggq _ 71«P,�4 O 7 ea Aq: 67 ?s 1E�;.�+hYa, �k5 1��?}�.�$?%�8�:sy'e.ti gi(� e•o tong z4.000 4ad°B� 7zoao 16" 34" 52" 79" �.•ge " -12'6" 2t° 18° 18° 18" 16' 16' 18' 21" ot0 BZir e26 48.000 71.376v- 11'6" 21 2 1B" 18" 16' 21" 82 L"v" za6ao 49000 '73,600 • 9' 5 1/2' 13" 31" 49" 61" 9S 100 1!2" 92 Bead w125 4ROaa 72.676 ova A c S9_c�--a•:'."."` :`(oB�(2S , � p9� °. '.'•4r�"a -.7�.-9;'6E4,• '��- n. 10' 6 i/2° 16, 37' 5B' 76' 94" 1121& 10'6' 21' 21" 21' 21" 21" 71" y et4 t."n9 woad 60.000 S.DOG - 267 a o-:u � sKs @€tL E "1_' r -1 ';4k,+2 9 c 014 1302d 25625 60.000 a 11'. 61/2' 16' 34" 62" 70' BS iC8' 124 112" 9W' 21" 18" 18" 18" 18' 211, Mv� &mu-1,� - eS6t) Ez e'i6 25500 61, _ w ME, R�99�c'�".`��. :7�4i.�,..-...'t;?4B =�::0'��s'`,*� 4.a 'i!�?flti"�..'.29 USE 8';6 Caad 26.125 61.000 7Sb75 J 12' 5 t!2' 16' 37" 58° 79' 109'118. 1361l2" B'6" 21' 21" i" •W 21- _ -., -5z 17aa 6ri ib l a B;.9 ' K1.=7A3't1 @ oa�w r w� $!s ct a - s e -7a000 " 2aaao- SUN-16" 37" 68" 76"�94' 11T 130' 148 1fY' 7 6" 18" 18" 18' 18" 18' via Bead 26.8 52.Oaa 77.315 ir13°9' •" � Sfsl •.i" 6'�4�.�!.�- ,��7w. 'v�1�y�.•fan_,@'fl. _ems'.a''"`S �•�+�?r9a4dr._ 'ono.•.. #�. .. t4' 61l2° 16° 37" SB° 79° 100"121" 142" 160 112" e'10 26. 63.000 74bO0 16° 21" e'1a Bead 26 63.000 78875 TABLE 3 =;Q 1-`:S .9- 'L2 tk_�- s may. 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