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PRODUCT APPROVAL & EVALUATION REPORT ROOF TILES
31271201t = )- Florida Building Code Online are � �u yx �`" �}:. Yi r j t � � k � ! "�i 5i�ti�£`�-: � ��rktZ�✓� '� ��iY ,� 1�� tfE�141w4rjf N t fff.�•., JM' a r`�i s t iJ Mdi4 t ec 7g g� t €s Su.sr 3 �+ ra c•rr.:,„ ...0 _._�'» '. {,. k�fY:..ct SCIS Horne Loa In i User Ho; Teoics Submit 5vrr.har( Sr, is P. FaaS Publrrahons F13C Staff 9CIS Site Mar) tames Sea, ca ! r Product Approval `� ''1 jYf Np \.• ,e 115ER: Public USer 1� rug i V. ':i_n>. -f}I .� �,. Y t 1>li L _>_ 1 > i iat-; n S_t 4: * Ap Pllcat1 on Qeta 11 FL fk FI-7473-R8 .. .. sS...,..a.m.,3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature TeGhnicalRepresentative Address/Phone/Email Quality Assurance Representative Address/Phone/Email h` •� Category Subcategory 11 Compliance Method EAGLE ROOFING PRODUC`FS FLORIDA LLC 1575 East CR 470 Sumterville, FL 33855 (600) 400-3245 annet:test,eagleroofing.com Annette Sindar annettes(�Peagleroofing.com Tyler Alh•.•ood 1575 East. Country Road.470 Surnte rville, FL 33585 (941) 302-7326 tylr ra@lerlglerooting.com Roofing Roofing Tiles Evaluation Report from a Florida Registered Architect or• a Licensed Fiorid;+ Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert. hieminen the Evaluation Report Florida License PE-59.1.66 Quality Assurance Entity Architectural Testing, Inc., an Intertek company Quality Assurance Contract Expiration Date 121131./ 2020 Validated By 3ohn W. Knezevich, PE Validation Checklist - I-lardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code k..�-_aY3-RE._�;S?►lSi1ZU1_cOr rl m±nelncf Stai)Opjd A.STM C1.492����+ 7.009 FRSA/TR1 April 2012 2012 SSTD 11 1997 Mips:l;www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtSBwwt9vll PIVBTji%2f7gT7a%2fuMUFZf11 M%3d 112 3127120i8 ' Florida Building Code Online Product. Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/1,6/2017 10/18/201.7 10/19/2017 12J12/2017 Summary of Products i FL # ; Model, Number or Name f Description _.- — _---- --------_... a 7473.1 1 Eagle Roof Tiles Low (flat) medium and high profile concrete roof tiles ----------- ------- Limits of Use ' Installation Instructions Approved for use in WVHZ: No iM=1173 Rfi._ [.?OIL_vttj_�- fj, �lf:=2_-Ef�CI: ..:iv_7iy.: Approved for use outside HVHZ: Yes tF 017 FL7473•-R8.pdf Impact Resistant: N/A Verified By: Robert 3. M. Nieminen PE - 59166 i Design Pressure: N/A Created by Independent Third Party: Yes Other: See Section 5 of Evaluation Report for Limits of Use. Evaluation Reports Tile roofs are analyzed for wind resistance through overturning i F_L?413_Rj._AF 2D_17AU f=l r1L C t?1f Lf: Moment. Refer to FRSA/TRI 0732.0 for overturning moment ; _t3�tfl ! I ?J 3 R=,larff -- limitations of mechanically attached We systems and the file Created by Independent Third Party: Yes i adhesive manufacturers' Product Approvals for adhesive set file systems. Contact us :: 260! Eclair stone Road, Tallahassee, FL 32399 Phone: 850-487-1&24 the State of I-!orida is on 1,AILL0 employe;: Copyj�i.ghit 20W-2013�.b.-,ate of Ftanda :: P:.iva;y Siatrmert :: nrcesslU!itty Stnternont Refond under Florida law, email addrssps art, public records. if you do not wart your e-r*iM address released in response to a public -records request. do tint sen:l irarer mail to this entity. I isteiad, contact the office by phone or by traded nal mail. It you have any questions, please owtact 850.487.1:395. 'Pumuar ,- to S e.chvr 455.275(1.), Florida Statutes, cflectr:e October 1; 2012,.licensees Ilcensed under Chapter 455, R5. must provide the Ltepa.^,ment with an email address if they in.e one. The ernails provided may be used far official communication with the kevsee. However email addresses are puL•hc record. If you do not •-nish to suroly a pers.;nal address, please provide the Ueoaranent with an email address which can be made available to the public. To determine if you are a licensee under Chapter 45 .. please dick .ham. Product Approval Accepts: El l E Gr"edo ,::ifd Safe 0 Mips:l,'~vv^v.floridabuilding.org/prlpr_app_dtl.aspx?param=tvGEVXQwtDgt8Bv6w19vl l PtV BTji%2f7gT7aa/o2fuNlUFZfI I M°/a3d 212 1 F 'i ' R 11 IC EVALUATION REPORT Eagle Roofing Products Florida LLC. 1575 East Country Road 470 Sumterville, FL 33585 (800) 400-3245 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 1113 OXFORD, CT 06478 (203) 262-9245 Evaluation Report E1322.09.06-RS FL7473-R8 Date of Issuance: 02/24/2009 Revision 5: 10/16/2017 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6t1i Edition (2017) Florida Building Code (NON-HVHZ) sections rioted herein. DESCRIPTION: Eagle Roof Tiles LABELING: Labeling shall be 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. Trinity I ERD 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 "Evaluated by Robert Nieminen, P.E.° 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: Robertl.M. Nieminen, P.E. 07Thr. hdimleseal apu2rwF,.,.',asawhx,zedbpRobot &Lt-u—, Florida Registration No. 59166, F;orido DCA ANE1983 O.E. or. 1011612017. 3hs dces nor ne ve a: m, C et:f tnludty y(;rea ' dCfitT.^r±L. Signed, SP21P0 hzrdCQpc; I;avC JM.r1 L!a15111itlC:' :V ibn j`,��4i, rnr�'�`% Product.".aproaal adrrsnis.rztcr grid lu the t±an:ed tr!ent CERTIFICATION OF INDEPENarNCE: 1. Trinity IERD 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. Trinity l ERD 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 fnr which the evahiation 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 Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any roject on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained �cifically for that purpose. f � ROOFING SYSTEM EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Tiles Compliance Statement: Eagle Roof Tiles, as produced by Eagle Roofing Products Florida LLC, have demonstrated compliance with the following sections of the 6`" Edition (2017) Florida Building Code (NON-HVHZ) through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.3.5, R905.3.5 Physical Properties ASTM C1492 2003(2009) 1507.3.7, R90S.3.7 Attachment Requirements FRSA/TRI April 2012 (04-12) 2012 1504.2.1.1 Overturning Mornent SSTD 1.1 1.997 3. REFERENCES: Entity Examination Reference Date ATL(TST 3782) ASTM C1492 RT0310.01-17, 02-17, 03-17 03/15/2017 An (TS1- 3782) ASTM C1492 — Freeze/thaw RT0706.01-17, 02-17, 03-17 09/25/2017 Tile Roof Institute ss,rD 11. Membership Letter 11/29/2005 AT] (QUA 1844) Quality Assurance Inspection Report 06/07/2.01.7 4. PRODUCT DESCRIPTION: 4.1 ASTM C1492, Type 111 (Low Profile) BELAIR Exterior Research and Design, iLC Certificate of Autborbation 49503 r 12%" 6" EDITION (2017) FBC NON-HVH7 EVALUATION Eagle Roofing Products Florida LLC.; (800) 400-3245 Evaluation ReportE1322.09.06-RS FL7473-R8 Revision 5: 10/16/2017 Page 2 of 5 f �• TRINI 4.2 ASTM C149.,2 Type ll (Medium Rroflle):- ... 4z ,fVIALIBU ?r I NAIL NOI.E 4.3 � ASTNhC14 92; Type I( 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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. 5.2 This Evaluation Report is not for use in FBC HVFI7_ jurisdictions. 5.3 Fire classification is not part of this evaluation; refer to FBC 1505.2, Exception 2 (for non-combustible deck) or listing by an approved testing agency for fire rating of this product. 5.4 Underlayment shall be that which holds Florida Product Approval for use with tile roofing systems. The underlayment Product Approval shall specify allowable method(s) of file installation (mechanical attachment, mortar -set and/or adhesive -set) for use with the specific underlayment. For mortar -sec or adhesive -set the roofing applications, the underlayment Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI April 2012 (04-12). 5.5 "Color -Bonded" or "Slurry -Coated" files are limited to use on projects in areas subjected to weathering indices of 50 or less (negligible weathering), as outlined in Figure 1 of ASTM C1492-03(2009)', reproduced below for reference. This limitation does not: apply to the "Color -Through" product offering. 50 •::.� WEATHERING REGIONS NFGI-IG10t.E WEATHERING MODERATE WEATHERiNG SEVERE W E A T H C R 1 N G 5.6 All products in the roof assembly shall have quality assurance audit in accordance with FAC Rule 614320-3. Fnterior Research and Design, LLC. 6'" EDITION (2011) FBC NON-HVH7, EVALUATION Evaluation Report E1322.09.06-R5 eerti/irate of Authorization R9503 Eagle Roofing Products Florida LLC.; (800) 400-3245 FL7473-R8 Revision 5: 10/16/2017 Page 3 of 5 s. 6. INSTALLATION: 6.1 Eagle Roof Tiles may be mechanically fastened, mortar -set or adhesive -set. Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC 1507.3 and the FRSA/TRI Florida High Wind Concrete and Clay'Tile Installation Manual. 6.2 Underlayment shall be installed in accordance with FRSA/TRI April 2012 (04-12) or the underlayment manufacturer's current Product Approval. For mortar -set or adhesive -set tile roofing applications, the Underlayment current Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI April 2012 (04-12). 6.3 Tile Attachment: ! .3.1 Mechanically Attached Tile; - Wind load resistance shall be in accordance with Table 3 of FRSA/TRI April 2012 (04-12) to resist the Uplift Moment determined in Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3. 6.3.2 Mortar -Set Tile: Wind load resistance shall be in accordance with Table 2A or 213 of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3 in conjunction with the mortar manufacturer's Product Approval. 6.3.3 Adhesive -Set Tile: Wind load resistance shall be in accordance with Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3 in conjunction with the adhesive manufacturer's current Product Approval. Refer to the current, version of the referenced Florida Product Approval for paddy -placement details and performance data. „ TILE ACIHESIVES FDR.ADHESIVE-SETTILE SYSTEMS';' _ Manufacturer Products Florida Product Approval "Touch N' Seal Storm Bond" FL14506 DAP Foam, Inc. — ------- _._--_—_-- -- -- ------—_-._.-----__ "Pouch N'SealStorm Bond 2" FL21374 Dow Chemical "TILE E30ND'"" FL22525 PalYset� AH i60 -.= - FL6332 iCP Adhesives & Sealants Pol sctz RTA-1" FL6276 �,Wip and Ridge Tile_: Tile shall be installed in accordance with FRSA/TRI April 2012 (04-12). For hip and ridge tile installations atop hip and ridge metal, refer to the hip and ridge metal manufacturer's current Product Approval (e.g., FL5374) or test report in accordance with SSTD 11 for allowable loads to resist those determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12). arch and Design, LLC. Certificate of Authorization 119503 5"t EDITION (2017) FBC NON•HVFiZ EVALUATION Evaluation Report E1322.09.06-RS Eagle Roofing Products Florida LLC.; (800) 400-3245 Ft7473-11$ Revision 5: 10/16/20:17 Page 4 of 5 7. LABELING: 7.1 Each. unit shall bear the imprint or identifiable marking of the manufacturer's name or logo. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. 1GL .® FLoRIDA EAGLE FL (1 0C,%TI 1) ON UNDEJtSIDr ter T11,E) (1,0(: 1TED ON F RONTSIDI OF TILL) 7.2 Tile not tested for freeze -thaw shall state-_ clearly that the lot has not been tested for freeze -thaw acceptance on, all lot tags or certification. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Sumterville, FL 10. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc. — QUA1844; (717) 764-7700 - END OF EVALUATION REPORT - ASTM C1492.-03, Standard Specification for concrete Roof Tile, V AS'IM International Et,lf.arch and Design, I.I.C. ,Certfffcate of Authorization 99503 G'" EDITION (2017) FSC NON-HVI-IZ EVALUATION Evaluation Report E1322.09.06-R5 Eagle Roofing Products Florida LLC.; (800) 400.3245 FL7473-148 Revision S: 10/16/2017 Page 5 of 5 312112018 sty �s z a$at r)��x yg 's`° ',by s 6sa zr1 i- r of x i � e� �'-�. kI eV I 6Qs Nonce Lng in I!ses rRcglstraticn Hot -Topics Florida Building Code Online f k Ir..t n:J Subntt Surcha,ge State 3. Facts Pubhcata ns 4:0C Starf 6C!S Site Map " < 3 z t'f' l �f f Product Approval s t i USER;. Publc VSer 4Ur i 3L�L___i. > Application Detail c g, FL (•„y r� n.:?x! =. Application Type Code Version Application Status. Comments Archived Product Mal,ufacturor Address/Phone/Email Authorized Signature_ Technical Representative Address/Phone; Emad Quality Assurance Representative Add ress J Ph on e/ E rr, a d Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence F16332-R8 Revision 2017 Approved JCP Adhesives & Sealants, Inc. 12505 NFV -11th Street Coral Springs, Ft. 33065 (888) 774-1419 Ext201 rylipelkonen@icpadhesives.com RiVU Yiipelkonen rylipeikonen,V,tcnadhesives.com Roofing Roof Tile Adhesives Evaluation Report from a Florida Registered Architect or a Licensed Flot Ida. Professional Engineer Evaluation Report - Hardcopy Received Robert Niierninen PE-59166 UI_ LLC 02/07/2021 .John W. Knezevich, PE A Validation Checklist - Hardcopy Received FLC,33?._itiy-COI._r'.017_(L_M_ETer�;:; e�t.nclr Referenced Standard and Year (of Standard) Standard year SSTD I 1997 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D littps:llvnv r. floridabuilding.orgfprlpr_app_dtl.aspx?param=wGEVXQkADquan ClKR6f%2WIM.2b3ax6XpXuocQWKcLPA2j%2bO%3d 112 3121/2018 Florida Building Code Online Date Submitted 10/1.212017 Date Validated J 0/14/20.17 Date Pending FBC Approval 10117/2017 Date Approved 12/12/2017 Su m-nary of Products i FL # Model, Number or Name I Description -------------- 16332.1 1CP Adhesives Polyset AH-160 i Dual component expanding polyurethane roof tile adhesive I Limits of Use Installation Instructions afCj�j2_Ra 1 2 R2 FINA ER 1CP Approved for use in HVIIHIZ: No _LQ__ . _AH160 E. Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified BY: Robert Nierninen PE-591.66 Design Pressure: f ri(a/- 178 ceBa ted by Independent Third Party: Yes Other: i.) The design pressure limitation in tl*, applic"Ibm Evaluation Reports refers to hit and ridge tiles in one configuration. Refer to Table 1 UR 11' 2 of ER for all hip and ridge tile limitations. 2,) Field Wes are - If designed based on overturning mriment resistance. Refer to I'&.'ated by Independent Third Party: Yes Table 1 of ER for field tile limitations. 3.) Refer to ER Sections 5 j for other Limitations of Use. 'T '!�' zzr' _R"'l , allail� 'Ce FLIam pllml'��'�Q�nA177_1421' all=s,!:U_' F.PlOv ICI . �" :; 1 -l't" of Finfid".:! Under rk"t'jil law, enlad alnf;esse, are :::ublic reror'JF. If you do not e-mail anldres,, rnlaasefl ifl lenrollse to a vubill-loco?6 reouest. do not sent, nall to Ulm critay. In:, _ad, contact 1 lie orfroo by phone or by Vad�u,cn,a I read. If you have Fnioucskivqs" please ea."contact S SO I 15S. 'Pur"j"'t 'o Seckv-! 45>75(1)' F1cr" Statutes, 6acter , ';Si 2, llcan�ee,1,,n,kd antler F.S. must prov?jothe Dtoa-tipen, w!t art ii,4 i? ha— one. -flee efriails i-v;Sed 0.1.1V hF LiStJ fl-F Cfkial urunue to n v!ith tile licensee . Howcvp., email addresser, are public ri<wd. If You do not tf: s%lopiv e address, please plmda the Department ..Ath an arnad addre,s call be made available to the public. TO delerrnlne if you are a licensee -under rinas'! (fick lie?, Product Approval Accepts: E] [It —Li 111-5—A 01 ("('(",('W ("'Ird Safe https://www.floridal)uilding.org/pi-/pr_app_dtl.aspx?parai-n=wGE\IXQwtDquanCtKft6f`/`2fM%2b3Eix6XpXijocQVVI<cLM2j%2bQ`/`3d 212 1 x . I ERD EVALUATION REPORT ICP Adhesives and Sealants, Inc. 12505 NW 44111 Street Coral Springs, FL 33065 (888)774-1419 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authori2otion #9503 353 CHRISTIAN STREET, UNIT 13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report 02768.03.06-R8 FL6332-R8 Date of Issuance: 08/08/2008 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 described herein has been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: ICP Adhesives Polyset' AH-160 LAIMING: Labeling shall be 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. Trinity I ERD 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 "Trinity I ERD 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 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 41 '�- ;��' T he facsimile seal appearing was aulhcri,ed by Robert Nlemincn, P.E. on 10/12/2017. This does not serve as an i".i,.... electronically signed docurmot. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I 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 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. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nierninen, P.E. are, in any way, the Designer of Record for any roject on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained cifically for that purpose. fie..w+� INH k.xt z' II ROOFING COMPONENT EVALUATION: ^ 1. SCOPE: Product Category: Roofing ' Sub -Category: Roof Tile Adhesives 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. 2. STANDARDS: Sections Property Standard Year 1SO4.2.1.1 Overturning resistance SSTD 11 1997 3. REFERENCES: Entity Examination Reference Date ERG (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 Miarni-Dade (CER 1592) 1IVHZ compliance 17-0322.03 04/2.7/2017 PRI (TST 5878) Static Uplift —$Sl"D'11 ECM-001-02-01 09/2.1/2001 PRI (TST 58781 Static Uplift — SSTD 11, PFI-006-02-01 05/09/2005 PRI (TST 5878) Static Uplift — SSTD 11 PFI.006-02-02 05/09/2005 PRI (TST 5878) Static Uplift — SSTD 11 PFI-007-02-01 10/11/200S PRI (TST 5878) Static. Uplift — SSTD 11 PFI-008-02-04 02/21./2006 PRI (TST 5878) Static Uplift — SSTD 11 PFI-009-02-03 02/21/2006 PRI (TST 5878) Static Uplift — SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift —SSTD 1.1 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 11 PFPI-011-02-01 12/07/2006 PRI (TST 5878) Static Uplift — SSTD 11 PFPI-012-02-01 12/07/2006 PRI (TST 5878) Static Uplift — SSTD 11 PFPI-013-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PF11-01.4-02-01 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 06/1.3/2008 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 Exp. 06/OS/2018 4. PRODUCT DESCRIPTION: 4.1 ICP Adhesives Polyset"I AH-160 is a two -component expanding polyurethane roof tile adhesive that is mixed 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 ProPacke 30 & 100). 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD 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/vas used for permitting or design guidance unless retained specifically for that purpose. Ay5,2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. .rch and Design, I.L.C.Evaluation Report 02768.03.06-tt8 thori:otion #9503 h'i' EDITION (2011) HiC NON-HVHZ EVALUATION FL6332-RS ICP Adhesives Polyset" AH-160; (888) 774-1419 Revision 8:10/32/203 7 Page 2 of 9 'ERR 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 1505.7_. 5.4 ICP Adhesives Polyset' 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. S.5 Minimum underlayment shall be per FRSA/TRI April 2012 (04-12) or having a current Florida Statewide Product Approval or approved on a local -level by the Authority Having Jurisdiction for use with ICP Adhesives Polyset' AH-160. 5.6 Field tiles, meeting the limitations of FBC 1609.5.3, using ICP Adhesives Polyset® AH-160 are limited to projects having an Aerodynamic Uplift Moment (MJ, determined in accordance with FBC 1609.5.3 or Tables 2A and 2B 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, Inc. published installation instructions for Adhesive Paddy Placement details. TABLET: FIELDTILESINICP,ADHESIVESPOLYSET°AH.-=160�, , ALLOWABLE;OVERTURNING MOMENT PERFORMANCE DATA; 2rU9 MARGINOF SA/ETYALREA6YAPPLIFD FOR INDEPENDENT (SINGLE OR CONTINUOUS PAODYJ PIACCMCNT 4TO1 MARGIN OFSAFETYALREADYAPPLIfbFOR INTERDEPENDENT (TWO ,PADAY) PIACEMfNT -.� .,..:. :.•, ., Tile (FBC 1609.5.3) Adhesive Paddy Placement Allowable Overturning Type Profile Moment (ft-lbf) Independent; Single Paddy, Medium (20-inch, -30 gram) 60 Clay or Flat Independent; Single Paddy, Large (2x10-inch, -45 pram) 112 ------- Concrete -- --- Interdependent; Two Paddy (44-inch on underlayment, 2x4-inch at the overlap) S4 Independent; Single Paddy, Medium (20-inch, -30 gram) _ 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 the overlap) _58 Clay High Independent; Single Paddy, Large (2x10-inch, -45 gram) 1.34 Independent; Single Paddy, Medium (2x7-inch, -30 gram) 65 _ Clay or High Independent; Single Paddy, Large (2x10-inch, "63 gram) 109 ------- Concrete — ------ Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile. overlap) 40 Clay Barrel 2x10-inch x -35 gram for pans; 2 @ WO -inch x -17 gram for cap 147_ Concrete Barrel 2x10-inch x `35 gram for pans; 2 @ 1x10-inch x -17 gram for cap __.,.--..-_...-._—_.._... -- _ — 107 —---------- ._._......... -.....I --- Clay Cap atop 2x _ ----- Independent: Continuous Paddy ("'34 gram/ft) 135 stringer Concrete Cap atop 2x Independent: Continuous Paddy p Y ( 34 gram/ft) 116 stringer Clay Cap atop 2x Interdependent: 10S stringer Head: One (1) $110 x 2Y," screw; Overlap: 1 x 6 inch (-10.5 gram) Concrete Cali atop 2x Interdependent: 76 stringer Head: One (1) #10 x 211j" screw; Overlap: 1 x 6 inch (" 10.5 gram) 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 Polyset", AH-160. 5.6.2 Tile roof systems using the types or profiles other than those listed above acquiring acceptance for use with ICP Adhesives Polyset' AH-160 shall be tested in accordance with SSTD 11 or Testing 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, LLC. Evaluation Report 02768.03.06-RB Cerfificote ofAuthorhation #9503 6" EDITION 12017) FBC NON-HVH2 EVALUATION F4.6332•RB ICP Adhesives PolysetO AH-160; (888) 774-1419 Revision 8: 10/12/2017 Page 3 of 9 6 7 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 (04-12), not greater than the following values. Refer to ICP Adhesives and Sealants,,•Inc, published installation instructions for Adhesive Paddv Placement details. TABLE 2 NIP 8c RICiGEYILES INrICPDHCSl1%ES'PoLYSET� AH 160 ,. ' S D, ALW LOABLE UPLIFTRESISTAl'ICE PERFORMANCE'DATA y y y a t'a 1TO, MAR61NOFSAFETY ALREADYAPPLiEb!FOR1NDEPENDENL CONTINUOUS PADDYPLACEMENY 4'TOlAARGINOESAFETYALREADYAP?LIEDFOR INTERDEPENDLNTPi.tCEMENT'r ' =."' Allowable Tile Substrate Attachment Method Design Pressure (PSI) Clay 2x PT ridge board Independent: Continuous Paddy (-34 gram/ftl_ _ 116 Concrete '- _ _ 2x PT ridge board Independent: Continuous Paddy (" 34 gram/ft) 107 _ _ Interdependent: Head: One (1) #110 x 2%:" screw; 90 Clay 2x PT ridge board Overlap: 1. x 6 inch (`10.5 gran)) Interdependent: Head: One (1) #110 x 2Y," screw; 56 Concrete 2x PT ridge board Overlap: 1 x G inch (-10.5 gram) Clay or Hip & Ridge Channel Metal (FL5374): Independent: ContinuousPaddy (34 gram/ft) 169 Concrete galvanized only (. t) aknnnuim Tnl'vc y' - inde endent: Continuous Paddy`( 34 grain/,ft) 173 a. " Concrete , need, GL537 g olvolumPv or stainless steel Q Clay or Trim Lock" Plus (FL5374): oluminum, Independent.: Continuous Paddy 1- 34 gram/ft) 178 Concrete golvaniwd,Golvolumea�orstainless steel Clay Top Notch (FL8095) Independent: Continuous Paddy (^ 32 gram/ft) 125 j -A Concrete j. Top Notch (FL8095) Independent: Continuous Paddy ( 32 gram/ft) 146 INSTALLATION: 6.1 ICP Adhesives PolysetO 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 FRSA/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 Qualified Applicator Card presented by ICP Adhesives and Sealants, Inc. 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.con) F earth and Design, LLC. Certificate of Aufhorixotion #9503 (0 EDITION (ZO.t7) FBC NON-HVH2 EVALUATION ICP Adhesives Polysete AH-160; (888) 774-1419 Evaluation Report 02768.03.06-118 rL6332418 Revision 8: 10/12/2017 Page 4 of 9 a', h 10. PADDY PLACEMENT DETAILS (FROM ICP ADHESIVES AND SEALANTS, INC. PUBLISHED LITERATURE): Y 10.1 Independent, Medium Paddy: Nail through plastic cement paddy iBeueeth Tile) (when required)y Underlayment t i 4 tR �'"''�21It. J 7 In, � s fir , `*• 1 r , Battensnptional EavaCourse, Fascia EaveClasure Flat/Low Profile Tile E arch and Design, I.L.C. Certificate oJAuthori:ation 0503 Nail through plastic cement (when required) i s + Paddy (Reneath Tfiei i { Underlayment Battens optional ; l 10in 2 nPave Closure i�s� r� x Eave Course r ,, — Fascia Medium Profile Tile Nail through plastic � mem-., paddy igensathTile) (when requited) Underlayment 7 n ` r� ., '] 2 in. Battensopti(o`nal l b a •-. � r �.J ,J�! Eavecourse'fascia Weephole loin: tin. Eave closure �y;'�r Drip edge High Profile Tile Evaluation Report 02768.03.06-RS 6". @DrnON (2017) Fr3C NON-fINI.17 EVALUATION FI-6332•118 ICP Adhesives Polysete AH-160; (888) 774-1419 Revision 8: 10/12/2017 Page 5 of 9 10.2 independent, Large Paddv: Nail through plasticcement Paddy (Beneath Tile) IwIlen required) Underlayin e Y 10 Battens opti I Eave Courso Eave Closure Flat/Lov., Profile Tile F-,,X#aLrri'ar -arch and Design, I.I.C. �, _-rtjficate ofAuthorization #9503 �JTRINIT_Y. ERD Nail through plastic cement (when required) Paddy (Beneath I'llo) UncletlaymLitt k 1 cam, eti Y- IF 10in x"- 2 in.wid e Batleris optional - . . ........... Eave Closure EaveCci is Fascia Medium Profile Tile Nail through phnfic cepwrit-, (when required) Paddy(DeneathTile) Underlayment 2 in wide :< Batfi?m optional �N, 01y Eave Course Fascia Weep liol L, Eave closure 2 in, 'p- ,x - Drip edge High Profile Tile Evaluation Report 02768.03.06-R8 6"' EDITION (2017) rBC NON-HVI12 EVALUATION FL6332-138 ICP Adhesives Polyset" AH-160; (988) 774-1419 Revision 8: 10/12/2017 Page 6 of 9 10.4 Two Piece Barrel Ca. & (pan Tile: ti place enough adhesivo to achieve 6S to 70 sit, in. Steep pitch Applitations In contact with flit pan tole, .. ; (whenrequirid) a Tunr C Herr uavlen dsrzm pfa -t, sxrar h t7ir, 1,1:.4ngx rr rger Aunide edttectrwr 17; "MO r(,vortlo tnsu +� fi to 2 rrt ln..echtnrl nraa an ri . ra 4, xroa or cr ar 40, Sheathing EAve closure 'W. 4 �' troomr shown)f y.-'x•�i ^v`4� rf tYc:episole'' Ilemove top portion of the eave course cover tile.Ahut to second course of pan tiles. unsure eave end of pan and cover tile, are flush of eave line. Two Piece Barrel - High Profile Tile 10.5 €Hind;Ridl;e [independent placement) A A�.c. aE',:Pr:.i:--:FAi3•tis6:r:ay. r,r ;1n!Red c;Ixv 6c".'sl anc:.'its ridettii}„i Lrad of t.'PPnt}*�tt:`,1.:•ifiiu!�ti 1e%v 1 cr ?tl i!Je J t e;r h9irstvr I , .oai,axoi c:r=.a? :;:r.m iu y,a*•6lr uea!Ikd+).;rLSae ;rn:'r> Exterior Res arch and Design, LLC, Certificate of Authoriiotion #9503 TRINITY ERD Evaluation Report 02768.03.06-R8 6" EDITION (201'I) r8C NON-HVHZ EVALUATION FL6332-h13 ICP Adhesives Polyset' AH-160; (889) 774-1419 Revision 8: 10/12/2017 Page 8 of 9 10.6 Hip and Ridge (interdependent placement): Exterior Research and Design, LLC. wertificate oJAuthorizotion #9503 I - END OF EVALUATION REPORT - 6"' EDITION (2.01.7) FBC NON•HVHZ EVALUATION ICP Adhesives Polyset" AH-160; (888) 774.1419 Evaluation Report 02768.03.06-R8 FL 6332•d: R Revision 8: 10/12/2017 Page 9 of 9 r r: ,04 _ �_ _ __- � _ - ,� --- � _�..... _ _.�_- s...... n..... .-._^^y ��.vTi�r l_.4.:::�l:�uz3 •—�u—.�Ylt.m. t`; _ _ ...n+-.. �. .nay... n� i... r�r. r-.� ..s.�.. M �+ -- � n.-. - - -• �. _ .. .. �_. _o r. _ -__•__ _"_....�..... ..i ......r-_. _ _ _`.. _. . .r ... .. ... -- A Gl7.l�Nv!!:)G ;r3( vj4 ir,7 rnobtic.�r c.oi�t�n��xcxxoly 11805'SW26S-$tjrx;oH!UB Aiimr 10arhgalla61's X25 C�xatnge Gbtti't. �jtixasta�i�Salaztt,-TC •27105 ThIs NOA is being issuad undot•.the appfIcRibb xtilea at)dTegttltitioos. goyerning t1w ttsG of conshuction w4t+<i'Iols. The doGatmntntiaust�bAuittadli;ts bceftxeyxel�ed i,ad nocepteitby Mlami Dada ty4unLy1t76R»1�koJuat Control Septiau ttl bu useqkmiquiiAacloCoantyandotterflxeqsmharoitltolyodbythe AllLhOAwti'avlllgArlsflfaflon(Am. ). ThisITOA sllsll notba valid aflor tlia oXIilxattoil .NO staled below. T1soTvTfatitl--pad6 Comity Prodmet Coi,trUi Swam (14 Mltiiil7 je County) and/or too AM tin iU:dt,`s bitter titan Wand .'Uadc.CAtir ty) rospFye tha right fb hagn fllfs.picoducEor 'nlatortol tc4zod 1'or quality tit+saraned pmxppm xt t[tis pt gducf GX matgrfel faits to parforitt iu tlio naGepted I1lonncX, fhb m4neubluawuRl koar the o�pz nso'ofotlChtesthtg fltit� flit A SJmay Immctlietety YOVUItti, ltt6dtfy, gr�uspend the use of yeah pruQuek of itinierlal withi» thclt jtufsdlptian, i(ti3ltxaseev, s Qtc Aglittb raVol , this nt:coplsltco, If It is datefnluleil by Mimni-i3pda Counfy 1?xoduct Control Seatlon that this pxnduof or ul0te inl ih3ls. to meof the xaglJ&Omants of the applldable huildingoade, Thls pxoclnot is approved as deseeibedhorofn, tindhas Geott doslgned-to comply ?Atk NO VIarld;, 131Akl1119 Code, JAD111dingillonghVeloofty x1vulcom Zone. xDESORIPTIONt1V1Off8T.,gSOAei'lftlg&a 655 oa7�Strmntit I000, 2000 SfGGISeufio2tal Gflx'wguDoox tip to 91�00 Wj(ja Q)T a•51,1., LOAS PSI+'.) eSPlpl3oVhi.3iOCCJNliPI7C?'p ` SS'in�.Sio. MG-9509-180 1, Otlod "Model 95OHerltago & MGM65S,Qalc SumuA (74 &A)1000, 260, Short,1,ottg,.Moh and Oak StlimmltPanals°', j,'hoots lthrolrgh 3 of 3, tidied: " 03/14/2003, Nditlt revfston35 dated 10/1312011, proparod byAmarr Gflfflge poors, sfgtted aixd sealed -by; Tomas ]_,. Sfleltrterdnte, I?,'�y, Beal'ing't110�4'�IAiIIE�f�tt(t!; G`plt4ty �x0(1G,0i: t�o�Itrol Ta4lfiIClli atliIIlp w1til ilia , �j'otioe olAcealatattaertumbeCand oXPlrafloitdate by Elie Milani bade Cotl»iyPiaduat t;otttraf Seatfoit.' lYll(S;�)x,)�'PYJrn.AcT�.A�'7��, �pz'ge abd,5iitalllYCfs;*ilGJfnlptto#•R,esiskallt ' �,,A�1 l.:C,7.�£c�:Apermangiltlal�elwltla.tholtietult'lt9hateC'saaamaozlogo,38�0 Qrean�sayG`irola,T,a'<Yxcztoa, I�.iusas, model.itiintbex, the dpltive attd rlogative design kxessnce ratln& InOloitto Rquet rated if 6PP11661e, insl fflatlquiilafzaotlon drawltIg'a'afa>euGeAUAtbeamid tha stRtezi►pntrettdhtg' 4 timt�l3ade County radnat G`ortfi'oX �ipp> oved' s's. to ba boated a fh& door's side fmak, bottom tangle, ov-I q&Eiihboo a#.'.a,IRMA 12T1yT',ls, p�'#bls x��ii shal[�e aansldnred afieruxeaetrdlappllodtiorihus bgnn itlsd and #liexaltas bean no ohnnge in 1110 Applicable 6uild[og code itegativeiy afYcgtf,ig'iLnliarTroiittelii e'oftlltsproduat TTt33 CAN of Ihls I�01s will ..QosttY altdr ftie oRfratlr5tt date orJPtlttsxe lids been a rovislop nrahanga in the Itlato441P use; otitl/9rmnnufnotttra of (hePraduct ox process, I ls►is0 gft(1fS NO,tI As Ari Wonament o RV pecsftlint, for Alesi,(clvattistng or Any pthexliuxpRses'shhil itmtoti,tttlastlly fermtufllo.`UI[sl'tOA� x?alinre tv'abmtplylYl#limy seCtlQn of tt>i TIOA oli,ill 116 oausciortertizinafiov aucrxamoYal ofHOA., t13) S h2x.± ' IN : g'1re NQA itatn6ox pYaceda by the �varda Mialttl�7nda C'otgity,. loVdp, ithd follcmad by 40 vxpitgtionilatawtiybeilinplay6ctii, utl.Yettisi,iglttcurnto'ro, xt auyliorktdtta£tlt8N0A 4s clispIayed, fheu.tts atlbe M& Ittlfs anti>!gly. qfl, ix . xt?liit Laa�iyq£fhlsantirobFOAshnllbey.4ovldudtothe msurliytl_iGilndatifabtu,erocitstlistribittorsancT shall bo uvallaiilo fo�7uskriotloaystt'tlie j ob sifc ni: thdidgtfesttrfflte �ullcllitg Oiffa3l#i, '> Itiy DA i ()A O�Napage.j anil exldgAospugo)i-1, aszvall as approval diiott�onfineniioiicdatiov0 F.° ° Q T.h.6 ambhufteil doctiraa�i l! 1< � t ,i f� �i Z4s 1V,f, lQtrcru, 3'.31. `s ;<•!, r'", . oi:. KOA No i13-fl5tt5,x]. tslarit nnaM u, �l�';�` .' ' l Xpiratl6nngto; SET901 tbax4; 2018 • •'�, °"t 1� dlip'r0`Ytilll.ato: Tiny 1.G,�ti11i ,IF-ile Cop �4S%a 4is Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r A. DRAWINGS "Submitted underNOA # 13-0503.06" " 1. Drawing No. IRC-9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, bong, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated .�° 03/1-4/2003, with revision B dated 10/13/2011, prepared by Amair Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS `,`Submitted underNOA # 13-0503.06" 1. Addendtun 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 ReportNo. C5463.01-106-18, dated 04/b3/2013, 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 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Tensile Test per ASTM E8 5) Forced EntiyResistance Test per FBC, TAS 202-94 along with marked -tip drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950, prepared -by -American Test -Lab; Inc., Test Report. -No; A:TLNC 0129.01-13R;-- -- dated 04/02/2013, signed and sealed by David W. Johnson, P.E. 4. Test reports onj 1) Unifatm Static Air Pressure Test, Loading per FBC TAS 202-94 fi 2) Large Missile Impact Test per FBC, TAS 201-94 .'° 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along ivith:&i,tked-up drawings and installation diagram of 9'x T Model R50D teritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test f-ab, li}c„ Test Report No. ATL 0311.01-03R, dated 0612212006, signed and sealed by David W. Johnson, P.E. "Subrriitted under NOA # 08-0718, 01 C. CALCULATIONS "Submitted under NOA it 13-0503.06" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. S1ieImerdine, P.E, "Submitted render NOA # 08--0718, 0111 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATE, AM, 1TS 1. Statement letter, of code conformance to the 5'h edition (2014) FBC and no financial interest issued by Structural Solutions, PA„ dated 04/0812015, signed and sealed b Tatr, L. Shelmerdine; P.E. Carlos M. Utrern, P.E. Product Coixtrol Examiner NOA N615-0505.11 Expiratton Date: September 4, 2018 Approval Date: July 16, 2015 E-1 IK Il q Cf I@ 6 W'a n '(C altAtNa �W GYAtVC GA TIIA TA1QGr ASIAd61 f0 UWO V rG 1/1' i 11 2' lilln CflNaC1AL VACUA V% 10 1/la••2i�it°a% (llMlt iiliR'o Q lmtlGDTnN} R 5/e• tall t SDWKI Atf 6. 10.1a NIO ALRf It W WLV (aW(2p1LL V/ 1l11/1' raI{' V/U11141 r VA• m MT IT TOP R0.11 -CTCT IEt Jam, frACVS AT 240A 1p fAWtli Lull ArT 1 V/t11 V{• A •Y'" udl (dr1A f7NE - - - r/pAVN dlP0.Y61Ot M1l'9l LV 16L IaAe etRw•A � 11 LN. stm - .— vw RTAO�R s� Idl nw aurR T`-r: ^'--- 1 Tw.dm ArTxs LrtDnt r viS I {=mTwa.+rs oars s wa S(E INM R1 M INL ] NR 5 R1lrza 1 AI' OtL Y w/a• ItapwaYtfr i[Yil(G fA1T16VAi(dl TMICAL BURASArC CRDFA i11ttLCf '� \ GILT AnxtRlD ad1 m a a/a• rfw II -Sawa rin aclroH t: DA. apv arta i dT at1�a[ mnanvrw "mwl'rO1r°I �ilu/iivr DIM 1u 1-1 Z 3 r OR W ,LGI dAACcMT ppmm IITRWS�Dtul i, O r W IaraAll NIPaA2— iR/A( GdUlGalaHdV Tom 0'0• UP iD 11' TAM DOpR9 A - O ^ a "If Y 28 G, 1] SB' / (TILL TYPICAL ST%C TIrEEtIBA/ r 1 �R�•}TSN�I1TGs�I pyLLV�.(1 [/��R•1yT1DS5 y LRCAIidI SIL IA= A M PAGE ] A RC(fAHt 'I"Al I= 0 H•SS. `/ NEY LY.10 SERLVI1AT flG C116 f / Nt ATILE ILALf (dt 1161E TIACIA aiK lVo m 011 r ]/1• ISY aLO, STAY ` IatSGLL�S(RVS AT rUH ROME ELEVATION 3 ` haAaeARB i[IfC 1LµYLX %Lf' 1�0. ttfµiwE (.' 1 i� n ]TNT AT . aro`Ta1AO6Atz°sou1OsiHn-wt v/rziiiY':�''�a +ot t Ga tlYApTL AAIfrIK ItL BLAOI A .i, •' DP mm.RnNmPRODUCrH6Vaba J, fl Ll0dN�3 UH 1lCI cMpRXIr�WR-AITp}A�OQyI/rya IaA LWniN't �, i VMI [YU�1 1]a6 LWO1 v/Ftrtbl arY ro0eol(• •.661dlbtida'(. I/$f11' Mfll aue afa(V - IRUR GWina ATIAtM e'.' N;S.•10LR aim am'1190(14EYMalwIaI.IWOE31f01 LOSO Iae�Q.S bdA°LLirl°�IIIlwu uaa�tt - LARGE NIBBLE-rQ.]eTr DO MtRD µAl%I f//4•pl rP' IPADASf94Vf V {• r IMPACT RESISTANT �'{f c< I3 f��aY H+Aca TnARasuc ENQ XnIcI:(1 y$p Ri EYA • OF il�b T[�'v r rtcA ]Tg1r W(WnAQ55LE '" :�•(L'�•cC p �pP: Z` Qy YdR8tV0 N ati MF W flRC iU V (Vsa!/t•NrL r/RatdA YLL rAtrA(INW°ANO In tm vMtxcTAI W.0CI - W ttAIU arRL1 TOGK ld l.Yr rtAdallmwrrm vAtL 1(Gii00Ar TIC t� wdrlwrru A@anYAlvcnA_ �._j`/,(JL(a neQHODRL.L. ITIG,I,Ry110QBL 080 HBPS03 B! 0 L010AD. 0. Mti';� ,`•';7 a' Tip( ITd Ft4lat VVVV 1'KAp SCR:�i MIaE �Dai 710DBG 006 OAX 6YIYHtt (Y6 QA) f000. 000t1 8/rM Y 22 BL S• OALV. rllLL OAIX 61[ORI Ia1(u• aLVe1L AND a, AVINLT FM"R u err a-tawsl meat ploxaafeP att MA7tt IU tll( OtjG(41 (K%blim > 1/S•m Ne•I TTPtGAI @ir@! BRACKET T1 °y°1iti iuDtlttz{xp wu wilt wlu Te m° tr 4A 6 OIQmrY ut rut aAUQ IRF9509-I80-2( TRAGIC MOUNTING DETAIL pro. Am actru0 Sur I tr 0 uaa ST'F41�c TAYe AND NDIFR 1. AIL THE LARD FROM THE D0f14 IS TRAN%UZED TO TILE YERTICAL . fROM WE TRACK iNE LOAD IS 1(WRFFRAEO 70 HIE QTICAL JAUOSIOAU( 1HE HOALLORTAL VATS OR HEADER RECEIVES NO PORTION OF THE LOAD IRARSFFARED -0. THE DOOR. . ME , NCA&�N.SU C 9�FT�„IUUII 0.1. IAADS OF: ]. DOOR AND HARDWARE ML BE DESNNm. LDRUFACTUAIH AND INSTAU90 ELTH STANDARDS AS SET FORTIt BY DASLLL. S. DOOR SEOIIOHS SHALL BE 24 0.1. (.0218) AIN. EI(HNOR SMII FOULED FGRUED• 1O/ DAKED ON POLYESTER FINWI 4 BOORS UPTO 7'0' MON CONSIST OF (•) SECTIONS AS SUMN. USE (1) 3 Sib- R-IFUSS PER SECDOR S. DOORS GM (4) SECHONS REFER TO TABLES 1 AND 2 ON PACE 7 7. MPPORNHC STRUCTURAL EIELDNTS SHALL BE OESIOh•ED BY A TRTYEECTSTREO PROFESSIONAL ETI6IATER FOR WlID LOADS • 8 OI III S APFRML DRFODUTAESETHiM111.1Wi 11F NFR TO 1FS�HHC OF NJ. CODS USED TO F/DPECATE DOOR PANELS MI'" 1145 NOTICE OF ACCFPIT A UDAMVU OF 2 SPMUENS SHALL BE CUE FROM EACH COIL AI:D TENSILE 1LSTEH ACCORCINO To ASTLI E•B BY A DADS COUW APPROVED IAB ... ... .. _. _SELECTEO,/H0 PNo_eY.TNE. AWIUFAMURER. EYFItY IMIRHS, 4 TIlIFS A TF:Ln. THE UANFACNREB 9NLL PAT THE H TO YIDS OFfICO SPOWNS E COPY OF 4k TEST C041A AT ITHEI C0�1UFACCRUTERiPROCNVOTI 11 tACI1[K$ ANO SELECTED HAREEW STA7EUENT FROM THE UARUFACNRFR THAT ONLY OOHS IRIH YIELD STRENGTH OF D2.000 PSI OR NONE SHALL BE MW 70 UWE DOOR POE a FOR MEMU)IF/ UNDER 1HI5 NOTICE OF ACOEPTAIICE. v I I� + �1 AVAILABLE TRACK CORFICURAHORS H•is. � , i. DITERIOR OF GARAGE DOCH LOADS +230.0 LOS%FT -27I.4 SEE H07E 2 ,,p THotH1CIBSYIR® ���eTQDaFiarfdE PlIawAFIwwREo uawYlY•YvidlUekTrtUA 4 WOOD JAMB ATTACHMENT TO STRUCTURE iv cautu rfu= DI( IT '. 1 RRBWIDYJIFCIO.A�ARJA7® �O-D 9U 5/I6• Y SORVs TINGM6• 11.. M.. H01 2Y DL (S I/2' VD—. (, � 1' tlpLmAI�A! 0�1 w 2) Rw LAIIGAI JM2 AiTAtFM:.:nL!— tt:mAn,..,.... SDIPS 1//• % Y 111E I[(aWf sTARfiNO 6 fRON TNO[. USE PAN. BR FASCDtFD.T (Y MARt) AT D• OC. D V2• YNIEDK(ND NILiI 1/1' % E-]/(• %0D(-CAI OF SCAM STMTOp S. IRON KNOT. USE PAUL, w FASIBIDli (D• APMD AT 0' HG G IM• TNIEIMDIH HEM... _I•uv NILT! .IE�VL N(CIRM D/B' R E-]/1• SfARTIN6 FRDI DID. 711N 22• DG 1 1/4• ENICFYDICI H (OW VSE FKRR[Rs FIII I¢l0Y C-90 DLOy) ALMT AN. MIT EAN K NIBITERDAR 0PRT W A FLUSH NOIAIHML SDRFACC iPRVMAH6Y OP UWE JAMS iT DIIO U I R iTRNl11LlE s(RODTo W:�� V-Ery IL elr�� Juu +nN w .0 TABLE 1 TABLE 2 _ TABLE 4 DOOR SECTION HEIGHTS HEIGHT Blm #2 #3 #4 #5 116 #7 #8 ` r `"4)x" i MOO nf•.2s_, 1._9kir,2 -'i, .� 1TV 21" 21" 21" 21" 21" 18" 16" 21" tit, .t'_ ..'1r ..2-8At :xlsf�a8.4�..•! 12'6' 21" 18" TV 18" 18" 18 18" 21;' mt z.71�l.01a;' 21?Fadfiily' 'xy." j"e1.. 11'S" 21" 21" 21" 18" 18" 18" 21" WIP SAW a1l�1�0'q9'�/�" 2i" 21" 2Fl�1" �T1pF y,y2p1" �2N" .}lT�jQ.yLL _t -..1�:` ' _ \<'�'�'4' W.N 9(.Y�§. ::FiJ r9'6" 21" 18" 14" 18" 18" 21", Fs9T4� >m '�11_..sS1..Fiow' 8' 8" 21" 21" 2i" •18" 7' 6" 18"'I3 18" 19" 18" TABLE3 I i i(( "' t7 ussrmtq'AFF7fi D1E A mNwDln9mreBlmT��xaam 1i-11•m m � i .. a ima"oneaD p"I I vxa1� nIIIIft �TI�� �q •' `\Q\\L DF519N 1AiD ♦4 5.,:•S ••, a� -soil **�tb' T�rCF 3��� tAB9S�DSAE ^tl �'4 9T i70NAl.Ep�, V FL to") 11){IUD PuAwN/c'71u1"Ytl� . 31OD64QUO 11sattA06 Deg TDDO: PDDD CW+"1 uobn Dee oaK xuun ei oa) 1Dao, ao°" SAOAT. SAtIC, 1fA9N, OA[ sUlnnt PAiel9 96 tAtViR nl D)A W"y,» 9 DD1ID1t uc 19c DSnVu 61C 9509-(8t1-ZJ ZIN, All. 71UgC A7TAGHNFf{l` sPAaND +/- 2' ALLOWED YADI StP OR SPF N0. 2 OR xET1ER ONLY DOOR HEIGHT STRLIT6PACING(BASEDONRECOMMENOED SECTION CONFIGUNA710N) 70P A B C D E F G H T \ :1 T ✓rF 2'4 b 112" , R' 16" L61i 3T' rs5_�`. 68" _.'•,; �. • ' z ts� ��`�.=8 , ��112.:: � 76 S/2" .. � 8' 61/2" 16" 34" 62" 78' 88 V2" 9' � � y 51/2" � 8� 13" g8, j� 31" 49" ,67° 86' 100112" 16' 6172" t6" 37" 68" 76" 9W' I iS21/2" SXI i��Y^.9`.?', ij[2i! 11r . 6.1/2" 16" 94" 62" 70" 88" 148' 1ZS 712" 12` 511T' 16' 37" 68" 7B" tar' 118" 538112" 13' b 17' Se" 37" 68" 76" 94" 112' 130" t-08112" -,'�.;Q� 14' S1/2" t6° � � 37" v. 8,�"--' 58" 9'" 79° • a 180" Vie,! 121" saL�G"tp 142" 1 9�1,�; 1601/2" DOOR �; ,TRACK ATTACHMENT SPLICE HE�RI A B C D —E. F G H I J K L M N 5 fGiHT �C�F�l�S'n 3 ..a�z-,,::"' 7' 3" 14" 27" 38" ' 6" '66" 68" 78" 8' 3" `56" � 27" �38" d64 68" 78" 88" S=�Eti, �1r4�" 9i15?`3 - _ " . i�6 , �5fiy...e,�li>�_ �.:, r • • ��r.1_`�'�' -' , �.: 100'1 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" a,S'ti� k�-a`� t�,1 m ' 8 a tVQ�ke . ... � • : y;78� �$Ba� `tL�.�}, � � L� v. __. t, _w �i�'' ' 10' 3" 14" 27" :38" 46" 66" 68" 78" 88" 100" 112" 11' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" 110" 124" ._'a16,`"�:�=v 12' 3' 1 � 14' -" � 2777 r��� 3$" ��� 46" 5�6,`'ti 56" �68 �i��t ..82$ �.�•': �� 6s8" 78" 88" 100" 110" 122" 136" =��:l::i'fr�.a45 ��-�$J•4:ti 27" YyB.�`6:<�'ti>$vd_{Ftrya�4 38" '46" 56" 68" 78" Ur$_'��rn.. 88" Qij; i9 9�2•-:•:' '=s'„i.��t"$ 100" 114" 122" 134" 148" 14'27" �tT;i�f•�^�.�r{aSi�6lU.''$�!4n,r�l�lr��(����i�'�.-4i��� 38" 46" 56" 68" 78" 88" 100" 114" �= 122" 134" 146" 160" sr Sacllon Wldbt (rt) Panel Type Centel BlilD Looalian (trloazulMfnan LeR Edgx} tat 2$l 31tl (in) :r9'rb?° i>.i: � *"u Yi 4i8S2 ti' H�Q Ot: rN7 . 68 80 Ian 24.ODD 48.QOD 72008 0 0 Bea 2i1.825 g0,000 71.378 � ;:" 9i . 9"S' 8'12 Long 25-fi00m 4!1. ' 73.60] s• z Beaa zaizs 4s.�D 72s7s 0' q Lang 2Q000 60.000 T6.00D�u e';4 Bead zasza 6o.oa4 r4.37s ;fib ." .. flrflQ9� s14 fang za66D st.aso 7a.soo 8'0 eaatl 26.125 61.000 76.873 � 2. Via •loop 26.000'- -52.000— —78.000 8'(8 .Bead 2fi.e25 b2.D00 77. '8'T1;6'Z'D�41in 810 :I.on 26500 tiR09 b3.000 78.600 8' 10 eea 27,12b 63,000 78.876 ono 27.000 54.000 87.000 Bead 2 ,623 54.000 80.375 V TABLE 1 TABLE4 TABLE 2ELM _I A P � _ R TABLE 3I p Ar {tRuiRiamms MR / 1 A➢vWinm'rl8}loBGd�ICN@0 Di�l/2 RV R uo�mnlaTaD• Sy/A nx G ummTnawlsctDl N1uh+pe �,.uan yv� caw W. ■,/ of 3 41 a Msv a : O�P��cE�lsF•.?p �� V.Rct wscDE 7�0 STATE OF ` S2 pEL9fANGE gggg .+ 1'R�f4a MLJFLSJf ➢k ,'�'Ss/ONFlt���?+,� °i1A . w 3 0 FL rrrrunuD+ 2m rA a �, r arr va ea+coy °I II°[N.V�•C mSI Ne[i"�axl%NG eitm vw/iiuuat NO➢!L OSa IiRm- WWI ID00. ➢DDO n0DS1 a0➢ OdK rs( a.O laDa eaaa ➢➢"R[ IANO YGVAR AllIDD vAK 'ZI 111%w � VAtiQ RJ tllQ DylfJb} Rvo611DEi)1 ALL TRACK ATTAGIHENT SkCNo +/- a ALLOHO WITH SW N0.2 oft RET7E71 ONLY - _ _illy!. B alOIDrf A'F IVE Milo ;RC-9515-;69-2b 21RiRJ DOOR STRUT SPACING (BASED ON RECOMMENDED HEIGHT SECifON CONFIGURATION} TOP A 1-3 C E F G H_ I T p 7' A 1!2° 7" 171J2" 88112" 69112° 76112° �. " f R : " 112" � �� �?a=r+�. � .2 ' 2� 881I2° 0. i 2 7' 17112" � 351J2�"L 63�y1>12µ" - ? 1f2' �T � 7" a 141/2y"� 3 Sn 3C2C t12"C 5'J�IK � 50 t/2' ils�t �(�I: G8.1/2" ��l UU9' �4 �i; a g '� -'A Kfi "'1 b+L.-:_".' MAIM [881/2" pi147?�:E _ .1t0g0aUp2�° tG' 4112° T' 171I2' 301f2" 59112" T7112" 951I2" 1121/2' � - �12? `�`(v� - �� L � ''.1:r` . rf $ : 0 / a•(� �.:°:;-� . :e,� 38 BJ2@ 11' q i12^ 7° iT i/2" 361l2 69 t/T' 7'! 1J2° 891/2" i071Y1° DOOR TRACK ATTACHMENT a PUCE HEIGHC A B G' D EA ' F G H 1 J K L M N 5 � s 4 7' 3° 14 27'; 3B" 46' 68" 68" 76" x8tis' .: u - ! � ". L_$ S.9G''• ` i� 37.$� �`•- zcs . �� -6 :. 38" 489 58" as' 78° B8" 9' • '' 3" i0." �vs�6v_.'.I*,'/i° 2T 38° 48 '6B". 60" 78" 88" ":w`'':4•"�'"-1, ,•tn��.<� -100" �e . 91�'°? :� $"e •, "• � �3 "59m i g". zee 9�; :ll i -g i ^ 10' 3" 227". 38'469 '68° 08° BB" 112° s� -'..::.:'• �14" 31�1� Jx�. s2M7°, u,. _ iv�.`.A t6a"..:. i � y78�" SL=.°�� � ' � ,1[�0p0"1 e1w4:1 R *ifT�;.' a � Ui• ry � . • u 1T a• 14^ 39" 4s'1 ,58" sg° 76 88" too" 110" �``i-} _� �] ;ii 2�1 i�B1, r.•v■v�[p oryna�Ea■� �■Ipp��®L'E3®®f�f�il� ■tom©fS'i.J�IQL7Rx 5....Df�� ■� u Eiu�■r_.a uD��E■■� s� ■■t§33■E.7E3�L1C�r•.97 ■G Y'T a_7t?ti111:•.l:y■TI•••>•�Sf ri�ii�<7asynt[[er�r'• ��14 1t+ l�__� ■�IL�t■-7. St. ifdL'v14L76SJfktY:•t Sol IE3Z7©IffiiC!r■IZ��?l eu■�u.�r�Eu�sm�� iLl�lvcLfF1 ■I�I�c�m�■r�l� IQ i�..� E� [I ::7 t�•:l l fl� l � � IfFFA3�..� mccs m rec���a� IFFrl�1JFe [InL'ElQ�••• EEb.Av:�7�� tEFZ�ffa 'LrEi iE.'Z'11i�7EID1lIE�� ■rA>t aa��ev�Ea_�yis:+•tlltt�rr ■rai �C7FL"'7[f�.11Ce■E(•:1L"7IFIEF:I�� ■:f.A®®Q� IiFilitS:fti LL'-7E1S•1 F��'��IlL�.7ENA:i•1 c' •.• mil• 1• f U.I t7 f�..Tr'1� �: "i � I.�iSil �!✓� ftTiflR.7ki"�'JL'RO�7©i!] �� tr")rF.[I'.11''[R1�•lG•�°Rf1iE5E�7�� ■raa r>"� metal ■ n.� E3LS:J r� � �■ I�iC74�m�C��ILL11Cv7 t�E EL.-.7 ES[_]kl [[�Cl ©E�..7Lg•1 ■Izau1, •,I�.la.:_.>s��ttttaf� ■nnR.rnr ■2S7 Vr7 n10Ey ceE•IltA.->f mrmm�>_ Iv.'-1t `�J•• �� ■if�Lt�i fE➢Sl I�Df IT:,t� f941(� fm ussl ��_ iII9E11f L'S.7 � ■[Y1�t7>33`.1[LJ'713'31CL7['�:iy1'I:J ■t81f0 F_'i➢L!lE)lW i]I OF!_lI1L�F7� ` [ s JELS710 �m a� m rDID 1IFS9 E� t �:� ■� ERA ISL9:l r a r•� [ � on f� ■nvau'�r`xwuvuEusJ II�If�tTr+i•' nn■=n*-•.7Ev�al>r IL:.11] � � f� fEid7<G1Sc.�J�'•fiL7[..:9E.�ii-7S11 fm�l0�'�'EILLS'7 C'T�'3�[RE3D�� •• ®4a�f�tic +�r:'�Ir�cn�l�l�u ■1�RJ"J F'Sk7f1[^1^r,)REe.�" •' �� ItlAlt7mQSIS©c IECCIt�3f6'G]Ual['i�•71C�L•"•7ffE1&ILLL'�IC3J:'9 rirls�tc:nluu::l f�O �1 SeD fly m n • �t lIL{F9 � Il� ■Fil1l �I;T�� t{6;16Gil EIPJ Fat [4,:J: I SAL'i NY*!1 vJ ■nv� �r7LmIE7�s1uSCJ1IlElaletiB ■rA:•D�'��oara n ■IC7 QL7nnf es�etv�v�u�:rt�nl�n�u�� m ill �Qji�ID7 �y0�.� FPS7 L'7EA ■'.•'/.�l�tlflilL'Sill■it:i7f=_:lfv:Yril �?���l1nn1 lJ���[�mJ'.l• lI!?II) "�' In..� Ir.�:r:� IC:17J DOOR SECIICiJ HEIGHTS HEIGHT BIN fit if3 #t9 Nb !I6 #i R8 -- _ 13'� 2t" 2{° 21" 21" 21" 'IB" 'IB" 21" ���' s 2'Cd �•1 � . l RI 1 't �Br KILL, J2; ,. - 12'� 21 18° 18" 18' 18" t9 18" 21" J 11' G' 21° 21" 2i" 18' 18" 18" 21" 10'6° 21" 21° 2t' 21" 21" 21" 21" 18' 18" 1S' 18" 21" -- - 18" 18" 18" 16" .. Florida Building Coda Online P-M •Lou iscis "ome in 1 user Rggistration Hot Topics Submit Surdiarge I 'Stats & Facts i PublIcatiolls -0 PrDd uPcLIt oV al USER:r PrnductAnnrovaf 6fenu> PTodurt orA11o11[atlon Searcif >Applicallon1_15 >AppllcatiohDatil) H-REM FL #t FL17326-RI Application Typ6 kevlslqn CodeVersion 2614 Application Status Approved Page I of 2 .0— FBC;Staff BUS SUeFlap L comments Archived Product Mahtjf6cturer EAGLE ROOFING PRODUCTS FLORIDA LLC AddressjPhahefflriiail 157.5 East ClI 470 SunitervIlle, FL 33858 ($00) annettes@eaglerooflifg.com nettds@eElglerooflifg.com Authorized Signature Anhette Sindar ahnettesoeagl6roaflng.corn Technical Represeiitative Annette Sindar is Address/phone/Emall; 3546 N. Riverside Ave Rialto, CA 92577 (800) 400-3245 annett6soeagleroofing,com Quality Assurance Representative Address/Phone/Email ... ... Category . ......... Roofing . .. . ...... Subcategory Roofing Tlle]s Cbrnpilance Method Evaluation Report ffibrh a 9orlda Registered Arcliltett or.a lken Pr6fessional Engineer -A Evaluation Report - Hardcopy Received Florloa Engineer or Architect NafnEi who developed the Zachary R. Priest EValuatldn Report; Florida Litense. 015-74011 OMEkfity Assurance Entity Archltectural Testlpgf Inc. Juallty AssUfande Contrbct Expiration Date 1.2131/2018 Validated By Loc%e Bowden W Validation ChocRilst - qrckmy Received Certf5cate ofIndepepri6rice FL17326 Rl 01 Eagle gyalunt!qU Cp 3 FINAL for hybrid linsl p_q Qglstrano P—di erenEeMHtfprd and Year (of 50ndaM) Standard ASTM C149Z TAS 100 TAS 101 k. 10 V3:U2 2079 File :,t Co VV I I Iola A https://floridabuildingiQrg/pr/pr app dti,aspx?paraln=wOEVXQwtDqsRyNw.- Year 2003 1955 1995 1695 1995 2/2/2017 60 RE K M1s TLC EVALUATiOM REPORT Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 2010 FLORIDA 13UILDING CODE DOPING PRODUCTS FLORIDA LLC issued October23, 2094 Manufacturer. EAGLE R 1575 E CR 478 Sumterville, FL 33585 (800) 400-4235 http://www,e gleroofing.com Manufacturing Plants: Sumterville, FL Quality Assurance: Architectural Testing, Inc. (QUA1844) SCOPE Category: Roofing Subcategory: Code Sections: Roofing Tiles 1507.3.5,1507.3.7, 1523.6.6-2, 1523.6.5.2.2,1523-6.5.2.3 Physical Properties, Attachment Requirements, Wind Driven Rain, Static Uplift Properties: Resistance PRODUCT DESCRIPTION Capistrano Profile: ' ASTM C 1492TAS 112, high profile, concrete roof tile ' Description: TAS 112 typA a, high profile, Interlocking class III concrete file Dimensions: 17.0° x 12.25" x 3.0" f EI ' P1kllyft�r?.h Figure 1. Gapistrano ERP14001 FL17326 Page 1 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. EAGLE ROOFING PRODUCTS FLORIDA LLC Capistrano, Malibu and Bel Air Concrete Roof Tiles TECHNICAL SERvTC€_G.l...i_C: Data for Atitachmpnt Calculations Aerodynamic Restoring Moments clue #b Gravity - Mg (ft Ibf) Nomnal Weight A and Multipliers Direct Deck Dimensions (I x w) (� ' Roof Tile W (lbf) L (ft) w (ft) Direct Deck Application 3":12" �. 4°:12." 5"!12" 6'': {2" ?7":12" Capistrano 9.7 1.42 1.02 0.30 6,83 6.75 6.65 6.52 6.38 Malibu 9.2 1.42 1.03 0.31 6.47 6.37 6.24 6.09 5.93 Bel Air 1 11.8 1.42 1 1.03 1 0.29 8.27 8.15 8.00 7.81 7.61 . �.tf���ime#a4 �e�is�a�tce �$pres�ei� as a M�evtent I-lybrld installation system;; _ Fastener; Adhesive Mr (ft-!bf) Roof Tile Type Count Size Adhesive.; Paddy Size Paddy Weight Capistrano -Screw 2 #8 Dow TILE BONDTM 6"X1"x1" 13.7g 47 Malibu :Screw 2 #8 Dow I30 plTm LE 6 ^i"x1" 10.4g' 73 Bel Air 'c,Screw =2=:' 8 Dow TILE BONDTm 6"x1"x1" 10.4g J 66 with cnffielent lenath to penetrate through Notes: I JO iiNaulI ouvuy-..v .,..,,. •,••• • •----' ---' . the plywood deck a min. 112-inch 2LMinimum dimensions and weight for adhesive application _ _ _ _ LABELING 1) All tiles shall bear the identifiable marking of the manufacturer's name or logo as follows; ERP1400i FL17326 Page 4 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout The duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. �s,;�, ELL'- E LIMITATIONS EAGLE ROOFING PRODUCTS FLORIDA LLC Capistrano, Malibu and Bel Air Concrete Roof Tiles 1) Fire Classification is not within the scope of this evaluation. 2) Installation of the evaluated products shall comply with F13C Section 1607.3, FRSArfRI 07320/8-06, and the manufacturer's published application instructions. Installations in the HVHZ shall comply with RAS 118. 3) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. 4) Installation of the evaluated products shall be limited to projects in areas subjected to weathering indices of 60 or greater as illustrated in ASTM C 1492-03, figure 1 (see below). VEATHERING REGIONS N-0 NEGLIGIBLE. WEATHERING MODERATE WEATHERING r SEVERE WEATHERING Report No. Standard Year Entiiv American Test Lab of South Florida Inc (TST3782) RT0610.01-14 TAS 112 ASTM C 1492 1995 2003 American Test Lab of South Florida Inc (TST3782) RTo610.01-14 RT0610.02A4 TAS 112 , 1995 American Te,@t Lab of South Florida Inc (TST3782) Tort Lab of South Florida Inc (TST3782) RT0610.02-14 ASTM C 4492 2003 American American Te¢t Lab of South Florida Inc (TST3782) RT0610.03-14 TAS 112= ASTM G 1492 1935 2003 American Tpst;Lab of South Florida Inc (TST3782) RT0610.03-14 '.RT0603.01-13 TAS 101(MS 102 1995 American Test Lab of South Florida Inc (TST3782) •ERPF 057-02-01 TAS 1014EAS 102 1995 PRI Construction Materials Technologies PRI Construction Materials Technologies ERPF-058-02-01 TAS 101lTAS 102 1995 1995 PRI Construction Materials Technologies ERPF-059-02 01 TAS 1004 TAS 100 ' 1995 PRI Construction Materials Technologies ERPF-060-02-01 ERPF-061-02 01 TAS 100 _-_ PRI Construction Materials Technologies - ERP14001, FL17326 Page 5 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. , The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C R K T l~CI MICAL SERVICE1S, LLC COMPLIANCE STATEMENT EAGLE ROOFING PRODUCTS FLORIDA LLC Capistrano, Malibu and i3el Air Concrete Roof Tiles The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the 2010 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. m4�®4iPR� g� jgpR/'�4a GEh1S° •�cS�®s�o b No 74021 �`a^ ,Arm �1 ^ STATE OF ��Wm 0• A moAssS a0 N Ag �g o�0'� CERTIFICATION OF INDEPENDENCE 2014-10°23 16:22:42 ^04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. I CREEk Technical Services, LLC is not owned, operated, or controlled by any company T4nufacturmg or distributing products under this e��Vtaluation. At Zachry R. Priest, P.E. does not have, nor will acquire, a iinanciaii interest in any co any manufacturing or distnbuting products undeAhis evaluation. Zach�dry R. Priest, P.E. does not have, nor will acquire, a financial Interest in any other eptity involved in the approval process of the product. END OF REPORT ERi'14p61 FL17326 Page 6 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product, attributes that are not specifically addressed herein. M Certificate of Authorization No. 29824 17 Tapa,FLEdinburgh 3 647 3�. ��`FECHNICAL �-EMTA � � (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: EAGLE ROOFING PRODUCTS FLORIDA LLC Issued July6, 2015 1575 E CR 478 Sumterville, FL 33585 (800) 400-4235 http:ihroww.eagieroofing.com Manufacturing Plants: Sumteiville, FL Quality Assurance: Architectural Testing, Inc. (QUA1844) SCOPE Category: Roofing Subcategory: Roofing Tiles Code Sections: 1507.3.5,1607.3.7, 1523.6.5.2, 1523.6.5.2.2,1523.6.5.2.3 Properties: Physical Properties, Attachment Requirements, Wind Driven Rain, Static Uplift Resistance PRODUCT DESCRIPTION `bapistrano �PP ,Descripe:tion: ;Dimensions: ASTM C 1492, TAS 112, high profile; concrete roof tile TAS 112 type 1a. high profile, interlocking cuss III concrete the 17.0" x 12.25" x 3-U' Figure 1. Capistrano ERP14001.1 FL17326-Rl Page 1 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes fhroughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK SFRvicF-s, LLC Malibu EAGLE ROOFttJG PRODUCTS FLORIDA LLC Capistrano, Malibu and Bel Air Concrete Roof Tiles Profile: ASTIVI C 1492, TAS 112, medium profile, concrete roof tile Description' TAS 112 type I b, low profile, interlocking class III concrete the Dimensions: 17.0" x 12.375" x 2.125" NAIL - Figure 2. Malibu Bel Air Profile: ASTM C 1492, TAS 112, figf-profiRi, cdn—dfet6—r0OftiI-EF Description: TAS 112 type 3a, flat profile, interlocking class III concrete tile Dimensions: 17.0" x 12,376'x 1.25" Figure 3. Bel Air F1.17s26-RI Page 2 of 6 ERP14DOl-I This evaluation report Es proxAded for State f Florida product approval under Rule 61 G20-3. The manufacturer shall notify GREEK Technical Services, LLC of any product changes Or quality anges, throughout the duration for which this report is valid. assurance use, or other product attributes that are not This evaluation report does not express nor imply warranty, installation, recommended U specifically addressed herein. 1 CREEK E+;i~7t\t[CAL Sl;RV1CCS, i_L.0 APPLICATION METHOD EAGLE ROOFING PRODUCTS FLORIDA LLC Capistrano, Malibu and Bel Air Concrete Roof Tiles .Ebgle Hybrid Installation f6r Caoistlrano, MalRbu; and Bel Air Conerdte Roof Tile Limited to slopes 3.12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance of the FRSAITRI Florida Nigh Wind Concrete and Clay Roof Slope: with the recommendations Tile Installation Manual, Fifth Edition Revised or RAS 118. Solid or closely fitted min. 15132-inch plywood sheathing for new and existing construction Roof Deck: at max. 24 in. span; In the HVHZ, new construction shall be min.19132 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment Underlayment: shall be Hot Mop 30190 installed as described in RAS 118 Section 3.01. A minimum 64nch x14nch x 1-inch paddy of Dow TILE BONDT" shall be placed within the 3-inch head lap as shown in Figure 4 thru Figure 6. The upper the shall be set immediately into the adhesive paddy. All tiles shall be secured by two (2) #8 x min: 3-inch Simpson Strong -Tie Quik Drive WSCD Roof Tile Screws with sufficient length to penetrate Attachment: through the plywood deck a minimum 112-inch and located into the factory located fastener holes. All penetrations in the underlayment shall be seated in accordance with RAS 118 (HVHZ) and FRSAfiRI Florida Nigh Wind Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised (non-HVHZ). Figure 4. Adhesive Paddy Location for Capistrano Location of adhesive paddy .. Figure 5. Adhesive Paddy Location for Malibu Location of adhesive paddy Figure 6. Adhesive Paddy Location for Bel Air ERP14001.1 F1.17326-111 Page 3 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein_ z EAGLE ROOFING PRODUCTS FLORIDA LLC „ r ` -� R kE `'1--�, V... Capistrano, Malibu and Bel Air Concrete Roof Tiles T ECt- MICAL. Sr=.RvicEs, L,l..0 - Data'for AttadhMent CafC000ns ' Aerodyn.. Restoring Moments due to Qravity:- Alt9 (1t-1bf} Nominal Weight(W) and Multipliers i Direct Deck Dimehsiohs (I :x w) s � (�' ) Roof Tile Direct Deck 3°:12" 4":12° 5" I Z, 6!:12" W (lbt) L (it) w (ft) Application Capistrano 9.7 1.42 1.02 0.30 6.83 6.75 6.65 6.52 6.38 Malibu 9.2 1.42 1.03 0.31 6-47 6.37 6.24 6.09 5.93 Bel Air 1 11.8 1.42 1.03 0.29 8.27 8.15 8.00 7.81 7.61 -- -the plywood deck amin.-1/2-lnch -- • — __. __. _._. _.._ 2) Minimum dimensions and weight for adhesive application LABELING 1) All tiles shall bear the identifiable marking of the manufacturer's name or logo as follows: FLORIDA ERP14D01.1 FL17326-R1 Page 4 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. P EAGLE ROOFING PRODUCTS FLORIDA LLC CREEK. Capistrano, Malibu and Bel Air Concrete Roof Tiles T15Cf -MICt' L SERVICa6, L LC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Installation of the evaluated products shall comply with F$C Section 1607,3, FRSAITRI Florida Nigh Wind Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised and the manufacturer's published application instructions. Installations in the HVHZ shall comply with RAS 118. 3) All products listed In this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. 4) Installation of the evaluated products shall be limited to projects in areas subjected to weathering indices of 60 or greater as illustrated in ASTM C 1492-03, figure 1 (see below). 50 wEATHERING REGIONS •10 NEGLIGIBLE WEATHERING MODERATE WEATHERING L' SEVERE WEATHERING REFERENCES Report No. Standard Year Entit i Lab South Florida Inc (TST3782) - RT0610.01-14 TAB 112 American Test of American Test Llb of South Florida Inc (TST3782) RT061 o.ol-14 RT061o.02-14 ASTM C 1R92 TAS 112 2003 1995 American Test Lab of South Florida Inc (rST3782) American Test Lib of South Florida Inc (CST3782) RT0610.02-14 ASTM C'1492 '?{1995 2003 American Test Lab of South Florida Inc (TST3782) RT06i0.03-i4 RT0610.03-14 TAB 1. ASTM C '�i92 003 22003 American Test Lab of South Florida Inc (TST3782) Test Lab of South Florida Inc (TST3782) RT0603.01-13 TAB 1 oi/TAS 102 1995 American PRI Construction Materials Technologies ERPF-057-02-01 ERPF-058-02-01 TAB 10iffAS 102 TAB 101lr•AS 102 1995 1995 PRI Construction Materials Technologies ERPF_-059-02-.Q1___._.. TAB i00 1995 PRI-Construction MaterialsTechnoEogies . _.._... ERPF-060-02-Oi ..._..... TAS i00 1995 PRI Construction Materials Technologies PRI Construction Materials Technologies ERPF-061-02-Oi TAB 100 1995 ERP14001.1 FL17326-R1 Page 5 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3: The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I f K a EAGLE ROOFING PRODUCTS FLORIDA LLC FEECapistrano, Malibu and Bel Air Concrete Roof Tiles 9 ECt j IICAL. S1=.Ewic:ES, COMPLIANCE STATEMENT The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida Building Code 5 Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. • +9an►�o->I�u�ae ,ee�ARY R. No 74021 a b Z R, •"6 • � iZ 4 .--�3 ' STATE OF :mow �. rL O R 10 801111110 tV A� ea00. CERTIFICATION OF INDEPENDENCE CS %Tt.°N.6 % L turf R P2x1 —pg Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLc is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E, "does not have, nor will acquire, a financial interest in any company menu ring or distributing products, under this evaluation. V Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the - product END OF REPORT ERP14D01.1 FL17326-R1 Page 6 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. - - ....... - _ D5S1V2G trect,ltaom20$ " 3��A1.27CS(lltt't�'O�hLQUT„�7CQ�.X'AiYXi~•✓�01'i4MZG1;IsSOC7S�C1.S(ki_L'1t�L._ . 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IIAA�t/eL/ISm IaR iPAn «ttvf �� ypyW� 1vA wl wvo v Y' M412A [Wt1fA]AlrIM IxiR vuR 1/t• la fAa GM1C V/ IL 1/A• Y a/{• E4RI.1 IP � aA1eS �--�1� 71. hiyh"^ NR RAe G]xV1 PR CAIUIGt �--t- I 3umbra nnavunfw • 114IX w emGts edo• Wll tlfa[l1.S,,R�,��I�� ltlt a¢ loR pP]]pRAL yENi OETZI�J 'RIl � Lam' IYAY t nK V/Ix) Gt• tM pR `R- ittli) li ai IY ' 7RAOK MOUN1 R.TA f'p.pyy gAe��'Ft'� 91IpU11C1'PRv39EU FI d�QS A3 acaogtPtfevMlfti tt�ft3f oFSCN IpA {iii n � s. a od • !1/ AM'U CacfrA • ( 0>'9+it lsAlmt If W Ixo fN tf11GD ry:0 lellM n f I � tAAfi WSS i1PAGt Rf9STNlC MISSLE ;LARGE IMPACT RESISTANT ' • tG wll 2Ctl]1i iA[RR yq/p4A 7WlR AitALiO ' Wf xGl fCRPfVi• Raal G001 SIt01 96 t23N 0 p011 nta vAaR Arrx�xym m y u tfI'llte 11] ��DIP IM A:Il1Gti ,rr SPECOtCAnDNS MD NOTES 1. ALL THE TOAD FROM ➢LE DOOR 15 1RANSFFARM O WITICAL MAM Mom THE RARFAXED OPAL JAMBS. MNETER ACCEDESNOi)ION OF. INCINWAD IRAI15Fk'WOM 111011111E DOOR. 1 L F LBs t o oANms Raw 9AXurw DESIGN Law Or. 3. DOOR AND HARDWARE VML BEE DESIONED 0,11VA01URED AND UISTALIEO VAIN STMT ARDS AS SET FORTE BY OAWL l DOOR SEOTONS SHALL OE SIT CA. (.02181 WIL IXTFA70R SOW RDLIEO FOAMEfA VI/ BAKED ON POLYERIFR S]I S. DOORS UPW 7,01 IRCB CONSIST OF (E) SECTIONS AS SHML USE (t) a 1/r R-TRUSS PFR SECTION & (1) 3' EOOA STRUTS AT ODTIOH SEONCH £ BOOBS OVIR (A) 3EOTOHS RUM TO TABLES I AND 2 ON PALE 3 7. SU POR11N0 STRUOTURAL ELEMENTS SMALL DE OESIONED - BY A IF PR13FEWOM ENGINEER FOR VW LOW INDICATE) ON "'IS DRATWO IN AODNON 10 OTIMR LOADINGS 0, T05 APPROVAL REQUIRES IRE MANUFACTURER TO 00 IESTHO OF ALL (AILS USEO TO FABRICATE DOOR PANELS "IM 7105 MOOC£ OF ACCEPTANCE A AMIWUM OF 2 SPECOJERS SIULL BE CUT FROM FJ1L71 Cat AhD TENSME TESTED ACCORD" 7D ASTM E-B ➢Y A [JADE COUFTIY APPROVED LAD SELECTED AND PAID BY -.TIE MANUFACTURER- EMY 3 MOHDI% 4-TMES-A WAR.-TNE MANUFACTURER SHALL WAS. TO TN3 OETTCO A COPY OF THE IEST REPORTS VAIN COWUWATWN TNAT THE SPEOMENS UK SETLOIED FROM COILS AT TIE MANLR'AC AFM PHDOUDIICH FAOU➢R. MO A NOTAAREO SFAlCt FROM iNE MAMACTURER THAT ONLY Cats RIM )YID SIRFHOW OF 31,E00 PS OR MORE SMLL BE USED TO MME DOOR PANELS FOR DADE COUNTY UMER INS NOTICE OF ACCEPTANCE PHWOR OF CARACE --.-1 NAx MTN two, I— DESGN LOADS® +39&4 L&S/FT SEE NOTE 2 -381.4 LOS/FT SCAWS 3y", O S 2"JIG It 7/2' DIFEBMFND k R "'I"' y SN III ATTA[x2M TD PAM EAR e.'�*vcT[' WET[ xYl% iOlr O/O' % Y sT/RTIV 6• FAIN TROS TTEI1 BP 0C. 2 1/2' INFUIIaIT/ -71 SLEEVE NIapA 0/e• X 20/S' STRRllBo 6' FROM fN05 iNEN IY Oa (l 1/E' quL9NW0 1 Vk/WNET AEt aRU-8DL7) OK' % S• CTMTI91E �a1 4NS 71K1) 22' DG 2 7/N E%eCOtffNa SDWS /S' % D' T1141 SCPEVe STAATIFq f' FAON Ol8£ WE PATH ar rASTEKRS <�• APnv 1 Mnr D• as <I rsr F%FEmaxr7 ASTI Y' G'A nFPST>VAIr B IIi7Sl%�'FOUEWfNn FAIR FIBS• USE PAINS' W ENPTEIO kHl) ENA. USEBKAS�TFYNFC iu! ltut/UIV t-/0 TLmD S IHFN ll OG SI 1/S' eLAOF MD BOLTS CAN aC WUaFNSVM( TO FMVICE A RVYN RQUMNC smr= WAUAIA116K DF VOW SNIQS 11 OTHER I ' 6TRWTURE STAUCNAE SSu= f�ROAU O FLOt I/2' NIN FAQ-]/1• HM FI2' UW � T' • PRCWICS•NGVMEO 'mmiEtanvom Ptb� Ida aka vmft rs kil � No�bSf CcORPT' /dU� is;ri OF FL ` 44-1nnlily' �K an Florida Building Code Online Page l of 3 I Irllnl!li 111.1-11 *sf'>' _, allsNama I lob In I UscrReststrallan ItotTbPlrs I Submksurde Iare Sla;s 0 pacts f ^41�J0A I Publications E paG StaffI aCiS Sltc FIaP I Links I Searcb I d . M �8 _ w Prodti6t Approval r•. USantPuGUaVse� ri!hitt hnninval, e��y > Pro!h¢t•nr Annttrouon _so,,.r. > AMIMan tlst s Appllantinn actall Pasd37 Application Type Revlsien Code Version 2014 Agpllcatleh Status Approved Comments Archlved I_l Product -Manufacturer Thermo Tru Corporation Address/Phone/Erh011 110 Industrlal Drive Edgerton, ON 435i7 (40).299-1790 rlckwC@rtvhldgconsultants,com AuthorIzO Signature Vivian Wrlyht riekwgw2dgcansultants,corn Technical Representative Address/Phone/Email 4 j r Alt Quality Assurance Representative? Y d Adress/Phone/[mall a . E,;•1 Category Exterlor Dbors Subcategory Swinglog Extert6r Door Assemblies CoMpllance Method Evaluatlonl Report from a Florida Registered Architect or a Licensed Florlda Professional Engineer M,Evaldaklon Report- Hardcopy Retelved Flprlda Engineer or Architect Name wile developed Lyndon F, Schmlcft, P•E, the Evaluation Report Florida Llcense AE 43409 Quality Assurance!Wiity National Accreditation and Management Institute Quallty Assurance Contract Explratlon Date I2/3.1/2010 Validated 6y Ryart.J,1<igg, P•t. 2 ValldaVbn Clyckilst- Hardcopy Received Certl(lcate 6FIridependeride FLt5o37 It7, r Of Certincate Of Inde re 1Lt1,'e' ndf Referenced Standard and Year (nf Standard) .ndi 2'4h� 0,0 �'b�v -rye•, d 0 �.. •; t gUivalOnce 6f fthduct,Staridards ' ��• Certlffed•8pti :��' . .lid '• ....•••��.� ti Standard Y_ 1 AAtMA/WDMA/CSAfo1/1,S-21A440 Aft EA866 2605 ASTM Ei096 zog2 ASTM E110-9a 20d5 ASTM Elp9¢ 2oQ2 AM C-1996 ' 2006 ASTM E330 2ijOG SSTDP2 2002 1999 file Copy http;//www:florina3ULiilding.olg/i)r/pr_aiip citl.asl)a?palaii�=wGj✓VXQwiDc-iiS73Fr2ZyiPg25... 317/20.17 q °' ',Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method i Option D 05/30/2015 06/28/2015 07/05/2015 08/19/2015 FL # Model, Number or Name Description 15037.1 a. Opaque Fiberglass Door 6'8 "Impact" Opaque "Fiber -Classic", "Smooth -Star" or "Classic -Craft" Single Fiberglass Door with or without "Impact" Sidelite or Sldelites - Outswing / Inswing (X, OX or XO; OXO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ: No FLiS037 R2 II Inst 15037.1.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See Inst 15037.1 for Design Pressure Ratings, any FLIS037 R2 AE Eva[ 15037.1.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (For FiberClassic and SmoothStar doors and sidelites, this product approval requires the use of "J" part numbers for these doors and sidelites, which have been stained or painted within six months of Installation,) 15037.2 b. Opaque Fiberglass Door 6'8 "Impact" Opaque "Fiber -Classic", "Smooth -Star" or ; "Classic -Craft" Double Fiberglass Door with or without "Impact" Sidelites - Outswing / Inswing (XX or OXXO) :1 Configurations Limits of use Installation Instructions Approved for use in HVHZ: No FL15037 R2 II Inst 15037.2.odf Approved for use outside HVHZ: Yes : 1 Verified By: Lyndon F. Schmidt, P.E. 43409 c Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A 3) Evaluation Reports Other: See Inst 15037.2 for Design Pressure Ratings, any FI-15037 R2 AE Eval 15037.2.ndF additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars -(For FiberClassic and SmoothSta�-doors- - -- -—............. -- and sidelites, this product approval requires the use of "? part numbers for these doors and sidelites, which hare been stained or painted within six months of Installation.) 15037.3 c. Opaque Fiberglass Door 810 "Impact" Opaque "Fiber -Classic", "Smooth -Star" or "Classic -Craft" Single Fiberglass Door with or without "Impact" Sidelite or Sidelites - Outswing / Inswing (X, OX or XO; OXO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ: No FL15037 R2 II Inst 15037.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Inst 15037.3 for Design Pressure Ratings, any FLIS037 R2 AE Eval 15037.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (For FiberClasslc and SmocthStar doors and sidelites, this product approval requires the use of "I" part numbers for these doors and sidelites, which have been stained or painted within six months of installation.), 15037.4 d. Opaque Fiberglass Door 8'0 "Impact" Opaque "Fiber -Classic", "Smooth -Star" or "Classic -Craft" Double Fiberglass Door with or without "Impact" Sidelites - Outswing / Inswing (XX or OXXO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ: No FL15037 R2 iI Inst 15037.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Inst 15037.4 for Design Pressure Ratings, any FLIS037 R2 AE Eva] 15037.4.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For FlberClassic and SmoothStar doors and sidelites, this product approval requires the use of "J" hitip://www.floridabuilding. org/prlpi_app_dtl.aspx?param--wGEVXQwtDquS73Fr2ZyiPg25... 3/7/2017 Ylorida Building Code Online Page 3 of 3 part numbers for these doors and sidelites, which have been stained or painted within six months of installation.) Sack E.11 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AArEEO employer. Copyright 2007-2013 State of Florida- :: Privacy Statement ::Accessibility Statement ::Refund Statement Under Florida law, email addresses are public records. If you do not want your a -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 mall. If you have any questions, please contact 850A87.1395. *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 area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: in ® kal: Credit Card Lft 746 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwiDquS73Fr2ZyiPg25... 3/7/2017 "I"'ERMAITRU" THEtti'MA TRU D1313R5 11 B INDUSTRIAL DR., EOaeRTON, MH 4as 17 OPAQUE FIBERGLASS DOUBLE DOOR w/ and w/ouf SIDELITES INSWiNG / OUTSWING '7MPACi" rENERAL KOIES 1. This product has been evaluated and is In compliance with the Sth Ellen (2AI41 Peddle Building Coda W1stucturalmquiemenlsexcluding the 7tighVelocity HurrkaneZone (FWHF). h 2 Product anchors shelf be as listed and spaced as shown on delolls. Anchor einbadmord to base moledai shag be beyond wol dressing or stucco. f 3. When used Increas mgssring wind bome debris prolectIon. This product complies with Section 1609.1.2 of the FIlC and does not require an Impact resisront covedrg,lbe gtoang meets missUe level'W. The ozem* m-cludes Wind Zone 4 as defined InASTM E 1996ond5ection 160V'IM of thef9d, 4. Forzrdud fromlogconshuction.anchamgotlheseungsshogbelhesomeasfhotshovmfor2s " buck masonry constructian. i 5_ silo condmons thot dev(ate From the delob of this drawdng reWle imlherengileedng anoysh by a licensed engineer or regMered orchgect. 74SMAX.FRAMEWDTH— yg ®® b � a inn 15077MAJMMEWMM INMem777SMNf. 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DmtluaAPPw+1{,F(-PS0TA0nMnP7WmaeM.•73D37dw9.9A 9 a i ~ a 6 NN �04 N � i PS.yT MAY DOOR PANEL HEGHf 4 r. .. � Y �rl�'. uS•' n � A m � 3p_al q N; p '•i •tt..F w n �1'. .•{'rL Z •� P. 'n i5 cr O�N F Ro .. �rF•----F-Q91" n � � P�f1o0CTi Cx�mnnb PnDv en r gpQ�� f: Y 1 THFR1dA 7RI1 1-maen r schmin s''-. Raadv�J�j Ne. Sswc/O i"• o z n. /•u. ArM. 1�1iitp� PARE OR ASSEL�L� [I 6UIlLINC CO]•1SULT/M5, ING x !r1 f DPL4lTE TO STH EO 101s F9C iF5 Tom! 1.7RER CLASSIC � P.f1 Bu 2t0. Vv1Aw, ft 7]SCS DOOR PANq• DETAILS PUe0e S8.9f07 F[tPE CAA No... 08Qg1J O i012 I1.W. vululxv vvxeW�xiv Ixv. t , a 1 h JLWknaATh=TmP&RWM •RRQ4dF Pmdu2Applwa4lF415¢1710anonS:Idmnt�M15a311wq,4.a n� T211 N � 95.25 MAX. 000R PgN0.HEIGHf G O LYt[ S �: i7 •'O A O O PY"A �i1 m .sc F. o MCI �.n' s€ s° O w `, "� age• -_ - _ - _r:r_: ; O 0.9C J+9p3C11g1j�Li No.u1a9 I i •. .. of a �ao+a n.w. 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Owut.e Cee�vuvune inn. bxN of It IYP.HEAD of zq- RUT 10 a SHOWN FOR REFERENCE of ^ 0 � lAil UIrRACO I - - I I - - _ _ SEE SEE L DETAIL I L DESAIL I _ MASONRY -' TYP-HE — 14-9/16,JAMB — I MASONRY TYP.HEAD >< OPENING 7S JAMBS D 69/16'JAMB � OPENING x OIRECTTO E. 4-9f16' JAMB I — J FRAME MASONRYpq h o FRAME b-9116'JAMB 'O D DIRECTTO _ _ _ 4-9116'JAMB N MASONRY 6-9119JAMBfTO 2XBUCK2XBUCK _ I MASONRYE MASD[REONRYt'j'� E tDI TAIL2 EL I I ^$ 11 Lj 4.9f16 JAMB • y N DceECTTO FRAAIVORING . ME /RAMEANCHORING 69/16'JAM3 0 MASONRY DBtEcrro MASONRY N 1XBUCK H 29 2X BUCK L ..-'-- o-'----ASTRAGAL ...... _.... _. 24 DDEi� BOLTHOLE ASTRAGAL nEW12 BOLTHOLE 24 CONCREIEANCHORNOIES; Innvmg 1. Concrete onchwfacoforu of thocomer ^bY he edsvtfed to moinla6, ffi--*I. IDHGEDPAIL edge d¢Fance fo mortwjdntc 2 COrICal9 anrhwlocotloru noredaa+Az.ON cwIER'.murneaar,rred fo mvinteF, lhemn.edger£stanco b ma3w(arn4 oddRfoxl conwele onrltoo DIRECiTO may b—gdsedf.m—fAe Ma OHCENTRt's! ri*Aw wfexceed¢d. MASONRY N 9.0 mfo anchorlaWa; pE_ s 3� m D -MNf,F,�SeS ri r 'MEN.- d tyz.•� . SNF `Wit in } GD_-.. 3 fJt:HORc TPH TAPCONe 4' FLCO ULTRACONa I/tie1-114' TAPCON e �Ifd' 1.1/4 7' 1.112' IXBUCK G 2X BUCK K 26 lYrDSCREWRISTA%I0NNOTE3• DETAIL i 1. MatntannrN 5/R-edye dWonce, V—d12facce. A 1'...sP.do f w¢od-- to Prover Dm rpNthg ofv d. yr. al al � M un �z 1 27 5 2a lA1CHdDEADBO[TnETAfI u SEEHrNGE DETAIL •- z u utF 8 21 12 rxn N.T.S. oao ¢e JK ool. an LFS ? 1 & HMGEJAMR ASTRAGAL FL—SOJZ4 0 m 14 orl6 O O yl . gT — � Ftx a�amo ' E Sd'f ue sac 9 ill• 'S 1'N rmx � ZI I B aua a^ `r y� llV190 9 �� s a N Ii 0 0 a l7 ---Ald'li I ' n SL'0 P scc z, sce m � s'a sa ;� �!• � IFy ii s G It ' dAl Ll 'au it sat F- .E9nZ AC'91—-.sent , oPac,W�p�uultrlrn =r ...SZ'S8 PI tlll BfM OF MATERfALS MM4 MSCRUnOR MAIIWL A IXBUCKSG>=D.42 WOOD B 2XBUCKSG>-OA2 WOOD C 114'MAX.SHIMSPACE D 1/4'X23/4'ELCO OR ITW CONCREMSCREW STEEL. E MASONRY-3,009 PSI MIN. CONCRETE CONFORMING TO ACI 30TORHOLL05VBLOCKC0W0RMING70ASTMC70 CONCRETE F 1/4'X 13/4'PFH UW CONCRETESCREW STEEL G 3lI6'x31/4'PFHIIWCOkCRETESCRLW STEEL H 1/4'x&1 ,V PFH IIW CONCRETESCREW STEEL P 1/4'X2.1/4'PFHRWCONCRETESCREW STETS J 1/4'X33A'PFHBWC0NCRETESCREW STEEL K 08X21/2'PFH WOOD SCREW STEEL L RIOX24/2'PFHWOODSCREW sun M B9X 2-112'PFH WOOD SCREW STEEL 1 HEAD ANDSIDVB JPINEJ IG >=0.42 WOOD 7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 11 10X 1-1/2'PEHSCREW STEEL 12 #10X2'PFHWOOD SCREW i. STEEL 18 THRESHOLDOUISWING I. ALUMJWOOD 22 INSWWGSIDEUTEADAPTER ; i STEEL 23 OUTSWWGSIDELITESPACER STEEL 26 ASTRAGALSTRLK MATE a STEEL 27 LATCHSTRIKEPLATE ,3' STEEL 28 DEADBOLTPLATE STEEL 29 4'X4'HWGE STEEL 32 DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUM./W00D 40 FIBERGLASS DOOR PANE -SMOOTH STAR 41 FIBERGLASS DOOR PANEL -FIBER CLASSIC _42— FIBERGLASS DOOR PANEGCLASSIC CRAFT 46 ASTRAGAL ALUM. 47 ASTRAGALHMBOLT STEEL 4B ASTRAGAL FLUSH BOLT RETAINER STEEL 50 FIBERGLASS SIDEIIIE PANEL -SMOOTH STAR 51 FIBERGLASS SIDERE PANEL- FIBER CLASSIC 52 FIBERGLASS SIDEUTE PANEL -CLASSIC CRAFT 86 IX MULLION I5G>=0,42) 1 WOOD �l ? TFr T9 If �s• -3.• m r-� 4.563'� HFAOs3roe gg Jomb $ m i a ggz a S.B3 a r1 L a !I — JS meub a wth 8 2I 12 _ 1 svae N.7K O GSI S ROSIDLN6� Jc 3J Spacer �� plar oru ea wa � FL-15037.4 c ( MIAMI, Al7� 141TriM DADS COUNTY o PROIjUC.T Cpl`tTROL SPCTION DAPARTi11PTYT U' , GiltATORY AND l.CO-aOIVRC RMi QUACES (IiM) 11805 SW 26 Streer, Rdgih 208 D OAIED AND CO)).D.(tiI AIMSTR kTIOKJ)]'YISDON T (78G) 315 2590 r (*) 315-2599 NOTICE, Or' •fS1.CCi r'PTANCE (NOA) iytv�v.ntlnriitdttd�.>ra�+/bcuiin�tty P�i'r.T zrx(IUsft'lesa Xxxc. 1070 Te.ehnologybrive North Vbbke, in 34215 Scent This NOA is being 'issued tinder the applicable ildos aiid regulations goveining the use of, -eQnshuotion i tegiais, TIie doauttte�ttrition s;ubniitted lots been reviewed afid aor;ept d by Muria lade Ctoiiaty }eft - paoduat Odht "ol Section to'be used ift IYIIaFni D"ads Cquuty and gtlteP areas tivhe a afiotiyarl liy fife Authority Havitlg Juaisdlotiau (AM). This iNCiA shall not be valid -aftor-the expirationii beOW date sthte. The Mianii-Dade County Proditot Contt91 Sedtipri (M 1VTf61Dz-Dade County) and/or the .A111(ib areas other than.M amI-;Dada County) i'esetve the right t4 hoW this prodetpt 'iir inateiiul tgsied fa;'_qualify asstnanc6 purposes. If ttus prridtict or materim falls to per opn zfi the .ac a ied ml piiet; the �nariufrz6turer will lticuc the dxpditse of sticlt .fiesting and the AHT finny itmnediately revolts, modify, ot; suspeixd the use of such produeti or ttiatodal within their jurisdinfio•n. REIZ reserves tho-right to revoke this acceptance, if it is determined by Miami 7jade County Product Control Section that this product or material falls to .meet the requirements o f the applicable building odds. This prottuot i's.appro'ved :as dsscrAedherein, and has'been designed to eoinply with the Florida Bidlding Code, including the High Vaiooity Miploaae Zone. MSOR PTIOlvt. Series'°�SGD�770" Alunli>a:tm Slldi�ar; Gls�sa]loor�v / 90° & !35` Corneas �L.iVX,1. i .EiFt"ROvAL 1?�G I +fill: Drawing Nei. PGT0130, tided "Serles 770 Alum. SGD - LM lmpaot',; •sheets 1 through 22 of 4, dated I'Q/101d9, with revision B dated 05105116, piepared by manufacturer, signed and sealed by Anthony Lynn Miller; } ,X, bearing the Miamz Dade County Product Cgirtrol Revision stamp WlEh tite Notice of-Accepiamo nu&bexi a, ud expiration date by the lviiawl Dade County Product Control S&IOn, 11RStS.II, IMPACT "G:urge and Small Missile lrmpaet 12esigtant LABDLING: Enoh unit shall heat• a Veeipianent 16beI tivlth the xitanufaot<trex's Warne or logo, city, state, axodej/series, and following statement; "Nliarx2i:Dade County I'ioditct Coxitrol Approved", unless otherwise rioted herein. j MWENVAL of this NOA shall be: cotWdovDd after a xeneWpl •applicatloxi has bet li bled mad there has been no cl�axaga hi the applicable bttiiding code neg$tively affecting the pexlormance of this gcodua.t. TL,IRMMATION of this NOA-.W.111 ogmi, after the exp ndioa date or iftbere has been a revision or change is the materials, use, and/or xnanut'acture of -the ptoduot or process. Misuse of this NOA as an endok8etnent of airy product; fox' sales, at1Ve1•tising or any oilier pluposes-shttll agfopiatiaaily teiTdinate this`NOA. FAilpro t6• oomiily wltb any seotlon of this 1fOA shall he' gauss for.term%natio t reinovgl 4.NOA, AD'P.B.2US7Gilr0, NT: Tire NOA nwn'ber prsceded by the words Miami Dat1e County, Ylodda, and frillovved ty tl s expliatioxx date Aay be displayedi iu aciverdi g Bleed re. it oay p6; --R -f the 146 is displayed, ti p it 64611 be 66Ax i xts eittuety. Si?)1CTXQIy: A copy -f this mite I70A shall 6e Provided to -ft ttser $y tire .indOgf'actuta or ifs distdbntgis and shall be available for insp.eoiion at the job site. at the request bf the Building Official. T1iis0()A icvM0 NOAH 15101-115 Ord consists of this page 1 imd evidpace,pa y s B-1 and ", as well as a�pr v'.fil'dti ttinertineiktlen6d ab&6i t .t'r'. P ,. .}}�,;t " TThe submt itted d0dPAI iitO04Was.tevieyved byJfo> e:i1r ljnsoxtc Lit,, ::}t; i.•!•�;,�1 i1 �5�,�s7:•fjmFC�4y:s;,he NaANo, X60.G2D.05 rArntnpna ,a NTY,uAr 7 2020 . We. August Augus 04, 2016. �07 jj�`t�t� .4 t,, f.,a'�'{ (t%,•"c sa r�`f�ia1i� �&gC1 jr !!" d PCT I adastrks, Iuc. NOLICE OF ACCEPTANCE: BVI E; NCE SUBNffTED A. DRAWINGS 1, Manufacturer's die drawings and sections. (Submitted under NOANo..14-0Y.23,X0) 2. Drawing No. PGT0130, titled "Series 770 Arun. BUD -- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05105116, prepared by manufacturer, signed and scaled by Anthony Lynn. Miller, P.E. B. TESTS 1. Reference Test reporL on l) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked. -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06120116, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) ,? Infiltrati6 Tee- -, per FBC, T 2- — - 2) linifornn Static Au: Pressure Test, Loading per FBC,, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 K 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20`9��. , r' 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS �02- alongrivith &oxked-up drawings and installation diagram of an aluminium sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report NO FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E, (Siftiifted under-NOA No, 14-0123.10) 3, Test reports: on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) UrAform Static Aix Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202--94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411,12.1, and TAS 202,.-94 along with .marked -up drawings and installation diagram of an aluminum sliding glass door,: prepared by-FenestrationTesting Laboratory, ino., Test Reports No,: FTL-5980 R, FIL-6001-R and FTL-6015-R, which have been revised and reissued on 12129/09, all signed and sealed by Julio Gonzales, P.E. (Subn#fted under .NO.Ai No. 09--0826.10) Jorge Mlaseneia,l?.E, roduct Control Unit Supervisor NOA No. 16-0629.0 6 Expiration Date: February 17, 2020 Approyal bate: August 04, 2016 E-1 fA . ri PGT industries, Inc. .NOTICE Q)R ACCEPTANCIE: E, VIDE? NCE SUJBMITTRD A. 'PESTS (CONTMUED) 4. Test reports on: 1) Air Inftltration. Tess, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per F13C, TAS 201-94 - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FB C 2411.3.2,1, and TAS 202-94 along tAith marked --up drawh gs and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, ffL-6001, I+"I`L-6014, ITTL-601.5, FTL-6017, 7FTL-6023, FTL-6024, FTL-6025, FTL-6028, .FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NO,4No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203--94, issued by Fenestration Testing Laboratory, Inc. (Submitted rsndei-NOX- No, 15 0430-,09)-- C. CALCULATIONS t ,. 1. nzhor.yvetification calculations and structural analysis, cotnplyp v, ih F$C-5tk ditic*(2014), dated 01/30/15, prepared by manufacturer, signed at sealed by Anthony. Lynn Miller, P.E. s: $itbmi/ted zmder previous NO.A No.14-0128.11) 8 2. Glazin9'complies with ASTIY1Iv+ 1300--09 D. QUALITY'' ASSURANCA 1. Miami Dade Department of Regulatory and Economic Resources. (RER). E. UA.TLR.IA.L CE�.TNICATIONS 1. 140tice of Acceptance No.14-0916.10 issued to Kuraray America, JCnc. for their "Butaeite® PV13 Glass I'nterlayer" dated 04/25/15, expiring on 12/11/16. 2. l otiee of Acceptance No.14-0916.11 issued to Xuraxay America, Inc. for their "SentryGlas® (Clear and White) Glass Ingerlayers" dated 06/2511-5, expiring on F'. STATENTS 1. Test proposal No.16-0152 dated 03/09/16 approved by RER. 2. Lab cotripliauce as part of the above referenced Test Report No(s) riTL-871.7, FT.IL- 89,70 and FTL-8968. E - 2 Sorge M. NflSenda, P.P,. Product Control Unit Supervisor NOA No.16-0629.06 Expiration Date:. February 17, 2020 Approval Date: Angust 04, 2016 PGTfndustries, Inc. " NDUCE OF .A,CCEPT.A•NCE: FVM ,NCE SUBMITTE' D F. TESTS (CONTINUED) 3. Statement letter of cozfornnanoe, complying with. "( C-5`h Edition (20714), dated October 8, 2015, issued by manufacturer, signed and sealed by .Anthony L7nn Miller, P.E. (Submitted widerprevious NOA. No. 14 0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.14-0128.11) G, OTHERS 1. Notice of Acceptance No.15-1013.15, issued to PGT Industries, Inc: for their Series "801)-770" Aluminum Sliding Glass Doors w/90° &135° corners L.M.T. approved on 10/29/15 and expiring on 02/17/20, ry.. ' n• ryt 1 % I 1 I ` I I I JorgeM. Plasencia, p.11+. rodnct Control Unit Supervisor NOA.No. 16-0629.06 Lixpirafion )late: February I7, 2020 Approval Date. August 04, 2016 LNCLUDING POCKETS & 90011350 CORNERS3. pj?rJONS-SEETABLE'B; ZIiIS_SHEET_& GLiiZJNG DETAILS ON SHEETS14&q._ , SORES: ?. 51GN LOADS BASED -ON TESTED PRESSURE ANO GLASSTABLES AS7 m E13dD. 7GN`LOADS.BASED•ON WAT£RTEST.PRESSURE.AND.'GLASS TABLES ASTM E1300. -r•Ge do_rroer_ calzFac n IM- T=AsS HAS NOT BEEN USED.IN THE DESIGN OFTHIS 4) 8HuT[ERS Af2ENOT REQVIIRED PERFBCREQUiREMENTB, AS.APPUCABLE. q)INSTALCAMORSCREWS, FRAME SPLiCES;FRAME•ANR'PANEL CORNERS'TD BE SEALED WITH N.4RRO1N;:lOINk SEALASQi: :6)•REFERENCES: ELCOULTRACONrCREEFLEX AND'AGGREGATOR N04S, ANSIIAF&PA NDS FOR VJO00 CONS7RL1GiTONdiNd.ADM, ALUMINUM DES)GN MANUAL, 7,)THIS:PRODUCTHASBEEN DESIGNED &TESTED'TO COMPLY WITH THE REQUIREMENTS OF THE •AURRENTFf:6IZD/ Bu)LDTNG` CODE, INCLUDING THE HIGH VELOOrLY HURRICANEZONE (HV144 '8}.DOOR SIZES;MUST BE•VEl3fPIED•FOR,CON0LjANCE WITH EGRESS REQUIREMENTS PER CURRENT -FLORIDA BUILDING CODE, A!9-XPF.11OABLF- III COW a:" Group AnOh7r Sub*;ffe Frame :Member Min Edge DIslUnce Embed 'Embed rt ' 1 yy Elco lJltracon _ Canamtv(mm.2as rtal) eed1SiwJmnb 11 a!a- . Lftalduled CMU, (ASTM 0001+ Jamb only 2-ur. -114 ' G,aUMdCMU(AMMCQ0MIn.7.X119 UU - JambdN znrr 1-2fr. -z 1r4'flco 61D5S. gefeFits �emte (mtn:3,36,1wA H�drssfaum T W4" Un9rou Cb1U. 7M•Csa), P_T. St1Mem Plnn'(SCb0.567 Jamb.11Y MWISIIIIJamb, 271 r, 17 Iva 1 13as, 1r4•Elca uluacon CO^an"e 1miR;2,65ksD UnlrNuted CMU. 7M G901 VA dlSA1 Jemb.aN 1^ 17 1-wa- 1-114• a �72,1anor410 S.G. S(IIS. (min. 111hrtedalln) Pr'aGu"'MP o 9G=OS51 HasdrsPU(amb srls tars Awmilaim 5063-TS' HeZdlSfillemp• 3f8` 0.1763' +5 eel, AW 'Skal Stad, AMB'GL-33!• . HWISIV fdCadlShcWa:tib SIB! 31a- J)MV 0.0451• ' 114• Flee I" S,S, A00re-15ctor -Caneteld (min, 3.275 NED, HcadrSlUWeMb. 1-11z' 13r3' urmrotud (=U vzrm C40) Jamb.oNY �" 1-V4' Gu(edCMUyt51M c_ANs1i;mLi) mtnS6-0.5 Jamb'anty 2' y I •P.T.SotrtbetnPlna(am: ' noVallllJama V I1.1l8• 4 qT4 Slaof SMS•G6, (CIA 11 ihtebC'sfn) P_T •SaWhem PJne (S HeedfSlwJamb EV16• 1+118° Anmimatll, 6053-TS Yaad731170=b W.4La.9'• SMI, A36.• - ^Head1S1➢1Jarriti I vV I MOW Stee15Ml.Ati33 G1.33• He¢tlISINJ=b 1 WX 1 0Aa51- TESTREFOZtTS-'M5980,Fi'L5993,FTL-60�1,FT"IJ14,i•TL-5045,-PTL-6617,FTL-6622,FTL-6023, 'MIN.OF37HREADSBEYONOTHEMETALSUBSTRATE.MErALSUBSTRATETOMEETMIN. 'FT)-•b024;FTL8025,FSL1i028,'F7] b031,FiL1i.DAPTL-SD96ANDF.IL-7554 STRENGTHANDikicxNESSREQU)REMENSSPER:CURRENTFLORIDA:BUlt.DINGCODEAND T0.BE REVIEWET) BYTHEAUTHoFmY HAVING:JURISD1CT1bN. P-HOOK INSTALLATION REQUIRES.2,SSV'MIN. EDGE DISTANCE, REFERTO SHEET 14 FOR ANCHOR•I'i07E5: ALL -SPECIFIC P-HOOK REQUIREMENTS. 1)'FORCONCRETEICMU SUBSTRATE APPLICAMONVIN MIAMFDADE COUNTY, USE ONLY. MIAMI-DARE COUNTY APPROVED ELCO ANCHORS. SEE TABLE AON-T,H'ISSHL FOAEMBEDMENT,.EDGEDiSTM.CEANDSUBSTRATEREQUIREMENTS. GENERALN07ES..._. .1 '.Y) FOR 6THER'SU85f.. APPLTGAT;ONS SEETABLE ON THIS'SHEE7 EXAMPLE CONFIGS.- -2S 3}WOOD:BUCKSDEPICTED ASIXARELESSTHANI-1/2•THICK.PROPERLY'SECURED,IXWOOD BUCKS ARE OPTIONAL IFUNiTIS GLAZING.DETAlLS•.,.._.-,4,5 INSTAL.LED.DREGTLYTOZOLIDCONCRETEWOODBUCKS•DEPICTEOAS2XARE1-112'THICKORGREATER.IXAND2XBUCKS:. /jNCHORAGE- „.614 (WHEN USrb)SHALLBEDESIGNED70.PROPERLYTAANS�ML•bADSTOTHESTRUCTURE. BUCK DESIGNANDINSTALLATION IS THE DESIGN PRESSURES..__," RESP011S1BIL11YQP T }iE'ENG ER ORARCHiTECT OF RECORD B TO BE REVIMED BY THE BUILDING.OFFICIAL, II ISTACL 16EiA1LS.:_ r _12-14 .,..�-. i„errearcrrarnciTinrnl:STRENGOroND"rFBCHNESSREQUIREMENTS.PERCURRENTFLORIDABUILDINGCODE AND TO IF•SILLISTIGBTTOSUBSITi'ATE,,GROUT.OROiHERMiITERIAL•(SNOTREQUIRED-WUSED.NONSHRMK,NON-METALIJOGROUT CROSS ,SfiC710NS-. «,18,19 3X..y1A';'}lLCK,&34DO.PSIMIN.,:(D.ONEBYOTHEfgmutiTFULLYSUPPORTTHeamRELENGTHOFTHE SILL THATISNOTTiGHT PAR7.^uL151':r....................20 )THI SUBSTRATE; AND 1RANSFER'bMEWWAMTO SUBSTRATE IF SUBSTRkTF- IS WOOD. 309 FELT -PAPER ORMAEMCIS: EXTftUSIOn]5.. ._.,.. �1122 QUIRE7.BM WEEN7t1B GROU-rMD'WOOOSUBSTRA7E, OK AS APPROVED BYTHEAUTHOR(7Y HAVING JURISDICTION•. ABCEB SEEOEfOICSONSHEETS4'&S OESIGt4PRESSURERATING MPACTRATNG pas co1ZODU' ngVCSED mPlwlt C r flh4hn F(ori a �°�' • a , ➢aattptlbrr(Uckd Ldm:Fkladarfd lnmticq .•b3 7AGJJlminatad:)lltes nf3H9: 11S GIassw7dt.p9C PVS10ttdaYtr 033A 911B^. Lmn'iinntdd: (2)U¢bi'Of ila! 4LS•Glassivllh'.0�'•FV6 N(CdaYar . ,GS' 7L7S'Iamta'atad:(21 Olaao(3I7G.HS daastvllh.�OtSG01[eda er' -___ .. _ _ _ ___. ,�>.�':..(Y.7, WA 911fi1a7ninatcd!MUlesOGlra••Y,s.GfdsewM,o9a- GS !'LOm)na(adLG�:N16'7�1adtN OaO`r•3r8"A[CS�c¢+dNb:L'imina1cd:•(2)LllhsdW16'1,19.131no 441%-090•FV3 iMMIYer GSA 1'rmmlts+tedtGa 114 TE3ttedarTa r;6HC'Airst>arE t7116',L2m&intdtt. Utar'alte lts Gima wm.090' F'YS LY.orl3yer •• .Q6 1^1.emi,sddd LGt3116'TEYlndorLbA+'318°A(rSGsee•*7/76"Laminalad: R)�= �ti6'tis Gtaeo:v4rh:000•SG lnmdaler. ta:f711S 1an+6fateek )flydadf37.16'H9 GIJs05uhtS.OStI SGlOtadsyer G6'A.1°tzmmatedlG:i1•i!TExledorCadr6Ms'A1r .Gr• 7/fS'.L'dmUtotet 1Ladtif3Y18'•ANN'Gfa:tw:th,090'SGlnfnda ar G7A .C;B 911E%'WQBrtsmd:{11'u(tz�111d`ANN cOam:ttidlh:09tM:SG•NkdaYcr 1.4afiHatptl.LG_3riS`•T�(erini'CeP.•�3ra'AItS ese F.7/i6"t�n't%ated;'(�(St�aF31]6`.ANN Gmss ts(th:.090' SG.AIcAnyar G8A-1•r.aminatadLG::-1/4'.TFstzBmtaptSllCAlrSpaba+7176'laafiratca;l2)lllzaar3'18- wall- 0•SGNledaytr sEETA8LE51i,2&3➢N. RATPh FOiLLARiEA•SNALL • Bunfmgr:ede SlfEEI$S.7S9, :MSMP161PACTREE SISMINI Nl2A-Na. 1&-0629A6 STANDARDS USED: Expiration ➢aio 6211712020 •2014FLORA)A'Bf11LDINGDO➢E (Fe4y,EIFt EDITiDN A a AN51/AgPANDB-2017 FOR.WOOD WNSTMOMON e o Proauet•Convel _ tiAtJMIN((MR'rSIGNMANt7AL ADKE?D30 •AIS(-67 OG-07J52?W1 d i GLAZING NOTES: ��NAt VAIN & J !lti� �( Sri �ANN"=ANNEALED I^HS=HE4TSTRENGTHi ED CEtts t� 1'�t E:,R !..r=TEMPERED pVB-=.690.'BUTACW- PVB'BYKURrARAYAMERICA,INC. Na.63706 'SG°-.090-ENTAMASP'SY KURARAY AMERICA, ING. ��� Octvc�Jrunc.verf-ue�u-uvi:urlrnva • w.u.•� i L; art aJ--.UYa rFtn:°.PUIUM sad ° sr, M' . MS ,, -22 PGTp130 CONFIGURAMONS'NOTES: . EXAAMPt-E CONFIGURATIONS i}ALLCONRGURA.MONS•SIIOWNAREALSOAVAILABLEAS -.- MR7F ONfiW1DiEi LOEATIONSUSWG.DAL°JYP,''Jt-'KW ORlK 'IN8TALLATION. jAAX:`UNTTWIDTH - - - EXAMPLEI/rPANEC INPOC P).CO�NFIGURATIONCANBE 1 NOM. PANEL WIDTH ;PXXpSP.PXXXX'Y)R XXXXP,.OJOOG IN POCKET C013fTGURATION NOM PANEL-VADTH• CAN 8E 0)OCXp. PERTABI:ES 13•: 1 a PERTABLES 13 .� 2)9D°E136'C0RNERCONMGURATIONscAN•BEAcOMBIwiw. i 1 II AFANY2STRAIGHTCONFir.URATIONS. Jo 1 lL1AX UNIT to 14 •Viz& c MAX: UNIT' � � 1a 4 + o K o 3) FOR KOM. PANEL WIDTH, SEETABLES-13. HEIGHT / +a , (('r�W HEIGHT �, 7 1A IIts-�uL'=OPERABL'EPANEL,. PET2TABLES 13 i� PERTABf E513 / i L1 I _2 °0q,=INOFEHA8LEPANEL, a IN w,=POCKET pOcxer n rta POCf�r r n f—DETAILI:ETTER %V'=WOODORMETALINSTALLATION 1-PANEL 2-PANEL v we -..c6NcRETE INSTALLATION CONFIGURATIONS + + 1 ,a CONFIGURATIQN5' j , +—sHEEfNUNIBER MM.uNTT W IDTH MAX UNITWIDTH 1I DL•O•WfDTH - NOM. PANEL WIDTH -7' jII 0l 0 HEIGHT= 4OOR UNIT HEIGHT-10.12b' N'QA pANELW,IDTH 1 .3. NOWPANELWIDTH t 1a i 1s I PANEL f eavir-DOORUNTHEfBHT-tgfr PERTABL• ES 1-a PERTABLES-1.3 ' Jw JG •. 1 7 Jw Jc � ro MAX. UNIT MA)O.UNIT ate' ,D . 9 td. a . ism HEIGHT HEIGHT I hu PI=RTABLE81,3- / % I' ;d� TABLES 1-3 f/ % � � •PDCXET i a .i.� � � % � AOCXEY i4�`• 3 ANII CONFIGUF AMONS. i� d4PMEL CONFIGURATIONS : 1 1 3 MAX. UNITWIDTH mAX. UNIT WIDTH i NOIN. PANEL WIDTH NOM. PANEL WIDTH PROIIT3C T'REVISEII 1'Xta +�a FERTABLES73. ..+3 as comAt4irt9 wiffi il,o Florida . .PER TABI:E5�13 '- - - _ BDlldtag'Coetc . ��------^^----^•^^ .�� t 73 itoA liv, 1fi.0629.06 60---- +Expireflan bate 0?Jg71202U l 1G� 1 7 7 v.79 r 9 ',9 I - 7 d• &Dr.- M 'U 19 �'y SR 7yfa - AYOGUCt Control t �4�ay HEIGHT f�.. U 3 , ,9 1 , /9 / 1�s TABLES73 % srt PERTA&ES1.3 L! AOCKvT j � � �R 1 `i U. ��uc:i4 t`• •f'ht ^ri. 6--PANEL CONFIGURATIONS 1} , CORNER, IYP.— (OUTSIDE CORNER SHOWN,- INSID)EE:CORNERSIMIL•AR) WaW: o,rm � r� ••�• -- :Ti: It : ,t, . o,� r wma r 1= r>�9Na XyY , . EXAMPLECOIVFIGUPA770Af$ 'fe: = .. •:. ti r+G: ••+ Y• m AL YGNlCE }Y.ats75 ar -�``:Yr•er-.:. SERIES 770ALUR SGD — LM IMPACT cr.,aae au`- ye u.v1P �* .ALYNNMILLER P.E •..� o m c'etr QFnancna�s ° sso-nD NTS 2 r 22 PG717130 B' PF�F�)Ds EXAMPLE-CONIdQk bN - MAX. TESTER UNIT WIDTH = 356-7116" 996" HEIGHT NOM. PANEL WIDTH Bass" PERTABLSS 1 3 _ J j MAX. UNIT ' ' 19 T t� / HEIlMHTa NOM. PANEL WIDTH PFRTASLES 13 MAX -'UNIT HEIGHT 1 i PER TABLES 1-3 NOM. PANEL WIDTH PERTAB[ES13 t t ,fr MAX UNIT ' ' HEIGHT t is PERTABLES 13 G-PANEL CONFIGURATIONS MAX- UNT WIDTH If 7-PANEL CONFIGURATIONS d-I'ANtL UUNt'IUUtCM1IVIUJ micapuwr POW—=r ,4 --- . t 3 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "JVP, "Je. "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL )0=IN POCKET (p) CONFIGURATION CAN BE p)O=p•p)O=ORXXXXp. O=IN POCKETCONFIC,URATION CAN BE OXXXp, 2) 90° 3135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR MOM. PANEL WIDTH, SEE TABLES 13. W1 � OPERABLE PANEL, "Ol = INOPERABLE PANEL. W. = POCKET DETAIL LETT R Nj =WOODORMETALINSTALLATION c =CONCRETE INSTALLATION d'SHEET NUMBER DLO WIDTH o NOM. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT hMGH T-10.12S' PANEL HEIGHT= DOOR UNIT HEIGhi-1,866" wow^ =R1aS 770ALL!)4f SGD - L1W INIWACT awe mfc w+e a-bau. Scapa Al'i'S 3 e 22 PG70130 PRODUCY REVISHb ucompryingwith tho Rorlda Bm-ld-mg code 1(i-Q629"Q6 NOA-No, ExpTrrSen Date 021211711202`D Mintar ,#Wroduct Control nhu:I i-1 •i •L3::,�c1�': t A. LYNNMI1! EFL RE GLAZING! DF-TAlLa(Ga-. GSA-, Gr4,-G4AG.5'& G5A) 7/1-VNCM- 7116'NOM. V Nom. 3AW HS GLASS --\ 3�16"MGLASS - .090" S 74 31161,LS GLASS - 3116,ms, _GLASS 3W AIR S T4 az 314%05L GLASS mmhloh 34"NOM. GLASS 124-127 'SW NOTWL 'GLASS BCfEBIT&- 5 . 4 541. Tham.LMNA-TED GLASS,.-fYPE G3 7./16"'LAM INATED GLASS, TYPE 04 1' LAMINATED I.-G.. GLAeS., TYPE 015 NOLL .jjV.kLSGLASS' a 3t16, lie GLASS 74. T4 /J 5�1 V IR SPACE . 74. 1114" T GLASS 82 rFtIQR mcT.-M oa GLASS GLASS. <2 EXTEMOR gLtE PRO13UGT REVISED as —Mplytnq VAth-Aho-Flothra sillIdIns code '{G-0629.08 54 IEXpimtlon 1),.t. 0211712020. 15Y. -8116" LAMINATED. GLASS. TYPE.MA 9116" LAMINATED MASS, TYPE G4A V LAMINATED I.G. GLASS, TYPE GLAZING NOTES,- "P\wzSUTAC17'E.FVftYKURAR4YMEPJCA, INC. .090' I" I Mom L-:,Fp— rpjvv GUONG•DMAILS "70., R— 14 MICE FU F SERIES 770 ALUM. SGD - LM IMPACT CWlr-WAfrfP-h=9 17TS. 1 4 -22 GLAZING DETAILS {G6, G6A G7, G7An G8 & G8A) 1" NOM. 7116" NOM 1" NOM. 3/16" ANN GLASS 3/16" 14S GLASS 3/18" ANN GLASS .090, S -090, SG ,0g6" SG 3115' ANN GLASS 3116" HS GLAS 3181AIR SPACE 33 74 31167 ANN GLASS 7 i 318"AIR SPACE 74 3/18" IT GLASS 1 3/15'I T GLASS f a2 I &3 EkTERIDR 3/4 NOM, 3!4" M. 3WNOM. GLASS 124427 GLASS 124-127 GLASS <0 6CfE BITE F=pMR EICTeRfOR aI i /i BD 79 fi4 55 55 1n' LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.Q. GLASS, TYPE 08 b__ s('{6'NOM. 1'NOM. 3I16"HS 1/4' ANN GLASS 8116" 1[NrF GLASS A90.090" SG3116' HS G3M6"ANN CLASS6' AIR SPTti 1/4• ANN GLASS .. £` 4a 511 G' A1R SPACE 1(4"•1rGLA5114" T GLASS 33 314"NOM. 3G ASS � 6x'rrR�DR GLASS lzatzz HITS OLASS 314" NOUI. iz4lrr afTe a 81T£ am PRE RODUCT VMS M EXTERIOR u compsplvp with tho Mond= 4 EXiFR1OR 1 6aild ng Codc 81 i NDk No. 1S•D6Z9.D6 _ 70 .I 54 �I Exp-mg—Dafc•0211Z202D r 66 BY .••• 7A1— i'- q�dn� pMa..t�MIM 1' LAMINATED I.G. GLASS, TYPE GOA 9/16' LAMINATED GLASS, TYPE, G7A 1" LAMINATED I.G. GLASS, TYPE G8A GLA71MGNOTES: "AN "=ANNEALED "HS" = HEAT STRENGTHENED - 'T"=TEiv1PERE0 •PV8" 090"SUTACITEpVftYKURARAYAMENCAINC. -Ktt r= "SG"=,090"SENTRYGLA6�YniRARAYAIAERICA,INC. .�: //� �`: Keener• aa: RnLM : sdrtw JJJ[o1-S : � �•• JR os nrs a M5USPAMM lam 7zs+rn'0t0Gycpjve GL 4XlVG A.E7Atl.S . ' .,• ."fir.',•""' : •c 'i : M1.ncer. m;x KVfNR.Jm' ar ',5 •e"eanr/y�.� a rear. m,: a��= lost7+ap•tpt6 SERIES 770 ALUM, SGA - LM 1MPA07' �.,. •'' • : - , .:' ' :wws,C e"•• A••: �w+r.. �. LYNN MMIER ME C1"9`°0 D0� - CERf:oP,tuDld.'�s m _ - _SGD•7!V "NTS 5 Y 22 PG7D13D H P.E,Gss7Ds AtSLt 7: -T Design'I?ressure (DP) and Anchor Quanttties Required, (forall approved Maximum DP forallsixes; r601.GO configurafts on S.heefs.2 & 3) (May be limited tryT& 1A) For comer astragal anchorage O'SUT dr 138' comer unite; 5e 0 shoat 17' i-•� Door.UnIt Height Table epplles t0 Glass 86 • 8v Isir' / Gal Tywa. 3A, 5, 5A,7, 7A e: 63 18°•OL 73.716' O 7s•T/a' DLO • BS-716' LO Anchor Group Anlr=iDOup AnchorGmup ' ATehorGmV�' B:BAand theStlla/Astragal lypes•sho"befow, 1• 2 3 4 t• 2 3 4 1 7 3 4• 1 3• 4 aadlbl C4+1 •C4d'I C4+1 C4+1- C4+1 C4+1 C4+1 C4+7 CA+t Cs[+ C4+1 Cq?•7 62+1. •GT 24' .Iamb .1• 8 B. 's 8 8 •8 as I 8 8 8 B B 8 8 8 :8i OLD P-back. 5+7. 6+7• 6+•T 7+fl 7+6 7+8'I 7+a 7+a 7+8 7+8t748 7+8. 7+9 7+8 7+8 - HeadlSlt6 'C4+1 .6+7 C4+1 C4+T. C4+1 C4+1 .�•1' C4+.1; C4411 C4t1 -04+1 Cd+i CAt7 C4+1 C4+1 C4t•1 a0" Jamb 8 8 8' 8. B •B B 8 8 8• 8 DLO PtfooK 6+7 6+T '•8+7 6+T 7+S '7+8 7+a7.+8 7t8 7+8 Z+8 7+ l+g 7+8 Headl= C44.1• 04+1 C4+1 •C4+1 C4+T I M-1 C4+1 04+1 C4+1 C4+1 C4F1 I C4(•1 04+1 •Gi+ O4+1 COI 36" 0" Jamb B 8 8 8 8 H S. B 6 8 B 8 8 \ 8• 8 S' E0 5+7 'S+7 6+7 1 a+7' 7+8 748 7+B ' 7+6 7+8 7+6 7+8 7+8 7+8' 7+B' - 7+8 •7+8 HeadFSill C4+t C4+i C4+1' Gi+1 G1t1 -CF+1 •C4+1 C4+t rA+1 4C4+1 C4+1 G1+1. C4+1 C4+t C6+1 `Criii _ 3Sm datnb F ,8 .5 8 8 •8 B; 8 8 B a 8 8 8 8 •8 O(:0 PfioOk 6+7 ErT 5+7 6+7 7+8 748. 7+8 I 7+8 7+8 7+8 T+S 7+8 ' 7+8• T+8 " .T•ES HAadlSill 'CA•I.2 C44-2' C4+2• •CfA•2• C4+2 ( C4+2• •C4+2� C4+2 C4+2 C4+2' .5W2 C4+2 4+ C4+2 'C4Jr2 G1+2 ' C4+2 4s" 41a .Iamb B a a s a B a a a a a a B a a P-hook br7 6+7 S+7 .6+7 '7+8 7+8 7+8 7+B 7+8 7t8. 7+S 7+8 7+8' 7.+8 T+a 748 (F(dtat_Bo;0, PressuoA ps( -OHLENGTH �- ..p °O} OH RATIOa z:n FOR EXAI('IPLi?OJ4USING TABLE,SEE.SHEET7. - OHRATIO.� OR.LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES:IN TABLE 1 ARP•BASED ON THE USE.OFTHEZ-114' SILL 2)WHEN.USINGTHE 2-112" SILL, PObITI�IEWATERDP(S46.67PSFMAx. WHEN USING THE 3AX-SILL,POSjiNEWATER DPIS 80.0PSFMASCWHENUSINGTHE.4"S)LI.,POSITNEWATERDPIS50.0PSPMAX(NEGAT)V.EPR�`I=.S'SURF:$UNCiAMBED).SEE DLOWIDTHc - ' TABLE I(}, 3)4'.3-114°nND2-1!r SIU-HEIGHTS,At3ETESTEDFOFtWA7`ERINFILTRATION.WHEREASTHEI-112'SILLISNOTANDMUST ONLYBEUSEDWHEREWATERRESLeANCEIS110TREQUIFiFp-MA)-POSI7tVEOESIGNPRE5Sl1RF35'SHOWN'IN-TABL- AY 'NOM PAtdEL-MI)T i-7" DLO HEIGHT•= BEUSEDSM1FHFLATHE D.OAIiISPf?O(EGJED$YAN.OVERHANGCOMPLYFNGWrMTHE CURRENTFLORBu1BUILDING CODE(SEE DOOR'UNITPftEIGHT-i(MZ" ADJAOENT DIAGRAM);•TFIIS CONDrl10N IS •NOT RA7W'17.O1R-WATER INFILTRATON. 4)SEESHEETS1014FARANGHDRAgESPAcjxG,E0GEj3i&TANOEANDEMBED1 e4TINFORMATION. ,'C(tRRENT'FBOEGRESS Et--QUIREMENTSWHENREQUIRED. PANEL HEIGHT= D00R•UNI7-HFJGHT-1.886" 5)DOCRA.IZETO..CAMPLyff b� JAM9 AN6HORS, tRESPECIF(EDAS THE TQTAL OUANTITY,.DMQE bY2 FOR PAIRS TO BE INSTALLED. Interlock F-hook ackstlla'@'lamb• ' Straight A&ambly tee{ktdte@ - StraightAstragal 90'Astrag� Assembly LackstFle'@ 90'Astr?gp4 185,AsdagaF Assembly - Lockstile.@ SS'Astragal Standard:hlles Standard'Stife- StandartlStle Stand2r&•Sd[L6 •Standard'Atb'agal ; Standardstlle, ' Heavy-duty'5tile OprsldeComer IMIdeCom2rgp( li Haavydutystile DUtside Comet inside comer HaaW;dut�.Stile -Instde nrt O utside Corner. Heavy"dutysule- par,#[0(:¢J PattiFfiO' Pa[!#60 Pact#W(Asbagal) Part950 knit(comPart#120M.] Recdver) Part1.e2partNo(Sticl arMl P{ ai&Baz (Corn.8i•FYdMduht} Pah0F61 SEPJES 770ALUM, SGQ-LfM•119FACT. ,,..vrc roc, awx. 500 j�1S 6 22 PGiDi30 btplraflon Date 02M7)2020 SY ' Mint-a�-Protlssct coni:n[ 'rty ue A. LYNNM[Uln FM .B• .P.:E.'Pd59745 NOTES' OLD WIDTH 1)POSITNEPRESSLIRESINTABLE2AREBASEDON-IHEUSEOFTHE3-114"S[LL - - MOM PANEL WIDTH-7" 2) WHEN USING THE2112, SILL. POSITIVE WATER DP IS Q-67 PSF MAX. WHEN USING THE 3-11 'SILO POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THad' SILL, P0.SITIVE WATER DP IS 50.0 PBR=,viAX (NEGATNE PREa UNCHANGED} SEE TABLE 2A. 8) 4". 3-1/4' AND 2-1/2' SILL FIE IGHTS ARE TESTED FOR WATER INFILTIZIATION WHEREAS THE 1-112' SILL IS NDT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TASLE2 MAY BE USED WHEN THE DOOR IS PROTECTS BY AI, OVERHANG COMPLYING WITH THE CURRENT FBC (SEEADJACENT DIAGRAM}-O-gS CONDITION iS NOT RATED FOR WATER INFIL RRATION. 4.) SEE SHEETS 10-14 FOR BEDMENT 5) DOOR SIZE TOCDM.cLYWITH CURREMI NTFBCEGRESSR QUIIREMENTSPACIRG, EDGE DISTANCE ANDSWHENRE UIRECI��ON. 6 ) JAMB ANCHORS ARE SPECIFIED ASTHE TOTAL QUANTITY, DIVIDE BY FOR PAIRS TO BE T OH LENGTH DLO HEIGHT, 12- DOOR UNIT HEIGHT-10.125' O a PANEL HEIGHT = i OH RATIO >_ 1 DOOR UNIT HEIGHT- 1.666" 0 o OH RATIO = OX LENGTH HEIGH OH T PRODUCT REVISED INSTALLED. 8.11CrmaylCaa wtlh the Florida ORPARTDIMENSIONSANOSHEE-rSJ8&19FORASSEMBLYDeTAJLS. NOANo,, 16-0629.06 THE FOLLOWING STILE & ASTRAGALTYPES SHALL BE USED FORTABLE2 StalghtAstragal SEE SH e 1 &22 F Astragal lade @ 135'As4agal Loc�sti[a @ Interlo k P h0ek LOdaUfe @Jamb Assembly Straigi tAsmip t xssamWy 90'ASVaBaI ASsesldly 135'pstragat i♦eavy-dury5111es Heavy-duty site Hea du Stile ty Heavy-0uy5tile Standardastraiial Heavy-dLtYSti[a Heavy-duty Sills Duttlde'�--t, Camer Heavy-daystile OYtstde HeavytdutystAe CoInside Came Hem-dutySttle � Ituid Comer Outside xU�J Inside Co I Comer PaKd6i [)Q) Part#6i Part26? Part86i[Sale) PartdS7lAs�eyl) Part Bbi ParIS1(Stile) PartB �8�Cr1 (Corn PanB,�g(out.) p=gu0 (In,) Pert$51(stile) (gymd&M unt} Part; 6i 4 raePtr.�rtan aem az117/20z0 Umroauct �vntrvT DPANDANCHORAGE ?ort SERIES 770 ALUM. SGD -UM IMPACT " Dim 777-SI�7 -22 ' PG7Df30 11 tiL PNESILLos TABLE 3: Quantllies Required, (farallapproved configurations on Shoots 2 & 3) Maxlraam DP shown below Daslgn Pressure (DP) and Anchor For comaractragal anchorage on 90' of 136' e0merunlls, see sheet t! (A4sy be tEtA d by 7hblo SA) Daof UNS Hof bk Table appae5 to Glasz Types 4, 4A, 84" , D_o 90a � e6" 85.7fa' DLO llyT" 8171B DLO 108" 97.7f8' D O a, FA, 8 a BA and the SOke f ss-7/6° DLO Anchor Gfotrp An ncr a Mcnflr 2-oup Anchor G-MUP anchor GRUP Astragal lypea shotw below- n sm] Anchor S 4 1 2 3 A ! ? 3 A t 1 4 ! 4 1 2 1, 1 2 3 4 ! 2 +190.0 par +r-az,s psf t2 Desl pPrassure C4+1 CA+1 CQ+! G4+1 C4•+11CA+1 CSi1 Cq+1 C4+f CA+! G4+1 Ct; C 1 Ca CYa C%+t C4+1 C4+1 C0 C4+1 C4+t C 04+1 4+1 24" 1 :1; Sal ID 10 16 10 110 10 10 DLO JOMb EFT BB T+B 7+8 7+8 T+8 7+0 .7+a 7+8 T+B 7+B 7+9 7+6 84,11 H+4 8+& 8+§ 8+9 8+9 H+9 8+6 8+9 +h76.0 psf P•haolt G.1,7 &+7 S+T psf 5 psf Des19A PressUm 04+1 04+1 C4+1 C4+1 C4+1 C4+! C+1 4+1 C4colt 0441 C4+1 04+1 04+1104+1 C444 04+1 C4+1 I C4+1 I C4+1 04+1 C4+I 10 C4+1 10 04+1 C4+1 10 !0 30" 28" HeadI51ll 8 H 8 8 B 8 H 6 8 b 8 B 8 H 10 10 10 1 10 8+9 8+9 8+9 St3 DLO Jamb B B 5+7 6+7 6+7 S+ 7+9 7+8 7+8 7+8 7+8 7•r6 7+0 7+8 7+8 7+8 7+8 7+8 8+9 MAN, 9+9 P-hook +Hg0.Op5f +(-8'l,6Isf +F75,0Psf D0slgAPresstlro CA+1 CO 002 CA+2 C4+1 c4+1 C4+2 C4+2 C4+1 CA+1 C6+2 C5+2 ,^A+i C4+1 C5+2 C6i2 CA+t G4+1 CSFt C5+1 G1+4 C_+i C8+1 C5+1 a' 29' HeedfS01 8 8 8 9 8 B H 8 H 8 8 8 10 8 10 10 10 1D 10 to 10 To DLO Jamb B B 6+7 B.7 7+8 1 7+8 1 7+8 1 7+8 7+6 7+8 7+8 7+E T+8 3+9 ai•9 8+9 8+9 8+9 8+9 8+3 H+9 8+9 8+2 8+8 p-11ooK G+7 6+7 +is0.0 psf +raz s psr +laso psr Ddslgn Prey Oro 04+2II c5+2 C4+2 04+2 C4+2 +2 01+2 05P2 C6+2 C6+2 05+2 e5+2 C5+2 CE+2 CS+2 C5+2 G+2 G643 C5+2 C5+2 C5+2 C 5+2 C3+2 C5+2 C54 2 42" 3S' He4dISI H 8 8 6 8 B e e 10 B 8 6 10 B 1D 10 t0 -to10 10 10 7D 8+9 8+9 8+9 a+6 DLO Jamb s e 6t7 7+B 7+8 7+6 7+8 7+8 7+8 7+8 7+6 8+9 8+9 B+B8+9 a+9 s+•9 8+8 s+9 H+s a+9 B+s i P•hOaK - p� •`:.. -$ea Note A-beby4 +I-sz& psi +/•78A psf DOslgrt Prnrsum C4+2 04+2 C5+2 C5+2 C4+2 C5+2 C6+2 C5+ C6+2 C64 2 c6+2 0542 06+2 CS+2 06+2 fS42 C5+z C6}2 C9+2 C6+2 C5+2 C8+2 C6+2 rS+2 46' di" Headfaul H a B 8 i0 8 8 8 1Q 8 8 8 10 8. BO SO t6 10 10 70 10 10 DLO Jamb s 8 H{8- 8+9 6+9 8+9 8+9 8+9 8�9 6+9 9k10 a+lD 9+10 E+9 9+50 6+10 9+1D H}9 9 p-h0ak 9+7 1 7-i& I 7+E 7+8 T+g I "�nre e....Lerrn vcF crtyz'p[ASSTrnES A.4A. 6. 6A. 7A. B8:8A: i FOR G1-ASSTYPE S7 7 IALfI..C:'Ya: SM Heightio Max, (+) AP (water lr ltmgcnReFm9) $Ill Riser Helght (4) Deslgn (Flat crHox, sus Pressure, psi Sheet •17) OH LENGTH I-- w O OR RATIO 21 �1 0 FOR EXAMeLt Uri WWI— �++o+z, �-��•��• •- OH RATIO = OH LENGTH GHr NOT ES 1) POSITNE PRESSURES 1N TABLE 8 ARE BASED ON THE USE OFTHE A° SILL FasmV-=WATERDP 1S 46,67 PSF MAX, WHEN USINGTHE 3.11d" SILL, POSITNE WATER DI O WIDTH = OH HE ROM. PANEL WIDTH-7- 2)VVK6N USING THE 2-112" SILL, DP IS 60.0 PSFMAX. WHEN USING 11-M 4" SILL. POSn VE WATER DP I590.0 PS;: WAX (NEGATiVEPREBSURES UNCHANGED). SEE TABLE 3A 9)A"IGHT$ARETESTEDFORWA1ERINRLTRATIONWHEREASTHE1.112,SILLISNOTAND 3-114"AND2=(12'SILLHESHOWN IN DLO HEIGHT DOOR UNIT MUST ONLY BE USEDWHERE WATER RESISTANCE IS NOTREQUIRED. VAX. POSITIVE DESIGN PRESSURES DOOR I$ PROTECTED BYAN OVERHANG COMPLYING WITH THECURRENT FLORIDA PANEL HEIGHT= TABLE S MAY BE USED WHEN THE ADJACENT DLlGRAMr THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" BUILDING CODE (SEE 4) SEE SHEETS 1D-14 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DDOR SIZE TO COMPLY WITH CURRENT FBCEGRESS REOUIREMENTSWHEN REQUIRED- 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDF BY2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED ns comptvtas with tho Florida $22FCRPART DIMENSIONS ANDSHEETS1S8t9FORASSEMBLYDETAILS- eultdingeoxeI THEFOLLOWING STILE interlock Heavy-duYstlles &ASTRAGALTYPESSPALLBE P-hook HeavydutySBle USED Lodcstlle@iZ.-lb He3lydurSRI0 FOR IAn— S. StralghtAstragal Assembly HeavyduWstile Heavy;dutyAsVagal EESHEE7S21 LOcksDle@ Straight Astragal Henry-jut/stBa - ^-•�'-' aga 30•Aitrl Assembly Haavy-duty stile Outside lnslde corner' I l Sodatile@ 90',lsiragal Heavy-dutyStlle Outside C. Ifuide G6�f 135,Astragal Assembly Heaw-dutystiilljede Corner Outside Career Lacmla@ AstraVd Heavy.dutyst6e ..1�-r Part'461W Part Part96% PariF6L IS41 e) Parttl66(Asn Parcg6l Part$6L(5tIIQ Partitecerief�ef Part;r7.L(otd.) Part 4120(In.) Part 961(StHe) ( � Fsd sj-u) Part461 NOA-fo" B"Q6Z9,06 Exntrsden Hate 02I17/2020 sy 1HIamF-0 roauat Contty FA+aen �'"`""' i07D7t'CHNOLOGYaR1VE P NTIANCHORAGH ;• = ~t,;ers,•- %Y �: mwF fJ. VFN1cE lzsrnt ru '•,,•`•r _;;a. .`. SERIES 770ALUM. SGD LM IMPACT y wwvs (s t!}daD laDO ® a.+nwe , r e ` 8 A L PE ,,,,,m o� �iewr c.d: CQt7.OFAvs7567sz9S sew7o; NTS r3 a 2Mosem2 PG7D13D JR !0/1NJ4 NO FRAME '7+S"pfiOOKANOHORAGECONSISTSOF: - SEE-CS'CLUSTER JAMB (7)P-HOQKANCHORS. SEE ICY CLUSTER MAX UNTTWIDTH SEEdCS°COUsTERDE'LAILS, DETAsTRA AL SEE REQUIRED @ (PERPENDICULARTO GLASS DETAILS, SHEET 10 FOR FORASTRAGAL SPLICE ` EXTERIOR PLANE) SEETABLE 2, SfEETT INTERLOCK REQUIRES "C6'• SHEET 40 FOR INTERLOCK 2W MAX O.C. NOTE, %: POCKETAND S - SO'NOM. CLUSTER,sEE THIS PANELWIQh! DETAILS, SHE ET41 x x SHEET SEE POCKET (g) P-HOOK r x x / x x f iC x 6"MAiC. JAMB MOUNTING t x x x x z x x x x '.��. INSTALLATION, ADAPTER t Be,MAX (��"'[ x x x x ; Y x x x x j THIS SHEET ANCHORS MIDWAY L3 MAX 4 PAIRSc� .�� OF &SHEETI4 ggILyEENP-HOOK i ANCHO S ANCHORS&AT3" 1 ® 1oi z=FRAME x ANCHORS FROM TOP & I J..._.�o t cD ANCHORS 9&" zf'E7AX (TOTALS,`'• BOTTOM to UNIT ANCHORS] "MAX TO OPENING mr� }o! 14 MAX, 0.0, O 2-P.-HOOK(G�PER JAI D SEEJAMB 4Oo1" EDGE OF POCKET SEE i a �a n ANCHORS x jj N� TAIL INSTALLATION i ag lol BELOW) DETAILS Jc' &'Kd, t M oc P-HOOK miD FAVEL SHEET 14 & PART t I ° MOUNTING x CHORAGE DETAILS 'J'&W I j IOU r 3'WAX ADAPTER x 24" MAX. (2 ANCHORS) _- -- - SHEEf 19 FOR i s Mints-l+J t _ . - ANCHORS - x _ C O.C. - ' P-KOOK ti- —_ _ - -.:.. - , == `.,.. _ x x x x • •�_ END PANEL ANCHORS x, x, xX x... .X x x x x%x✓. x x x •� 6-MAX ANCHORAGE(SEE T ANCHORAGE -ND PANEL x x ANCHORAGE •"' x x x x X. x ' +Y �AN SKETCH 6ELON) _. (SEESIErCH HF_IBNG �v:^ ..... ` -2' ANCHORAGe ANCHORAGE �CENTERLW)r .. 8•t4tAX,TYF'. _.ANCHORAGE.. ANCHORAGE ANCHORAGE OFPANEL 1 Z.04' 24'MAK EXAMPLE:irPANEL 2TRACK 00"OUTSIDECORNER-);K=D-ECr.MOUNTPOCKETANCHORAGEPLAN: O.C. 60" x 96' NOM. PANELS. ANCHOR GROUP SIN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6° NONCSTNRLICCTTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED j 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANnTraS SPECIFIED IN TABLES 1.3. SHEETS",' mmEFnO:t HEAD OR SILL I, A SPLICE ' II tCENr'.RZjNEOF HEAD &SILL:&'MMFROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21• Ej OCCURSATTHEP-HOOK. 60" 0 1 INTERLOCK APPROPRIATE TABLES. SHEETS g$ AT EACH INTERLOCK AND STRAIGHT ANO CORNER MAX NOM. ASTRAGALLOCATION.PLUSSPECIFIEDQUANTITYOFADDTriONALINTERMEDIQTE O.C. T PANEL SEE "C5" CLUSTER ANCHORS PER PANEL ADDITIONAL ANCHORS 24' O.C. MAXIMUNL WIDTH £TAILS, SHEET10 -uorw FOR INTERLOCK ANCHORS ATTHEMIDPOINT OFEND PANELS ARE ONLY S 6xv "+2 ADICHORAGE REQUIRED IF THE O.C. DISTANCETO THE NEXTANCHOR CLUSTER ISOV,�R24',OTHERWISEANCHORSrARENOT a yor 8"Iv1AX ( I PRORUCTREVJSEP 34• _ REQUIRED AS PERTHE FIGURBATRIGHT: wifh 4h. YUorida CENTERLINE JAMBS&P-HOOKS:fi MAX. FROM BOTTOM,21'(NN(.ANCHORPAIRO.C.(JAMBS),14'MAX ANCHOR ZTRACK KCA-N 16.082S,OS OFPANE&2 O.C.(P-HOOK)LML.MNGANCHOR QUANTIT_IESFROMAPPROPRIATE TABLES, SHEETSG-6.SEE FRAMEJAMB pxpImloaOato0211712020 P HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR +2"ANCHORAGE SEE "CT CLUSTER END PANEL H REQUIRES CENTERLINE DETAILS, SHF,ET 10 CENTERLINE n7Y,am, a roeact contra 1 l "Cg„CLUSTER SEE I- 4.05iOF FORASTRAGAL �OF (2ANCHORS) g" f o I DSTAlLS, SHEET 41 l INTERLOCK ASTRAGAL MAX .t:I:;I1+Erf::• CEN1cRLlNE •+2'ANCHORAGE CENTERLINE "+2"ANCHORAGE L_ CENTERLINE EXTERIOR t- 'OFPANEL3 �OFPANEi d 1 OF?ANF7 5 54 M' -SEE SHEL-71i FOR OTHER INTERMEDIATE ANCHORS r owgrt.e �. ANCNrJRA rcro GE SPACING & EKAMPLE PLANS MVFlUC6X= "=�.' • ~ o� a;., recrawwvYewvc af-. mx n.meme sMES 770 ALUM, SOD - LM IILfPACT SGo•71D N1S 9 d22 y PGTGi3G H AL PYIAt. MAIEFio P.E annex •: c,.m.e ram; coo. 01"NRLFAd' . m fmrml4 - ASTRAGAL OR SPLICELOCATTON ASTRAGAL OR SPLICELOCATION ASTRAGAL OR I {FOR SPLICE INTERLOCK IF NEEDED e,rrELL.INE I NEEDED INTERLOCKS -06' CL I STERO CENTERLINE CENTERLINE t CENTERLINE "C8°CLUS7ERC)EFAIL) 1.75 3S° 7" 7° 4• G. � 2,04" 2.04" 2pt *� o woa &5" D T nRion 4' 0}AG. 7 rxrEwaR 7° 7'3 5 V 2-iRACKFRAME HF_ADISILL v - 2-TRACKFRAME HPADISILL 2 TRACK PRAME I'MA- DlBILL Ala ASTRAGALOR]NTERLOCK QASTRAGALORIN7ERLOOK •RASTRAGALORINT'ERLOCK (USE WHERE a CLUSTER (USE WHERE 5 CLUSTER (USE WHERE CLUSTER ANC1i0-2 RE REQUIRED,"041 ANCHORS ARE REQ.UIRED,"C5") ANCHDRSAREREClU1RED,^C6� ASTRAGAL OR SPLICELOCA71ON INTERLOCK�IF NEEDED _ CENTML1NE I 3.5" - 4.03' t EXTERIOR 7n 3 TRACK FRAME HF}1D/SILL (�A$TRAGAL OR t[`[TERLOCK (USE WHERE 4 CLUSTER ANCHORSARE REQUIRED, "C4") ASTRAGALOR {�SPLIGELOOATION INTERLOCK ^l IP NEEDED CENTERLINE i C FhTERtO[. V 4-TRACK FRAME HEAD/Slit ia1 ASTRAL-ALOR INTERLOCK (USE WHERE 4 CI-USTER ANCHORS ARE! nQUIRED,'C4j ASTRAGAL OR INTERLOCK, CENTERLINE EYfErtRfOR V (FOR SPLICE - ••ASI•RAGALOR. CONDITION, USE INTERLOCK- -CB- CLUSTEROETAIL) CENTERLINE 3.61 � o 4.08" P 4" DIAG. EC1EMOR 3 5" ' . I 1.-- 7" 3-TRACKFRAME HEAD/SILL (m ASTRAGAL OR INTERLOCK (USE WHERE 5 CC.USLF ANCHORS ARE REQUIRED,'C51 A5TRAGALOR SS (FURSPLICE EN7ERI OCK»i CONDITION" USE CENTERLINE i •C8"CLUSTERDETAIL) 4° OCTEMOR V 4-TRACK F*AE HEAD/SILL ASTRAGAL O INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED. -CS°) 'LICE LOCATION NEEDED 3.5' 1-- S. : 3 TRACKFRAME.HEAD1SLL (a& ASTRAGAL ORiNT6RLOCK (USE WHERE SIOLUS'TER ANCHORS ARE REQUIRBO, "C6'I 2- ASTRAGAL OR (FORSPUCE ^INTERLOCK' CONDITION, 00 NOT _ ,�,,vc USETHISDETAIL) )° Ymuoe I& 4" T DIA( L04"I 21° MAX o.c. T 5.E4" r 8" MAX. Jjll ��2-7FtACK 'n• FRAMEJAMB ANCHOR PAIR 2.W ----� V DIAG. ift MD S,E4' 6"MAX. q-'TRACK 6'DIAG. FRAMEJANS �„T�o,,,a ANCHOR PAIR 204" E 5% i ANCHORS MAY BE INSTALLSD 21' EITHER IN THEEXT,ORINT. MAX TRACK(INT.SHOWN) O,C, " 1 5g4" •NOTES: { 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. E" MAX ALLOWED. �� 2' FOR HEAD ORSILLSPLICE I 3-TRACKFRAME.IAM6 LOCATIONS/ANCHORAGE AT ANCHOR PAIR P-HOOK SEESHEET9. FOR SPLICED CONDITIONS ONLY: SPUOELODA11ON IF NEEDED PRODUCT IiE>CI5ED ..�— 7• � 3'S" as �omp�ylttg w1lh t[ro x?e:[da 1?vii -No Cede -_ _ HD1ENo. 45-0629.06 d TRACK FRAME HEADJSILL PQ'ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "CG') WITH & WITHOUT SPLICE CONDITION _RJES-170ALUM. SOD - LU IMPACT er"t u..r " scarso �i4T5 i0 � 22 PCI.Oi30 Expiration Catoa�te 02M7-12020 $r Mlam3-Dadc�•PmCuct Cenh'ol � C •3' I� ryi:� r_aL;-55 x LYlM 9VlZk.M < RE0587C5 2,0,V 204° INTERIOR 2.04" Nr� MOR t4DLIG. "NOTES 1• ALL DIM'cNSIONSSHOWN tN7ER1O INYE 934• TARE EASED SI MINIMUM 4 DwG. i ALLOWED. 6.1T' ?47DLAG 6.12" �° 3392. DETAILS DEPICT ANCHOR wreRloR rrrERIDR Hrmo INrtwax ��QUANTrfY AND SPACING. 30 3, EzrEwo AND WOULD BE IDENTICAL EXTMOR wox 4'DIAG,; FORS)CCERIORORINTERIOR CORNER ODNnOURATIONS. 3.5" 14' ----! 3.5" 3 R „+1"ANCHOR 2,04' acTERIOR 4° 2.09 T 2.04" FEXTERIOR 4" 2 Q4" 7" 8.941 5XieRIOR 90' CORNER 90° CORNER 135' CORNER 135" CORNER 2-TRACK FRAME HE fflILL - 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME.YE4DISILL 2-TRACK FRAME HEADISILI- pE ERI,INE ([� WHERE 4 CLUSTER (US£ WHERE 5 OR6 CLUSTER - .-- _. (USE WHEREA CLUSTER (USE WHERE 6OR 6 CLUSTER OP PANEL ANCHORS ARE REMUIRED,"C141 ANCHORS ARE REQUIRED,"CBS ANCHORS AREA5=RED;"�go ANCHORS ARE REOUIRED,'C67-+rANCHOR 4.08" - INTERIM INTERIOR i. ::,z ocr<xloR 408 '+1"ANCHOR It 1 2. a4 4"owe. rER10R 4" 3.8" Iur a OR 7A1" 3 5 I 90• 7° 185° I CENTcR[JNE °� °R f OFPANEL 3 3.5" "+3" ANCHOR 4.08" 4.08° 7• 5 5.37" CENrERLtNE Loa^ G 3.5°° � OFPANFI. l _ 4"owG. �cTSwOR 3.b" SX ERrOR T 4� mrERlgg ALL ON °+i" ANCHOR 35" 1 90• CORNER 135°CORNERoR VIEWS ILL 3-TRACK FRAME HEADISILL 3TRACKFRAME HEAD/SILL V OFFANLINE ("C6"ANCHOR CLUSTERREQUIRED (°CS°ANCHOR CLUSTER REQUIRED rOFPANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) I eDIAG. 2TRACKFRAMEHORLA O INiERMED IgTE ANCHOR LAYOUT INrcRIDR E.12" INTERIOR 204" 2.04 .12 se E CTERIOR . CENTERLINE 4" ¢YTERIOR E88" OFPAN=L PRgDUGT REVISED INTERIOR 35 crom I rn with th. Ft -id. 30 �5" 135° "+3" ANCHOR Suild:ngda 4, 2.04" HOA-No. l6-0629,06 7" _ Expiration Kato 0D1712II20 H 6.12" 4" 6.12° 7" F 'ERI 4'0� Aq am -A ro0uet eon—j t ,lei ;Te: L'i lrr 2A4 _ 7' 4° DIAO. F]KEw R 4" 3.5• 00172RU1 IMCMRIOR 204•—OFPANEL •'•':'• 90°CORNER 135' CORNER ;: ' '� d TRACK FRAME HJIDISILL 4-TRACK FRAME HEADISIU. 4-TRACK FRAME HEADISILL 1�' �1"} C.'grANCHOR CLUSTER REQUIRED (C87ANCHORCLUSTERREQUIRED INTERMEDIAiEANCHOR LAYOUT _ � AT ALL 4-TRP.CKCORNERS) ATALLER 4-TRACKCORNS) (3-TRACK SIMILAR) .;j''; "" ° rarc xaafoarnw ANCHORAGE, EXAMPLE CLUSTERS om ."rtP� ... .. N:tIEhPCEF_3i715 ane •.„ :"•:" '•- R SERIES 770ALLIM--°SG+D - LMWACT � " :�: m°�"� ,"� n.LYru•I raau.sl, rf. RBig- Ctl4 ° am: CZ?r bF.tUM02979P sGO.77u NTS ~ iT •' 22 PG70T30 E P.E#5ti7o5 INSTALLATION DETAILS EDGE DISTANCE SEETABLE A SHEET i 2-1liG` ` �(T^eRICir Si4" fMAX SHIM iMBEDMENT: �t IEETABLEA. J SHEETIORTYP.,zXWOOR NOTES TYp., SEE: ANCH14 SHEET I NOTE s, SHED? ga r7RACKFP.AM6 HEAD VJOOD IN,_, STA! �.ATI�N WOOPANCHORTYR;' 2XWOO5 SEEANCHORNOTES TYP„SEEANCHOR & TABLE A, SHEET I NOTE 2, SHEET 1 GSEANCHOR - NOTE S, SHEET--1 1 (1 J4,. MAX.) I _ ._. .. EXTERIOR I a -� z-vi s° EDGE DISTANCE: SEET ABLE A. SHOT 1 EMBEDMENT: SEETABLE A, SHEET 1 w2-TRACK KFRAME SILL 2 WDOII UV� 57A _„ELATION EMBEDMENT: SEETABLEA, SHEET I EMBEOMENT. SEE TABLE A. SHEET 1 MINI OF 3 THREADS BEYOND EDGE DISTANCE EDGE DISTANCE: THE METALSUBSTRATE SEE TABLEA, SHEET I SEE TABLE A, SHEET i 2-Ui& NOTES: 114" t!4" I.ALLDIMENSIONS MAXr MAX. SHOWN ARE BASED FOR SHIFh IXTQUoR SHIM ON MIN, ALLOWED. a 2.METALORWOOD i SUBSTRATES MAY BE USED FORALL FRAME 2XW006 WOOpANCHORTYP., METALTYP., SMSANCHORTYF., TYPESP 12TAeLEA TYP.,SEEANCHOR SEEANCHORNOTES SEEANCHOR SEE ANCHOR NOTES SHE:ET1- -' - NOTE%SHEET"I ---&FA.$C'LSK i�EET'i" _-- N07E�F,SHEETI &TASLEA,SHEETI 'DIAGONAL O.C. IS ®3-TRACK FRAME HEAD -- - 4-?RACK FRAME HEAD MIN 4- (HEAD & SILL) w WOO➢ INSTALLATION METAL INSTALLATION OR G' (JAMB) SEE WOOD ANCHOR TYP "'2X1iGDODSMSANCHORTYP., METALTYP., DETAILS, SHEETS M&11 SEEANCHORNOTES TYP.,SEEANCHOR SEE ANCHOR NOTES SEEANCHOR SEE &TABLE A.SHEETI NOTE S.SHEETI SEE &TABLEA,SHEETI NOTE 4,SHEET I ANCHOR ANCHOR MIN. OF3THREADSBEYOND NOTE 5, THE METAL SUBSTRATE NOTE 6, I SHE_ST I { SHEETt1 (t/4 MAX.) (1 14V MAX) _ .:..r. >=xxrEMOz I •.r LEMBEDMENT:SEE TABLE A, SHEE 1 2.1116° ` �2-1/1fi EDGE DISTANCE. EDGE DISTANCE SEE TABLE A, SHEET 1 SEE TABLE A,SHEETI ' EMBEDMENT: SEE TABLE A, SHEET I 3-7 RACK FRAMI-SILL Ew WOOD INSTALLATION EMBEOMENT:SEE TABLE A, SHEEtEDG EmommENT:SEE EDISTANCEE TABLE A,SHEETANCE ETABLEA. 2XWOODBLEA TYP„SEEA'JCHOREii 2XWOODSHEETI TYP.,SEEANCHOR NOTE3,SHE_EI.1NOTE 3, SHEET I V 8„ . IOCD ANGHORTYP„WOOD ANCHORTYP„ SEEANCHCRNOTESSEEEANCHORNOTES &TABLEA, SHEET i&TABLEA, SHEET-1 IX MAX. SHIM = l e r - _ ..-. EXTErvaR _ _ .. 1/c MAiG SHIM —' i F .= _ =ems: -_ •x.•- - ,>"rf-,2TRAC-ERAMEJAMB.... c�3.TR ` ...__ .ACK.FRAME _ cmzr. Wl.IJR -#Zmw R 4-TACK FRAME SILL +-w METAL INSTALLATION EMBEDMENT:SEE TABLE A, SHEET I EDGE DISTANCE: SEETABLEA. METALTYP., SHEETI SEEANCHOR NOTE 4, SHEET 1 L 2-iH 6" ` SMS ANCHOR TYP., SEE mcliOP, NOTES 8T,4HLEA,SHEET 1 �MIN,OF3 V THREADS EXTERIOR BEYOND THE IT71 METAL �7 SUBSTRATE SQWY¢ I A7S 112 Y 22 PR013UCT REVISED as eomPlYI w34h 4},o Florida 6vi1din5 cog¢ 16-0629.06 xaa,�io, Expir+f+an Dala 021,1712020 me . i..n a n¢vet conga LYNN 711f�.'�%i �'I`: ,yG61iSLe ' :,09 ma`s P.E. INSTALLATION DECI5]LS EMBEDMENT- SEETABLEA, SHEETI EMBEDMENT SEE TA13LE A. SHEET I NOTES: DGE D15TANCE: SEE EDGE DISTANCE EDGE DISTANCE 1, ALL CIMENSIONS E CONCRETE DG-5oi SHEET1 CONCRETE SEETAHLEA,SHEET I CONCRETE SEE TABLEA, SHEET SHOWN ARE BASED PERTABLE T pER TABLE PERTABLE 2-.1 f16" • ON MIN. ALLOWED, A, SH�'T I 2.1116 2-ilifl" ` A. SHEET I �• , A SHEET 1 114" DIAGONAL O.C. IS ` 1: ' - :.,; �_ i i% 1' ' MIN s' (HEAD & SILL) EXTERIOR - SHIM OR6'(JAMB)SEE 1l4" DETAIL%S:ME7S EMBEDMENT: 1lRlan IO&iI. SEETABLEA, - ' SHEET i -..-. - PROPERLY SECURED IX CONCRETE ANCHOR TYP, PROPERLY SECURED IX CONCRETEANCHORTYP., PROPERLYSECUREDIX CONCRETE ANCHOR7YP., WOOD BUCKTYP.,SEE SEE ANCHOR NOTES& WOOD BUCKTYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEEANCHORNOTES& ANCHOR NOTE 3, SHEET I TABLE ASHES 1 ANCHOR NOTE 3, SHEET I TABLE A, SHEET I ANCHOR NOTE 3, SHEET I TAS M A, SHEET'l 2TRACK FRAME HEAD 3-TRACK FRAME READ"-"- : 4-TRACK FRAME HEAD CONCRETEINSTALLATION Bo CONCRETE INSTALLATION \Zg� CONCRETEINSTALLATION CONCRAYCHORTYP.. PROPERLYSECUREDIX CONCRETE ANCHORM, PROPERLY SECURED IX CONCIZ-TEANCHORTYP., PROPERLY SECUREDiX ETE SEE ANCHOR NOTES & WOOD BUCKTYP., SEE SEEANCHORNOTES & WOOD BUCK TYP., SEE SEEANCHORNOTES & WOOD BUCCTYP., SEE TABtEA,SHEETi ANCHORN07E3,SHEETI TABLEA,SHEET1 ANCHOR NOTS 3. SHEETI TABLE A,SHEETI ANCHOR NOT E3.SHEET1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 61 NOTE S, NOTES SHEET SHEET SHEE-rn I (Ila° MAiC)� t (1W MAX)EXTERIOR1�2 2-1/16" • 2-117E • 2-'1118^- cERTAB[E CONCR_�TE A, SHEE IEDGED15TANCECONCRETEEDGE DISTANCE EDGE DISTANCE A, SHEET 1SEETABLEASFE! T1PER TABLE SE=TABLJSA, SHEETi PERTABLESEE TABLE A,SHEE.TI EMBEDMENT: SEE TABLEA SA,SHEETi EMBEDMENT; SEE TABLE A.SHEETI A,SWEETI EMBEDM£NT:ScETABLEA SHt> T1 2•TRACKFRANE9ILL 3 TRACK FRAME SILL tWQK FRAME SILL O^ OONCRETE INSTALLATION CONCRETE INSTALLATION Po CONCREi E INSTALLATION EMBEDMENT., SEE (— TABLE A, SHEET 1 �jRTrr — 7 =MBEDMENTISEE TABLEA, SHEET I PROPERLYSECURED 1XWOOD SUCKTYP., SEE ANCHOR NOTE 3, SHEET I CONCJCMU ANCHOR TYP.. SEEANOHOR NOTES & TABLE A; - ' SHEET-1- - nTIRIOR 'D,WMAX.SHIM -4 EMBEDMFNPT: SEE TABLE A, SWEET i I CONCJCMUANCHOR c �— —� TYP., SEE ANCHOR EDGEDISTANCE: NOTES&TABLEA, SEETABLEA, SHEET SHEET i . 2YM6 I PROPERLYsEOURED ' 1X WOOD BUCKTYP. SEE ANCHOR NOTE 3, CONCRETE -- -'SHEET( �,_OR CMU EXTERTOPts PIERTABLE A. smEET 1 - 1/4° MAX, SHIM OFAu)X V= L EDGE DISTANCE: EDGE DISTANCE: PROPERLY SECURED •', SEETABLEA' SHEET I SEE TABLEA, iX WOOD BUCKTYP., SHEET t PRODUCT REVISED n co Lying wi4h ?Sc Florida SEE ANCHOR NOTE 3, SHE_ETI Bugdlhg Codv ?I0/4210, 15-0629,06 v 21/11— { rxplmfwTi Palo0211712020 CONCJCMU ANCHOR TYP., PEE ANCHOR 1 edtami v nraduet Control NOTES & TABLE A, SHEE71 CONCRETE CONCRETE_ Ay ORCMU filifiONlI3 ; . , �xiE�oR � ii PERTABLE PERTABLE _ A. SHEET 1 �- A SHEETt `N �ON( ifNN 11� %dl` � + `` r MAX SHIM ^ :- • -� ;. JAMB FRAME JAMB N,SOTM ®4-'IRACK INSTALLATION to CONCRETEICMU INSTALLATION _ = ) = -�q � G $�' � kit ANCHORAGE DETAILS SERWES770ALUM. SGU-LMIMPACT : 1,un-T Ai L•1}dhLEC..P,E rre,e o°,+vx.. n.c sGC77o NP$ 13 0 22 PGTt)f30 B P.c$YBThS I INSTALLATION DETAILS NOTES: 1, ALL DIMENS IONS FRAME JAMB SHOWN ARE BASED REQUIREIIATALL 2.893" MIN, ON MIN.ALLOWED, INSIDE POCKETS % 'EDGE EMBEDM NT: SI;E TO PREVENT ; `t DISTANCE 2. FIGURES ON THIS WOORFRAMING TA3LEA,$HE�1 P-HOOK MOUNTING ADAPTER, +•.+ �-���SL't SHE_7AREFOR W000ANCHORTYP., UIFILTRATIi'It� GONO.lCMU ILLUSTRATIVE o SEE SEEANCHORNOTEES ANCHORTYP:,SEE ' TABLE A,PURPOSES SHEENLY.T FO ElI1BERMENT: &TABLEA,SHEETI v ANCHORNOTES& TABLE A,SHEET1FOR ALso SEE TYP. �Y TABLE A, SHEET 1 ALL APPROVED SEE SHEETI 28 I ILLUSTRATION, SHEET 9) S^?,?, v .-` ti 1-11,P MIN. EDGE DISTANCE SUBSTRATES. D1S'CANGESEE •�,•1: � `: `ter.•• 'e ,^ I EXTERIOR 3,SEE'rABES13. TABLE A, SHEET 1 EMBEDMENT: ^'' ' ^ .. 2e SHEETS &8 FOR SEETABLEA, ��',y��• _'L`•'� P-HOOK MOUNTING REQUIRED P-HOOK 28 p(TEPoOR SHEET-1 u '�• ADAPTER CONCJCIVIU AND P-HOOK PHOOKWOORANCHORTYP., ~•TILL.Sy,.;~-�-'" MOUNTING ADAPTER ,• ; ?. A 'r.;, , ANCHOR7YP-,SEE SEERNCHORNDTES P-HOOK t•- •' ;• • . •' 1 ANCHOR NOTES & TABLE ANCHOR OUANTT(tES. CONCRETE OR ALSO SEE EXAMPLE &TA9LEA,SH5ErT1 ENIHEDMENT SEE A,ShEET1 (ALSO SEE TYP. 2.693'MIN. CMUPERTABLE TABLEA,SHEETI (ALSO SEP-TYP- ON SHEET9. ILLUSTRATION, SHEET 9) EDGE DISTANCE A SHEET 1 ILLUSTRATION, SHEET 9) P-HOOK FORUSEWITH FLAT SILL RISERS P-HOOK FOR USE WITH ANYSILL RISER tN PARTS #i8, :'l201m72 DR'-2C• Jo PARTS 118,'*20, *22 OR-924, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETEICMU INSTALLATION INTERIOR. MOUNT SHOWN,. (SEE TABLES 1A, 2A & SA MAY ALSO BE INSTALLED 1N (SEE TABLES 1 A. 2A &3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FORWATERRATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEEANCHOR EMBEDMENT: SEE P-HOOKMOUNTING CONCREEOR EMBEDMENT: SEE ADAPTERCONCJCMU w ADAPTER SMS TABLE SHEET 1 ANCHORTYP., SEE N01-E SHEET 1; TABL4TABLrz ANCHORTYP., SEE CMU P , SHEET I ANCHOR NOTES &TABLE MIN. OF3THREADS A,SHEETI _ r.;�:.-;:y.,.. ANCHOR NOTES } (ALSO SEE Tl P. BEYOND THE METAL&.TABLE A, SHEET 1 ; r; . j _ `:' {' A, SHEET i SU3STRATE(ALSO SEE TYP. EMBEDMENT: { Y •.i d:_;,y; .: r�'�"�:a ILLUSTRATION, SHEET 95 ILLUSTRATION, SEETASLEA :� .4' �: '%� .' EMBEDMENT:SHEETS) SHEET 1 ,..r - E y� i SEETABLE A,-� DISTANCE: SEE SHEETI A, SHEET I _ = * r ;" + Y-1/4` MIN. EDGE DISTANCE PRODUCT REVISEII 1 r 3a 4 a cnmpiyytvg with the•.: • I Sulflln9 Oodc P-HOOKSMSANOHORTYPPRIOR P-HOOKCONCJCMU I offFr4toRNOAxo.SEE ANCHOR NOTEn ANCHORTYP„SEE J'T_ >:xp;mliontinto021IT12620 F.TA8LEA,sHEETST ANCHOR NOTES &TABLE(ALSO SEE TY2,693"MIN.ILLUSTRATION, SHEET-EDGr--DISTANcE -- - - EDGE DISTANCE - - ILLUSTRa7ION,SHEET9) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS %wl P TS§19.021,42SORT725, - Kc PARTS #I%*21,923ORL25, y�til•i Yt�rJ ,��'�i� METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A g 3A MGU (SEE TABLES IA. 2A & 3A MOUNT FORWATERRATiNGS) ONLY FORWATERRATINGS) ONLY .,,ems a..wrw •` PhaOri m.r P ANCHORAGE prAl15 , A, LA� r. a.w PW. N. vrxr�: A.a�ass �J r7,Op1Gn.�'.C, i .� (san.aarana SEi�lES77t7ALLlM.SGA-LMWIPAG7• '"�:;u,,,�jf;••-�(;'�;, q:.nsr- woc m.e.. owwewt ray.- ev.c Fo.xePu Nc 'ti•2Yt?) rI�P.F, JR t4Mofl4 fFR7:OF.tU1id67929a SGF7Y0 hfT$ !4 �22 PGi0130 B p, sum 7 CONFIG, EXAMPLES MAX UNrr wirm MAX. UNIT WIDTH H -R, EADE -DETAVA'. NOM.PANEL WIDTH SHEEr-18; TYP. PER TABLES 114 DETAILS 1AW AG'. WIDTH SHEETS 12 & 13 EXTERIOR MkEETV FOR INDJ\ADUAL PANEL CONFIGURATIONS AS PANE. PANEL APPLICABLE. SEE DP/ANCHOR PANEL TYPE TYPE PANEL CORNER DETAIL -NO, TABLES, SHEETS " FOR MAX. TYPE IQT 'AS' TYPE SHEET 19 & CORNER PANEL HEIGHT ANIOWIDTH. SEE 'A! ANCHORAGES HEET ii sHEgTala &19 FORSEGnON Nom. I MAX. UNIT DETALSA14D SHHETS}2-14FOR PANEL MAX HEIGHT INTERLOCKDETAI. D ' - - WIDTH PANkL PANEL DETAIL 'N'." TYPE CORNER HEET " rK DETAIL S', P WIDTH PER V, SHEET 18 HEIGHT TABLES DLO INSTALLATION DETAILS. WlDTH7YP. 2)(I)LOCK(7WS75 &107-110)AT �Elr SEE PER 1-3 TAB� E2 EACH LocKsTILE, LCCIQNG JXTO —NOTE 2 TABLES t-3 lr� M-Em joa) AT FRAMEJAMB 'T, SHEET JAMB DFTAJL'G .7 ORAVRAGAL 1�3 DETAILS 3) PLEASE SEE APPLICABLE x 18, INSTALLATION DETAILS ASTRAGAL & INTERLOCK x x 'Gw'&'GeSHEETS 12&1s comBINATIONS PER DPIANCHIOR . k t—Z--= TABLES- Sol DLC WIDTH - NOM PANEL VADTI-z. - 71 SILL DETAVIV, SHEET 18' DLO EIGHT = D OCR U NIT HEIGHT - 10.125' INSTALLATION DETAILS EXAMPLE-- go'_INSDE CORNER, 4 PANELS- )000( PAN EL H EIGHTDOOR UN17 HEIGHT - 1.666, -De. SHEETS 12 & 12 STRUCTURAL SILICONE SILICONE STRUCTURAL. I/i., FOAM 13YOTHERS POLYISOSUriLEN WITH wrrii 13ESiccwr DFSIOCAXT Ex1r. CLASS VY. GLASS #10 x I-lir PH sms PH sms INT. CLAW LIT. GLASS ,F#AL�. _O,J, @ KODISPACE 4SeTPS (9 SUPER sPAcF-R@Nx-r- PRODUCT REVISED ALLNIUM witha:sompfthe Florida FmIlFORCEMERT FOLasa- OESIOCANTFILLAREA MIMS & BUTYLENE 11qNo ROA-Ro SAL 5COMEm. ExpTmton 0 -t- 02JI 7/202 aEL CORNER SIUSIAL DETAIL DETAIL BUTYL&.. DESICOAW ROLL -FORMED STAINLESS STEEL Part# Description Material 124 Kornmerlino 4,9G TPS Spacer System Sea this 125 Ith H.I: Melt Butyl Quenex Super I'lle, --- -- Meu Butyl e Sheet lbr 126 Quane-K D=s-I SP-er , c,u Materials 127 cardjririal )L Edge Spacer m @DURASEALO SPACER (BA-EDGETMSPACER Pr- J, AwWSPACOZ& MPLE A770A �NCHORAGEDETELEV ...... Iff" SEMES 770 ALUM. iSGD - LM IMPACT lryAILSIQA arm— 1�. A. LYNN MILLEN FZ CffiZr.0;rA=.= Sl Y30 1B paosuos CONFIG. EXAM �M', sH� is _ OPERABLE JAMS DETAIIs W,SHEer —INSTALLATION DETAfLS'Gw &-,se.-SHEETS 12 & 13MAX - - - "-t HEADER DETAIL'/+, SHEET is; DLO DJAMS DETAIL'G2', ASTRAGAL HPADERDE!•AILA',SHEET INSTALLATIONDETAILS'AWWAd, DLO LLLSHEET'18; INSTALLATION. - DETAILS'L1' & 18; INSTALLATION DE7(LS--� /S1;iEtiE12& 13 DETAILS'Gvl&.'Ge, 12, SHEET 19 AW&'AC,SKEETS-IZ&13iYP• -USETS 12 & 13 90' 'El PANEL PANEL PANEL FANEL TYPE TYPE TY E TYPE R 'L' PANm. EL G MAX. WIDTHTYP. SE pL0 PER TABLES 1 3 I NOTE 2, YIEIGHT i SHEET� 1,,5 � X O X / ^ PANEL PANEL PANEL PANEL I TYPE TYPE TYPE TYPE w MAX. CS Os MAX. UNIT / UNIT HEIGHT SILLDETAIL KOM. / HEIGHT PER PER TABLES •D',SHEET 18; % MAXL PANEL WIDTHTYP. SEE TABLES TA BL 1.3 INSTALL NOTE 2, SH'cEf 15 DETAILS HEIGHT TABL S i3 'Ow'&Dt3, SHEETs iz x x &13� X X 3 3 Y Y JAMB DETAIL'G3', SHEET f18; INSTALLATION DETAILS 'G5v' &'Ge, SHEETS 12 & 15 ixr�o6 INTERLOCK DETAIL TA', SHEET 19 so° ou7smE CORNER DETAIL WT. SHEET 19 & CORNER ANCHORAGE /-SHEET 11 F.icssi:waz �^ NOM,PANEL WIOTH TYP- PERTABLES 1-3 MAX. UNIT WIDTH - ---`ti NIPJ- UNt i MU, rl SEEFRAME& SILL DETAIL 93'.SHEET --MAY- NITWOTH PANEL CORNER EXAMPLE. OXXX INSTALLATION DETAILS coNSTRUCTION — --- pyy &Md. SF•EM l2 & 13 EXAMPLE 90' OUTSIDE CORNER - XX/XX f 2-TRACK) DETAILS SHEET 15 2 TRACK JAMB DETA4.'11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'W. SHEET 19 INSTALLATION DETAILS 1w' & L2, SHEET 19-�, INTERLOCK DETAIL W, SKEET 19 'Id, SHEETS 12 & 13� v HEADER DETAIL 3- B', SHEET 18: ✓ HEADER DETAIL'O', SHEET J� AMS DE7AIL'H2', SHEET P-HOOKDEI•AfL .1' & W, SHEET INSTALLATION JAMB DI-7AIL7, SHEET 18; INSTALLATION tg; NsYALLA7lON DETAILS 18; &,He, SHEETS DETAILS 19 7NS lid, I le & ` ol. SHEET14 DETAILS'BY? &'Bt . DETAILS' I, &'Ic', SHEETS 12 & 13 ��y f & 'Cc', SHEETS 12 & 13 HW & Hd, SHEETS 12 &13 Jc,'Kw' &'Kc', SHEEit t SHE 12& 13 1'H MAX HE F TA i PANEL PANEL PANEL PANEL F - - -TYPE-. -_TYPE - -TYPE . - --- TYPE- - --,R L, M, F UWT.. : a? t 4 i PANEL WIDTH 7YP. - / I I ER ILES MAX SEE PER TABLES 1-33 DLO NOTE 2, HEIGHT SHIEET15 a O EXAMPLE' SILL Ut1AIL2t',bm= lo; ETAILS 3-TRACK, RIGHT POO INSTALLATION 12&13 'Ed &'EC, SHEETS 12 & 19 PANEL PANEL TYPE PANELLPAII�LTYPE TYPENOM.UPANE4HEI WIDTHTYRPSEE OlE2, MAX DLO HEIGH!T� ' PERTAB TABLES i�SHMTI X .-�X X EXAMPLE:XXXU TRACK BY-PASS? s ryten reca I SERIES 770 Sd..Maa = a SG1Y7N cFAY, apAtRr!,l�924e PRODUCT REVISED AX NIT a eo,nplyIp wiry tho Floitdn asd[ding Cnao NDA Na 76.0624,06 GHT FxplrattoaDat90214712020 P,Y LES TAlamc-oay uc Con of 3 !"fez •h, t; is Ic.. ,70. SILL DETAIL'F', SHEET 18: INSTALLATION DETAILS 'FW &'FG, SHEETS 12 & 13 - kTIONS FM, SGD -LM IMPACT A.IYNN tilUJ:lLAP,E 16 r 22 PGT0190 B p.F trams PANEL'S RIGHT STf LE TYPE . PANEL-GLE .. SINGLE S ' 'jQCiCbrp=" /�Si RAGAL A3iRAGAL ,hS'Pa:J.L, SpKp� ,q�rRAIS gpXQ� aL CORNER Bb LQCkSRLE FXt•cCRNER 90LQCKSf e Q EXTc PNER -RECENFR DVC CCRfJER 90 RECENER so CpRN� 90 RECENHS` 136REr NER 36 RECENER wr CORNER 38 MCEIVE .. TYPI=S 1WERLQCK pUT INi'rRLOCK tN GTitE: WIHIWOL`a BOx Q[Ir 96X IN Wl HANDLE "WfHANCLE WI'NAFID1-E WIHANOLE WIHANOLE WI HANDLE SMt9 CtiB WIHANDI, 0 W/YANDIE iKt7 - St zti�ii #tt8 ?l6't� #E1j SINGLE F �i �] K / L.. TR Ta TC TA / j I% J� / T I/ N INTERLOCK 0•' 7 J� InCrav,7 E � p AC C I C S- SC SA S V S w i„�;,L �, S �� IN S S FD FC FV FW F= I rydxotrq� WHANDIE D m (5=k-7 Lil AsiRAGAL 7 j� PANEL NM;c - Soxolrr WIISANDLE l ,d L �oxaafl 1, SEE UP -TABLES 1•3, SHF_ECS"FOP PANEL }. j— S1ZES &DESIGN PRESSURE. LEFT Q INr I RIGHT 2 PANELTYPES NOT SHOWN OP, CROSSED OFF ASTRAGAL �j l � J5K1e t'arHJ PANEL ARENOTREQUIRED FOR ANY CONFIGURATIONS �ExreRfoR AND ARENOTAVAILABLE. ASTRAGAL � T U I S LEA STILE 3.90'ASTRAGALSTOUSEHEAVYDUTYSTILES M F-- BOXCUT maxM r=v vD PANEL "Er SHOWN. 5EE TABLE FOR OTHER PANELTYPES AND (6i), CORNER RECEIVER (,-Ila) D EITHER ii9)ORINiER10R{#120)CORNER Cl T U LL LLI ASTRAGAL HOx L+1 Iaa v,, pwAo APPLICABLE51'ILWASTRAGALRERUIREMMM, AASTRAGALSERIOR 4.13b' ASi'RAGALS 70 USE HEAVY-DUTYSTILES J � (al)AND CORNERADDON INTCORNOZ 90 LOCKSTILE RT nr lil � 2 Q p w?HANOI�$it0� SILL RISERS OPTIONS `-1 saz° —` 232' EXTERIOR ,ter ocrEwQa I .D62' a.G55 R �' EXT CCRNER 0,OCKSTILE wI HANDtEvit9EXTEFaQ 7" .CAS I-7Cr CORNER L+�= -- 90 MOENER WI HANDLE. t __. CT _____. _ . C �7 ___ .__ (i-1 . I� a saos _. �I-' - _ rLfl: . f x- 2555 �. N9J eo RR= I� vaL J L r ! S {�F _ - - pro nvcr r.>:vts>:is - WtHANDLE g EXTCORNE?iL[�.� Cj •; '='r;:..t,r•' mP A 9 SILL RISER FLAT ^ SILL RISET� FL T x oa 1 m 16 06 Florida �� SILL RI T SILL R15ER. FLRT B0ltaiag coao t8'FLUSH.i-i!2" LOW.2.12' MEDIUM,39I4" 24 HIGH. A" lIQA-Na. 15-0629,06 90RECENER -+i •760' ExpirationQat60211712020 ,TSD' ERI R fly F---.7W' FOR 9 -D02" Miamf-Dad raduct Conitol EXl�RIOR FxTERIQR I —� d,055' EKTC0PJ9FR t 03 RECENER WIHANDLE ;Psi VT VS F a31 0tr CORNER 35RECENER W/IiANOLE psi I Jj YV I Y 6T S Y b F GI� .9Dfi" .OS2' 3305' .:,15:11?'.; f:• A62° 2SSS I da�,'�� ;'• ��!`.,_.-'; 1.567' I � J.I. _ C • 61LL RISER BD%I" SILL RISER BOX BILL RISER SOX SILL RISER, BOX 16^ -- 21 OMEDIUM.3-1w OHIGH,4° FLUSH.1-I12" LOW.2^IC1° a �Ifb -NOTVALIOFOR WATER INFILTRAT70NRESISTANCEREQUIREMENTS, SEE SHE'S'f56-E •.'{j� ✓.~ •'°°°" � " fp707ECFIIYOLDGyORN£ CE)Tf.OFAl1TfL$J9sDS [[�YPANEL TYPES jti"^'°•','.r• •:r�r`'•{~ A. LYNNM U,%P.E. PF.C56705 - LM IMPACT SEMES 770 ALUESD SGA•T70 ATTS 17 a = w.•.vA. PGT0130 B omm r• wm a.ow a JR JOlrlYJ4 1 , 1 V 4 ASSEMBLY DETAll,S (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) toe FULL PANEL JAMB LENGTH 60 OR S7 106 PIVLON G7H LOCKPART u 7s a 107•tt 17 1S• 6 eo OR91 fin OR 6!® 5o OR 51 2 TRACK JAMB t6 9 Gt (SHOWN Z'[RACKJAMB � s SEE DETAIL Gi Cum' 1-05 FOR FIXED W/RETAINE-R#106 OPERABLE BO 8CRK1P� its ) PANEL CLIP (SHOVMWITH pETAILG2 FIXEOPANEL TO I��IEXiEalaa103 7sa ai il FOR FIXEDTHE INTERIOR) V 113 PANELCLIP5 6b OR Si 14 17 123 FILL LENGTH 40 �'4 60 OR o"1 n .�T EX'fF,.ROR #taxers OFJAUB 2.TRACKJAN,3 2-TRACKJAMB 1 LEXIERSOR rI T pJCTFRfOR �EXTE910R 1/ SMS, X3 _ OLIP {l30 0R 105 51 92 W! SCREEN �J ' 6'LONG WlRETA]IQER#i23 3TRACKJAMB 3-TRACKJAMS. 4TRACKJAMB 4-TRACK-JAMS t (SHOWN WITH �(SHO61N WITH a (SHOWN W.7H M (SHOWN WTFH � (SHOWN WITH MIDSPAN B0 FD07}PANELTO OPERABLEPANEi) FC(EDPANELTD FCCEDPANE.7O OPER0LEPANEL) n4ioRsoOR 01 THEECMERIOR) 03 V THE EXTERIOR) THE INTERIOR) ..._SHOWN WITH OPT, SCREEN A "TRACK EXTER RS 4 i!3 5 173 � 5 C � sX7ERIOR i � 69 _ LROR a>< a ;KEEN A3-TRACK - -' --- 4 TRACK MAX UNIT ...... �FRAA� HEAb' .:•; ..•�,:'"."`: •r-:. C FRAME HEAD HEIGH7PER ....." TABLES 1-3 D-2--TRACK W/SCREEN FRAMESILL .ITEM Si SHOWN, ITEM SO ALSO APPLICABLE, SEETASLES 13, SHEETS B-8 FOR DP (PSF)ASSOCIATED WITH STILE. K q TRAC F FRAME SILL SWES77DALUM- SGD - LM IMPACT s6D-rri. Nrs I?a d zz 1 Porarao PRODUCT REVISED as eomp�ing wikp tLc F7olida Bowing e ft08-tio. 46-DS29.06 �FXPiraLlon Dam 0211712a71A Miami-ga [od�ol No. oqi A. LYNN MILLER. NE, P.EC 59705 I , ASSEMBLY DETAILS (SEE sHEEi's 121k FOR FOR INSTALLATION DETAILS) si 71a 11a 7 28 30 11 i13 U 26 63 103 62 111 63 BD ORS1 sDOA61 SO OR81 I II } n 29 14 � g _ t I pg 120 65 85 S . '=. 171 -IZ, EXTERIOR 111 az ElTER10R iKfERIDR EcrEMOR EXTERIOR �P HOOK FOR FLAT SILLS V ®P- TOOK FOF: BOX S_ ILLS a f f R7t�aR ! fc'7(-f_ OR INT. MOUN71_ K �_X'T, MOUNTONLY 90° LOCK PART 60 OR 61 LOCK PART L705 1 1� gi 75 S 107-11 $ 75316T-11D �(NiER!.00J.0 I fi 14 ' 713 71�-- �r--•r- I 8I b0 i13 61 61 11B 5 4tl 17 11 •i -VTERIOR V EKIE�IOR EX7TiRI0R 7 .. 7S3 103 Sig sp ga 4a STANDARD DS rUER CORNER ITEM ;8�UTY WITH STANARSTILE0�WITHHEAVY-DTYSTILES*61 tr 2-TRACK OUTSIDE HOWN 2-TRACKSOW STILE)SHOWN,ITEM960 EXTERIORBOXASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (Si'ANDARDSTILE) AM (BOX -OUT) MAY ALSO BE INSTALLED (BOX-0Il7) MAY ALSO BE INSTALLED APPLICABLE, SEE TABLES TOWARDS INTERIOR (SOX -IN) TOWARDS INTERIOR (BCX-IN) 1.3, SHEETS 6-8 FOR DP ! _ _ _ . __ _ _ _- _ _.._ _ . _. ____. _ �.._�. F: b___ -• -� (PSF)ASSOCIATED WrrH STILES. . .. .. .• _.. -..._41N7EF00R j5 811107-1 i OR 5 ^ 135� 8 '�" PROIIUOT REVISED a: cemptyingwith tho 77or1d� Bu1TNny C:oac allICR NOA.dte. is-om.06 `. BXpirutton pate 02/17/2020 E 7 11 -- I 14 5 g1 31r i pet Central 103 01 ,I1, EXTERIOR 67 -_ Tt:I;1 v I 7SVPAR 31 1D3 SI '55XrERIOR 1a 7 135-INSIDE CORNER VIP 1 02 2-TRACK SHOWN e135-OUTSIDECORNSR '�-•=E''"' 1,,, -7Y 01 2-TRACKSHOWN mTprxxrrt+ptoaraAlvs HORIZONTAL SEC7IONDjETAILS, CORNERS CI; i •' ; :. xYt7YTCEP1.31YT5 Ise •v;" •• �``e—; I sFwFs MrAturrt sGfl-chriMPAcr IsslyasarmD aammc care s,. o-,q,r� we A. LYW7 Ml¢ER P� + fti0n4 ca:r oFAUTx dmisc m S11Y7T0 iNNiS 1 19 a 22 PG70730 S p aamTos ASSEMBLY DETAILS (SEE sHEEi's 121k FOR FOR INSTALLATION DETAILS) si 71a 11a 7 28 30 11 i13 U 26 63 103 62 111 63 BD ORS1 sDOA61 SO OR81 I II } n 29 14 � g _ t I pg 120 65 85 S . '=. 171 -IZ, EXTERIOR 111 az ElTER10R iKfERIDR EcrEMOR EXTERIOR �P HOOK FOR FLAT SILLS V ®P- TOOK FOF: BOX S_ ILLS a f f R7t�aR ! fc'7(-f_ OR INT. MOUN71_ K �_X'T, MOUNTONLY 90° LOCK PART 60 OR 61 LOCK PART L705 1 1� gi 75 S 107-11 $ 75316T-11D �(NiER!.00J.0 I fi 14 ' 713 71�-- �r--•r- I 8I b0 i13 61 61 11B 5 4tl 17 11 •i -VTERIOR V EKIE�IOR EX7TiRI0R 7 .. 7S3 103 Sig sp ga 4a STANDARD DS rUER CORNER ITEM ;8�UTY WITH STANARSTILE0�WITHHEAVY-DTYSTILES*61 tr 2-TRACK OUTSIDE HOWN 2-TRACKSOW STILE)SHOWN,ITEM960 EXTERIORBOXASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (Si'ANDARDSTILE) AM (BOX -OUT) MAY ALSO BE INSTALLED (BOX-0Il7) MAY ALSO BE INSTALLED APPLICABLE, SEE TABLES TOWARDS INTERIOR (SOX -IN) TOWARDS INTERIOR (BCX-IN) 1.3, SHEETS 6-8 FOR DP ! _ _ _ . __ _ _ _- _ _.._ _ . _. ____. _ �.._�. F: b___ -• -� (PSF)ASSOCIATED WrrH STILES. . .. .. .• _.. -..._41N7EF00R j5 811107-1 i OR 5 ^ 135� 8 '�" PROIIUOT REVISED a: cemptyingwith tho 77or1d� Bu1TNny C:oac allICR NOA.dte. is-om.06 `. BXpirutton pate 02/17/2020 E 7 11 -- I 14 5 g1 31r i pet Central 103 01 ,I1, EXTERIOR 67 -_ Tt:I;1 v I 7SVPAR 31 1D3 SI '55XrERIOR 1a 7 135-INSIDE CORNER VIP 1 02 2-TRACK SHOWN e135-OUTSIDECORNSR '�-•=E''"' 1,,, -7Y 01 2-TRACKSHOWN mTprxxrrt+ptoaraAlvs HORIZONTAL SEC7IONDjETAILS, CORNERS CI; i •' ; :. xYt7YTCEP1.31YT5 Ise •v;" •• �``e—; I sFwFs MrAturrt sGfl-chriMPAcr IsslyasarmD aammc care s,. o-,q,r� we A. LYW7 Ml¢ER P� + fti0n4 ca:r oFAUTx dmisc m S11Y7T0 iNNiS 1 19 a 22 PG70730 S p aamTos Hein bwGT1� PGT Oescfpfron I 17303 617305 2-7RACKHFAD . 2 173M 617303 2-TRACK HEAD VER SCREEN RAL 3 17309 8173o9 3gmrK HEAD 4 17312 617312 4-TRACK HEAD 61'7314 FRAWESCPZWCDVER PEa17314 17S778MIT FRApiEti�DJ.OWI9 ADO ON 17301 6Y1304 2-i;+A.CKSOi8 173M 0n307 2-TWSKSILLWRH SCREEN RAIL 9 V-207 61730T 3-T11ACK SLL. 10 17310 j 617310 4-TRACK SILL i1 1=3 1 17313 FRV4ESILLTRACC94SIRT 17 17315 51735 FKA.MESILI-SCREENAODOKCW5NOTE 3) 13 17me afniS EsuscRE I4 ENDADDON(SI:c NOTE 3) 14 17305 617305 2-TRACK JPMB 15 173DZ ONE 2ARACK.1468N71HSCAEEKRWL 10 17308 SMO8 3-THACK,W AS, 17 17311 61=1 4-TRACK CLAMS 111 17322 61T322 SLL]USER -FLAT, FWSH,11J2• 19 17319 611319 SLLPOER-SON,FLISH, I-1W 20 17321 61702i UERISER-FLAT, JAW. 2-022' 21 173]B Simla S21 RLS6i-HOX IDW,2-17L' zz 1735s afl359 sJ 114' 23 SY54 a17 54 SILL RISER -BOX M=DIOM, 3-1/4' 2< 17329 d17323 SILLRISER-FLAT HIGH,4' 25 n320 6173B1 SILL RISER -SOX HIGH, 4' 2a n333 SR333 POC*-7P-HCOK 27 T070 67OT0 NEOPRENE BULB W3TP FOR P1tOOK 2S 17334 8T7334 _. POCKET P-HOOK MOUNT - - 2A 17335 flimS5 P•HOOKCOVER $0 17348 G173a6 POCKET P410OX FORBOXRISE.R ' 3] I. 6'17978 13 -CORNER 92 1737E a1T376 13SFDC-D MDUNT [/EMS 40fi'ARV SCREEK FARTS: 40 4319 02=1 SC17EEK SIDE RAIL-LOCFWMF; 41 7LOGKWGSK SC1EE14 LOCI(SEY 42 41B78 SCREEN KEEPER SPACER SET 43 Bi52 aa152 6 BEEN WM--BLOCK ADAPTER 44 4426 64428 SCREEN DOUBLE NTERLCCC a5 4317 61226`+ SCRE£NTOPRAIL ae 4318 B122b7 ISCREEN 130TTOM RAD. 47 B88 7SRAZ STANOARO ROLLER 45 -,I 7SRAX A14DARD ROU.ER-ST. S7L. Q 4844 64344 ISCREEN ASMAGAL W ST449 6f7349 IRA j01DSCREENASGALADAPTER 51 ]692 al= SCA£EN SPLINE -.SBA 52 1896 a1B94 SCREEN SPLINE-,15T 53 I 01816C20 SCREEN LATH 54 172S V7'X4• XT/1S' Sfir. SLOCY, KEOPAENE 85 W 5 55 17M YX4' X1/16' SET, BLOCK, A59PRENF 85 V-:1 Item P PG'f Description 60 17325 61T325 PANEL STILE 61 17320 617328 PANE4 STILE(HEAVY DUTY) 82 17327 81T327 NIEILOCKAOAFMR B3 1225 81P246 144YL$LILEI WSW, -THIN(NSIDP WTERLACIQ 64 1129 71729 SILL END WEATHERSTRIP PAD . BS T= 0173U XMRLC CK SCREW COVER ST TIM 617329 ASTRAr.AL ' ES 1T49 517339 HEAVYMITY 7RAOAL; 83 1=4 51-1324 TOP & BOTrOt4 RAJ. 70 17350 417360 WEATBERSWr EXIENSDH 011E=N M01D111) ri log77B95 1.17.t'Xt'X3/4` C+11 FINsFR-DUST PtJ7Gs 72 153 78MX TANDEM Sr. SIL. ROU.ERASSY. 7S SIM 7815314 AN[JEhI NYLONROLLERASSY. 74. SILICONE DOYY4iN, fX1W-9950R GE-77CC 75 8185 781B5X GENNIMORIICES?LYDUALLOCKWJLONG7RU PLATE 75 7103=FPFX 0{l2X7"FL SSSCREW WTTYPE "F'liP 77 710=9 ]082STEI7,ZNCU4IUT 79 173ST 6173S1 VIG BEAD 00 173v<J 6]73S WIVEFA.DIR-ED PANE. CLP Bt • WED 0173M SJ70'BEAD ' 82 1224 8T V47K VOLYL BULB WEATHERSTRIP 83 5745 1745 LOWS N0,1/2'X1/16°SGL SIOEADFL TAPE, PDLYERt 1a0 aDs2 48052 ROLLERADILIOLEPLUG 101 72037 .14MS BUMPER 102 IMS 71696 OUST PLUG 103 also 761WX TWYEPER 104 6S3 7SOMEP SCREEN LOOK KEEPER 105 .17344- �.=817344. -.: FOED PANELCLL--B"LONG 100 17352 517352- HIDEDPANELRETAINER-;S/la` 107 1739 717;9- HnNPLE KIT-NTE307R RAISED WRHYHUMB TURN 109 1740 71740 HANDLE JOT -RASED EMERIORHANME. 109 1731 7816 R HANDLE KIT- RECESSED IITERIORWM THUMB TURN 1f0 1732 Ya1T6 1HARBLe KIT. RECESSED EXTERIOR PULL, III 710X14PpSDAX 10X3/4"PILPN.TEK-SS- 112 1235 87S18 WS7P,-VOX-170-FN SEAL 113 1712 6409E AarX.2W FNSEAL 114 71=15PPX A0X1-12° 115 710*7r -IDX1' T1fi 72=X -1412QXl'%$. 117 720K= a14-20X1-%ZS.S. Ila 1 17330 B17336 SUDEGREEOORNERRIECEIVER 119 1=7 617337 90DEGREE OUISDE CORNERASTAAGAL i20 1 11338 8117�48 90 DEGREE N6IDE CORN51 AS7RAGAl. 122 1 I= 1 617352 FDED PANEL RETAINER, 71B• L SIBJJC6; Fcs12r6 lee a11}fao wBa SEh7F_S 770 ALUM. SGD -LM IMPACT cS?r;OFAu M92'm's scam MS 1 20 v 0+.+o PGT013a v v NOTES: 1) ALL ALUMINUM = 6063 T6 2) ITEMS $ 33-39, 56-59, 66, 7$, 8499, 1213,122 ARE NOT USED AND ARE NOT PART OFTHIS APPROVAL 3) USE OF #12 ORY.13 REQUIRES MIN, *10 SMS OR W16" MASONRY ANOHORS ®qe MADC O.G PRODUCT REVISED a: oomplvtrm w[Ot tfic P[orFaa 9utl6iag C ddo NOA-N0. 16.0629.D6 BxpItatlon D D_ 7l'17I202O By 12 69- MumL-aimauei Cant[al I A. LYNN M1LER,P.E P"5670s 0,080' I t211° 1.5os° 0.081 07 TRACK HEAD 70 / -TRACK SILL (6063 TS AL) (5063T6 AL) P4—nrl s,1s8^ 1,211" 0.061 ° O2.TRACK HEAD Wl SCREEN TRACK (6063-TS AL) 6.626" - 0.080" 1.505' eU3-TRADK5lLL (606^rrTB AL) 7.SOS � 8.221. 1.211" 1.305° 0,081" -j-O3TRACKHEAD f gO2TRACK81LLN1/6CREENTRACK (6063T6AL) (606"rTS.AL)' m42' 4A5°' I 0.080' J) 44RACKHEAD 02TRACKSILL (6063TSAL) 6063 T6 L) 1.260" 0.080` oFRAME HEAtr/JAMB SCREEN ADD-ON (6063-T6 AL) SEE SH;ET 17 FORSILLRISERS. 0.062' 0.532' 1516" DFRAME SILLSCREEN - 12 ADD -ON 5063-T6 AL) REQUIRES MIN,010 SMS OR3/16" MASONRY - ANCHORS @7A°MAXO.C, 0.7%''�_II 1,990° FRAME SJLL SCREEN 13 END ADD -ON (BOBS-T8 AL) REOUIRFS MIN. MO SMS OR 3/16' MASONRY ANCHORS @ 24' MAX O.C. LSAT-OPADMZ29M 0.08i' B.t98" 2-TRACKJAt,1B W/ i5 SCREEN TRACK (8063-T6 AL) 5' 16 &TRACK JAMB (6063T6 AL) ---[I 87Z' I i.01S' n.aai° 0.082' —+— sCREEM� $T! ELF (8063 T6 AL) 5.063" iFes— 1A45" iET— v— 0,062' 14 2-TRACK JAMB SCREEV TOP RAIL (6053-TEAL) (76063 TEAL) 17 4-TRACK JAMB (6063 TB AL) YTRUS/ONS EPJES 770ALUM. SGD-LPT IMPAC7 rtare I ese ra.a a.wgttt scam NTS 21 a 22 PJ31'0130 i.593' 0.062° SCR SOTTCM RAIL (6063 T6 AL) PRODUCT REVISED as tompfyy[gq wJih the>Tfarida 6aAd[rg 4a4a Naa^No, 16-0629,06 Expifaiior. Dala 02t'(7/2020 MiamL�n`� Eat Et IIJ --Z3 .r• �I �:;! tr A LYt@i MICC.ER,P.& PF-G58NS d O b fta a Y A o ! b yy o 1 Mai !JV on mN m o u�}fiA-Z.- -no N o w Y o cJil w o - - 8 N w u'9 � o L P�x O m 7n m rIv m � u� mba Fn b, O t OMa Y� m g r 0 -�-- m-z C ^O o moXp lz m O G7 0 "ti Y b m OO IFS^^-•' Ir opt' x' o a �p� t Q .. •l.n.:. 7XyrCi in gn Aq �g.. 7 -t4