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Home My WebLink AboutPRODUCT APPROVALSCANNED BY lit - _ Business & Professional r St. Lucie County r acts Home I lop to I Umr Pe Jolaatlon I Hot Topes I Submit SurrimMe I state a roar I Publl®auns I Contact ua acts Ste Hap unks search F�l1R� �' Product Approval dbpr e usae: Public User PmauG Aouwal Henu > Protluct arAwlta[bn Searth > gwllmtbn Lht > Appllmtlon Detnll FL # FL5891-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Therms Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 l (419) 298-1740 rickw@rwbidgconsuitants.com Authorized Signature Rick Wright rickw@mbidgmnsuitants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received • Florida Engineer or Architect Name who developed Lyndon Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiation Date 12/31/2021 Validated By Ryan I King, P.E. 121 Validation Checklist - Hardmpy Received Certificate of Independence FL5891 R6 COI (a) Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2009 2002 2000 1994 Product Approval Method Method i Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/22/2017 Data Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 5891.1 a. "FiberClassic" 6'8'Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 II (a) Inst 5891.1 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant. Yes Created by Intlependent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.1 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.I.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. (For FiberClassicdoom, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six _ months of " 5891.2 b. "SmoothStar" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing r Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 II (a) Inst 5891.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, RE. 43409 Impact Resistant: Yes Created by Intlependent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.2 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For SmoothStar doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 5891.3 c. "ClassicCratt" 6'8'Impact' Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 11 (al Inst 5891.3.Ddf - Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes • Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.3 for Design Pressure Ratings by FL5891 R6 AE fal Eval 5891.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. 5891.4 d. "FiberClassic" 8'0 "Impact Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 II (a) Inst 5891.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.4 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.4.0f spedfic,Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FlberClaseic doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 5891.5 e.'SmoothStar' 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 II (a) Inst 5891.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 5891.5 for Design Pressure Ratings by FL5891 R6 AE fat Eval 5891.5 Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For SmoothStar doors, this product approval requires the use of "J' part numbers for these doors, which have been stained or painted within six months of Installation.) 5891.6 f.'ClassicCraft° 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use In HVHZ- No FL5891 R6 II fal Inst 5891.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes .Created. by Independent Third Party: Yes. Design pressure: N/A Evaluation Reports Other. See INST 5891.6 for Design Pressure Ratings by FL5891 R6 AE fal Eval 5891.6.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. ' mom CantactU :: 2681 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-183d The State of Rolla le an AAlEM empl . Uovdght 200 -2013 state O Florida :: p w Stammrnt :: AcrosNliw Sa ment :: R M Smtement Under Flodda law, small addresses are mblk records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the oeke by phone or by traditional mall. If you have any questbm, please contatt 850.07.1395. -pursuant to SoMan 455.275(1), Florida statutes, elfietlive odnber 1, 2012, Ikenues licensed under Chapter 455, F.S. most provide Me Cepadment with an small address If Mey have one. The emaik provided may be used for oBical communlcadon with Me licensee. However email addresses are public mom. If you do not wish M supply a personal address, please provide Me Department, with an email address which can be made available M Me pudic To determine If you are a licence under Chapter 455, F.S., please dh* here . product Approved Accepts: ®®"RalP® Credit Card Safe THERMAITRU 0 THERMA TRU DOORS 1 1 6 INDUSTRIAL DR., EDRERTON, CH 43517 3'0" X 618" "SMOOTH STAR" FIBERGLASS SINGLE DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This; product has been evaluoted and Is In compliance With the 61h Editlen I2017) RorWo Sulift Code IFBC) structural requirements excluding the Wo Vetoeity WkweZane' IFIVFQ). 2 Product anchors shoS be as listed and spaced as Mown on defogs.Anchor embedment to base material shag be beyond wag dressing orsfucco. 3. When used in areas requNng wind bome debit protection this product compges with FBC Sections 1609.1.2 & R301.2.13 and does not require an Impact resistant covering. Thls product mesh missile level V and excludes Wind Iona 4 as defined In ASIM E1996 and FBCSections 1607.12.2 & 113012,1 MI. 4. For 2sstud training construction, anchoring of these units shag be the some as that shown for2r buck mosomy construction. S. Site conditions that deviate from the details of this drawing requirefurther englneedng and* by a kensed engineer or registered ocridtect. TASIEOPCOMEMS SMEF# DESCRIPTION I T cdekvdkms, des s& enad notes 2 Door detags 3 1101innial Don sectom 4 Velttcdaosssedbm 6 Buck and frame an n0. 2%buckmason constwilon 6 Frame anchoMa•1%Duck mm comhucdon 7 BWotMdedob&Cons nenh 1�SWING OVERALL a FRAME„ DIMENSION`,:. DESIGN pBESSURE '� (V$F), �- UWE,, �NEGATWi, INSWING 37.Srx62.19" #67.0 •67.0 OUTSWING 37.Srx80.69" +67.0 •67.0 FL-98D12 O m u Z v ® ® ® N d � f/!sr� oar IL.L.C.LIJ� is 'u �I�•� N r I0 I� 5 Ise N N A T � A n m3 G}fie, ? wlsua g pp g¢ OClober l7. �f7L 1 * etk $ R 2 PNOOICF t>n . QUIRtf '� u$ 9 9 i. FIooCIAA DOOR ex 7 taQ'lj•LFI 0 IE ugloyawoo B WAM E OI O3S SS03O IV NOMUH L 80183M MOM INS �ocrosxuM WA049 NOHJ3SSS0 Jl OL80H £ ('dAll Im �'wwb/l•! 8OM3W1 LxnmrA=gin Nowns ssod;) InNualuff l � m m r o . a. 0 n � IA O - O m e. R 41/PNd1 m BAa QYPJ m _ o r_ •'P • Ip A A p p / C �n n O 2 m V Of •O m � WNW fhl5Eer 17, 4D17' • $ 4 � � 4 P1i01MR noeww BF � eta[o • � r ��, nsv?c S DODR P 171 7 m $ C y u ��a��o��m��A••�,,\`� BUBffil0 WNMAJi15, WG \�\\t\�\' 2 10 WO9m SiR ED. Y01< fBC IFS PAIR' BR ASSdBtM 1 L b Vi o m VMCAL P. O. Bow 250. Va m M 5 5 1 B 1 lY REVISI•D TII 2010 F8C JK NO OAT DNS N BIM197 IEPE G !b. [M15 02... P.M. Bueewu Cexmi�.�w�e Ine. T D MASONRY TP.HEA OPF3IMG JAM DL BUCKd W BUCKANCHORIHO STRIKEJAMS CONCRETE ANCHOR NOTES: 1. Concrete anchorloaaliom at the comes maybe colusted to maintoln the min, edge distance to mortarjoints. 2 Concreteanchorlocotiomnotedas MAY. ONCENTWmustbead/ustedto maintola the Mn. edge d6fance to modarJoWs, addtiorral concrete anchors maybe required to amure the'hW ONCEMER'rllmenslonareratexceeded. 3. Conareteonchor table: arx IAPCONa 1/4° 1 1.1/4° I r 4' ELGO 1/4° 1.1/4° 1° 4° ULYRACON® WOOD SCREW INSTALLATION NOTES: I. Maintain a miMmum b/ir edge distance, f end distance, A 10 o.c, spacing of wood screva to prevent thesp6Hing otwood, MASONRY OPPSNG FRAME TYP. HEAD & JAMBS q HINGEJAMS HINGR OETAK MTCHA ORADOWDEG11L y d MASONRY OPENING FRAME I[//Typ . NEABSO d' JAMd a t% STRIKEJAMB FRAMRANCHORINa Masonryl%huekwroWelbn CONCRkTEANCHOR NOTES: 1. Concrete anchorlocaRom ct the comae maybe od(udad to maintain the min. edge distance to mortarJofits. 2. Concrete anchorlocofiom noted as"MAX. ON CENTER"mustbe adjusted to maintain the min, edge distance to mortar)oinb, additional concrete anchoa maybe required to ensure the MAX. ON CENTEW"alimenston"not exceeded. 3. Concrete anchor table: 1/a^ I t•t/a^ I r a' 3/1V 1•t/a^ 3^ 1.1/1^ JSTALIATION NOTES: nuns 5/e"epgo dufanee, 1'entl dhlanca, 8 1"o.e. spacing to prevent the splitting of wood. 1ANOBJAMB LATCH A OEADBOLT OBTAIL RINOB DETAIL fen� LFS i 0 RILLOFMATERIALS REM DESCRIPROR MATERIAL A 1X BUCK SG�055 WOOD B 2%BUCKSG�-055 WOOD C MAX.10SHIMSPACE WOOD D 14X234" H ELCO OR RW CONCRETE SCREW STEEL E MASONRY•3J100 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 316'X3-14'PFH fTW CONCRETE SCREW STEEL H 14'X3-14'FFHOWOONCRETESCREW STEEL J 14%334' PFH ITW CONCRETE SCREW SPELL K NOX2-I/T PFH WOOD SCREW 1.15' N.EMBEDMENJI STEEL L #l0XTPFHWOODSCREW STEEL SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 1 LONG REACH COMPRESSION WEATHERSTRIP FOAM 4 X4'HINGE.09TTHK. R10%34' PFH WOOD SCREW STEEL KWIKSET SIGNATURE SER15 PASSAGE LOCK STEEL LOW PROFILE OUWMNG BUMP WE THRESHOLD ALUM./WOOD HEADER JAMB PINE, S.GY-OA2 WOOD [21 SIDE JAMB flNPS.GY�OA WOOD KWIKSETSIGNATURESERC3 80 DEADBOLT STEEL LATCH STRIKE PLATE STD DEADSOLT PLATE SITM DOORBOTTOMSWEEP PVC 33 1 SELFADJUSTING INSWING SADDLE THRESHOLD FIBERGLASS DOOR PANEL -SMOOTH STAR AWM.COMP. TH� TRU WITH S REENGGTH Py (MIN.) = 6,000 PSI IL FIBERGLASS BY SMC TOP RAIL COMPOSITE [45 IATCH STILE LVL WOOD HINGESULE OOD BOTTOM RAIL POLYURETHANE FOAM CORE•1.9 LESS, DENSITY LOCK BLOCK REINFORCEMENT WOOD NOTE: WOOD/LVL COMPONENTS (PINE, SG r+OA2) 11 10 00 R{ qpd gg j 6i 19 70 S i 5= ti L r� T4,62' 5.7W -I T 1 79 E S DD FS OID iL-5B31.2 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C ROL gar 230Valrim FL 33595 Pbo=811659.9197 Florida Board ofPtafasioml Engintas CcrdLtate orAffl=ImtionNe. 9913 Product Category Sub Category Manufacturer Product Name Swinging Therms Tru Corporation wr x 6l8" [)terror Exterior Door 118 Industrial Drive "Smooth Star" Doors Assemblies Edgerton, OH 43517 Fiberglass Single Door Phone 419.29&1740 Inswing / Outswing "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Ina and Lyndon F. Schmidt, RE for Thenna Tru Corporation based on Rule Chapter No. 61G203, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2 Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind home debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM E1998 and Section 1609.1.22 of the FBC. A For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-5891.2 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-58912 for size and_design pressure limitations. Supporting Documents: 1. Test Report No. - Test Standard ETC 01-741-10700.0 TAS 202-94 TEL 01461612 ASTM E330-02, E331-00 ASTM E1886-05, E199609 2. Drawing No. Prepared by No. FL-5891.2 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA#9813) Testing Laboratory Signed by ETC Laboratories Wendell W. Haney, P.E. Testing Evaluation Laboratories V. K Wright Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidl, P.E. 4. Quality Assuranceii Certificate of Participation issued by National Aareditation and Management Institute, certifying that Therma Tru Corporation is 4 No 43409 manufacturing products within a quality assurance program that complies a VA ISOAEC 17020 and Guide 53. m k -O ik9_% STATE OF Al - Lyndon F. Schmidt, P.E. FL PE No.43409 10/172017 Sheet 1 of 1 ® it Business & Professional Regulationr r BW Home I lag In I Uw Repetmllon I Hot Topks I Submit Surrba,ge I Stals a F.M I Dublxaaons I cantaet Us I BM Site MaD I Unix SWmb Fl0"� pr i�7 Product Approval SCANNED c USER: N,blk User BY a=Uwa St. Lucie County Pmaud Aonmval Menu > N ud or Annllrmen Beamh > Awliwtion lhY> AD U.11on Debrl FL # Application Type Code Version Appllcation Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14998-R4 Revision 2017 Approved n Silver Line Building Products Corp. One Sllverline Drive North Brunswick, NI 08902 (732) 435-1000 jonbemlan@slbp.com Jon Berrlan jonbemian@slbp.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Associatlon-QA O8/03/2021 Locke Bowden P.E. OO Validation Checklist - Hardcopy Received FL14998 R4 COI COI Sllverline SS 2017-06-14.odf Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 ASIM E1886 2005 ASTM E1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Dabs Submitted 06/19/2018 Date Validated 06/20/2018 Date Pending FBC Approval 06/24/2018 Date Approved 08/15/2018 Summary of Products I FL* Model, Number or Name Description 14998.1 VI Serles/50 Series (5500/5700) Gliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ: No R.14998 R4 II SWD037 SS 2018-06-19.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Patty: Yes Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Evaluation Reports EL14998 R4 AE PER5211 SS 2017-10-20.odf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14998.2 V3 Series/70 Series (5800) Gliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14998 R4 TI SWD038 SS 2017 10 20 odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14998 8 R4 AE P RS 14 55 2017-10-20.odf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14998.3 V3 Series/70 Series (5800) Gliding Patio Door Limits of Use Approved for use in HVHZ: No Installation Instructions FL14998 R4 It SWD039 55 2017-10-20 odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant.• Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14998 8 R4 AE P RS 1 2017-30-20 odf Report for allowable design pressures, sizes, Installation Created by Independent Third Party: Yes require of use. 14998.4 V3 Series/70 Series (5800) Gliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14998 R4 IT SWD040 55 2017-10-20 odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14998 8 R4 AE PER5213 SS 017 10 7 df Report for all ble design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14998.5 V3 Series/70 Series(5800) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL14998 R4 IT SWD041 SS 2017-10-20 df Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FT 14998 R4 AE PERS215 SS 2017-10-27.odf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. contact :: 201 Blair Stone 8oatl Whalhanre R 32399ITone: 850-497-1824 The Rate of Florida is an AA/EW embloyar. convrl4ht 2007-2013 state of Florida.:: Privacy Statement :: AunsslblI tv Statement :: Refund Statement Under Florida law, email addresses are bubble wounds. If you do not want your e-mail address mlea cul In response In a public-reberds request, do not send ele hroulc mall In thb entity. Instead, muted the office by phone or by traditional mall. If you have any questions, please besides 850.487.139s. -pursuant to section 455.275(1), Flo lde Satutes, effective DUober 1, 2012, licensees banned under Chapter455, F.S. most pmvWe the Department with an email address If they have one. The malls presided may be used h ronirial communication with the libensee. However ema0 addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which an W made available m the public. To determine if you are a Ileensee under chapter 455, F.s., please dirk hare . Product Appre al Are4Pa: BUILDING DROPS 398East Dania Beach k Suiteite338 FL 004 A Perfect Solution in Every Dropl Dania Beach, .8 3304 954.399478 PH 1(Certificate of Authorization: 29579 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Doors & Windows V3 Series/ 70 Series Gliding Patio Doors (5800) for Florida Product Approval FL# FL14998 Report No. 5213 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Sliding Exterior Door Assemblies Product: V3 Series/ 70 Series Gliding Patio Doors (5800) Material: Vinyl Product Dimensions: Refer SWD040 For Dimensions Prepared for: Silver Line Windows and Doors One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date:10/19/2017 Contents: Evaluation Report Pages 1-3 Digitally signed by Hennes F. Nonero, P.E Reason: I am approving this document Date: 2017.10.27 17:25:57 -DW00' F. 1,FVF� �btu .o • 10NALEN Florida No. 73778 1(BUILDING DROPS k A Perfect Solution in Every Dropl Certificate of Authorization: 29578 Manufacturer: Silver Line Doors &Windows Product Category: Exterior Doors Product Sub -Category: Sliding Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(d) Product Name: V1 Series/ 50 Series Gliding Patio Doors (5800) 71.625" X 80.0" (XO) FL#: FL14998 Date: 10/19/2017 Report No: 5213 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Doors & Windows based on Method Id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions SWD040, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1: This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 5. Site conditions thatdeviate from the details of drawing SWO040 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions SWD040 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 1(BUILDING DROPS k A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL14998 Date: 10/19/2017 Report No: 5213 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Quality Assurance Entity through Window and Door Manufacturers Association (FBC Organization #QUA2515). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Testing Evaluation Lab, Inc. (FBC Organization # TST4317) Report #: TEL 01410070 Report Date: 04/06/2015 Signed and Sealed by Lyndon Schmidt, PE # 43409 2. Quality Assurance Entity Window and Door Manufacturers Association (FBC Organization #QUA2515) 3. Material Certification Miami -Dade Country RER Product Control Office NOA Current NOA for PVB Interlayer by Kuraray America (Previously DuPont) 4. Material Certification Miami -Dade Country RER Product Control Office NOA Current NOA for PVB Interlayer by Eastman Chemical Co (Previously Solutia) S. PVC profiles certified by AAMA in accordance with AAMA 303 Installation Method: Please referto installation instructions, SWD040, for anchor methods, selection, spacing, edge distances, embedment's and further details of installation. Design Pressure: Please refer to installation instructions, SWD040, for mull combination grouping, configurations, and corresponding design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 SILVER LINE WINDOWS AND DOORS V3 SERIES170 SERIES GLIDING PATIO DOORS(5800) GENERALNOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBCL INCLUDING HVHZAND HAS BEEN EVA LIATEDACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202E • TAS 20.94 • AAMA/WDMA/CSA 101A.U2/A440.11 • ASTM EI00 • ASIM E1996.12 2. ADEQUACYOFTHEEMSTINGSTRUCTURAL CONCRETE/MASONRY, M FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF ENGINEER OR AROIITECTOF RECORD FOR THE PROJECT OF INSTALLATION. 3. SKAND SIL SUM (WHEN USED( SHALLBE DESIGNEDAND ANCHORED TO PROPERLY TRANSFER ALLLOADS TO TH E STRUCTURE. BUCK DESIGN ANDINSTALIATION (SINE RESPONSISIUTYOFTHEOGINEERORARCHITECEOFRECOBO FORTHEPROJECTOFINSTAUATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER ORARCHIIECF SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR M. S. APPROVED IMPACTPROTECTIVE SYSTEM IS NOTREQUIRED ON THIS PRODUCE INAREAS REQUIRING IMPAA RFSITCE. 6. WINDOWFRAMEMATERIAL•PVC T. GLASSMEETSTHEREQUIREMENTSOFASTME1300 GLASS CHARTS. SEE SHEET I FORGL kENG DETAILS DESIGN PRESSURETABLE SIZE CONFIGURATION DESIGN PRESSURE MISSILLIMPACTRATING 71.625"KBO.O" KO a50/S0PSF LARGE MISSILE TABLE OFCONTENTS SHEET REVISION SHEETDESCRIPTION 1 - GENERALNOTES&GCONGDETNUS 2 ELEVATIONS &ANCHOR LAYOUTS 3 - VERTKALSECTIONS 4 - HORQONTALSECVONS 5 - ANCHOR DETAIL & SCHEDULE & INSTALLATION NOTES 6 - COMPONENTS& BILL OF MATERIALS 1" O.A.I.G 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER I/8"ANNEALED GLASS AIRSPACE 3/32" ANNEALED GLASS EKTERIOR / I L\,INTERIORCSLNTE CEI'TACER sflvg p1E51LVEAYNEpgNE HOMX BNNSVA<I.WOSAI] G ZEA3 3 9 N T T e m C P'•. aec ou�u iu nw° m wx• Ernoa n Avol 59[ mf1. V .Wpd@AIOI W Mf0 FLB. FL14998 I DATE: 0.5" MIN. GLASS SETTING BLOCK DWGCI \ / SCALE: GLAZING DETAIL 1 DWG. R: GLAZING NOTE: SHEET: GLASS THIMIESS AND TYPE VALL COMPLY WITH ASTM E-13DO GL SS CHARTSREQUIREMENT E I I HI 8 WIDTH i1.625• D.LO MAX WIDEH 31.75° A 3 NIT X. 0" IA D.LO.I IGHT HEIG'. 100' A a 72.1 l IAX. F IT HI I. E J ELEVATION 1.S" FROM 9• MAX. (TYP.I CORNER (TYP.) 6A'FROM �J L�6°(TYP) CORNER (TYP.) .X. 11 0" 1.5" FROM 6FROM CORNER (nPJ CORNRN ER (TYP.) ANCHOR LAYOUT NAIL FIN WIDTH 71.625' D.LO MAX. I lfB WIDTH 31.76' 3 X. 0. :IT IAX. IGHT Dp• HEIGI 6 a 72.1 ELEVATION 6.0•FROM 6°ow) �1 ` ,I 1� EROM CORNER(TYP.) -I I- I I �RN�P•) 7- rX. .D. ANCHORLAYOUT THROUGH FRAME SflvyerJ e oxesrtvmuxeoxrve HMMBfiINSWK;MIMN] m:rtminwne nhQ i F �k mm h ;moo°;P1 T, �F • .... r,J`•, iS'9'ONAL (0, , eLG®e PL M 7 M rmv mn. v wrme9nw w All! aw.. FL14998 DATE: 09.28.17 DWG. CLBY: CNK BY: HFN 61A1E: NTS DwG.a: SWD040 SHEET: 2 ING iEET1 ING iEET 1 4 VERTICAL SECTION FLp: FL14998 DATE: f1Q 7R 17 4 VERTICAL SECTION �` E` DWG. tt: SHEET: I SEE GLAZING DETAILSHELT 1 INTERIOR i EXTERIOR SEE GLAZING DETAILSHEETI SEEGIAZING SEE GLAZING DETAILSHEErl DETAILSHEErr IMERIOR -MA%. FRAME WIDTH n HORIZONTAL SECTION MA%. FRAME WIDTH HORIZONTAL SECTION 5 EXTERIOR Save r Ine ED axu¢v soaw xoxm xwxsw�u, w own xan Zad 0 Dip g E V 2 I 9 312 $ � sa ..m m � \Q IBTH FBC EDITION ITM 110/171 ssec ouu aiw a�m oua real n 06C o00. ar w000nsnox W mm FLEX: FL14998 DATE: 09.28.17 SCALE: DWG.0: 4 --�I MIN. EMB. SUBSTRATE BY OTHE I }j[/ MIN. EDGE RS-1\\ I%' /i DISTANCE 3/8' MAX. J SHIM SPACE NOTE: SIIlaCNDJAMBHAVE SIMILARDETAIJS EXTERIOR INTERIOR ANCHOR DETAIL - 5 NA LFIN (HEAD) INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 1:1/21NCH THE DEPICTED LOCATION &SPACING IN THE ANCHOR LAYOUT DETAILS (LE., WITHOUT CONSIDERATION OF TOLERANCES), TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSFALIATON ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 1/4INCH. SHIM WHERE SPACE OF I/16 INCH OR GREATER OCCURS. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTOMORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. Sf Lfne �- MIN. EDGE DISTANCE MBoa SUBSTRATE BY OTHERS j G3* j xwmowroxxAMwpw vx raearz VIIAMIN. EMB. L ¢ zA m XF! 0 3/8" MAX. 0 ^ W ca@ i SHIM SPACE �� T,z V1111 EXTERIOR INTERIOR ANCHOR DETAIL 5 THROUGH FRAME (HEAD) REMARKS BY DATE 6TH FBC FDRION iM 10/37 ANCHORSCHEDULE METHOD BUBBTMTE ANCHON SCHIEOfnc MINEMBEDMENIT MIN. EDGE DISTANCE WOOD: MIN. SO.0.55 NI0W00DSCREW 1.5' 0.75• METAL180AUGE 3THREADSMIN GFIFRAME Wool, MIN, Fy• MKSI 014 TEK SCREW PENETRATION BEYOND 0.75' 6TRAPANCHOR METAL CONCRETE: r OOOI lir ITIVTAPCON 1.75• 2S' ONR :CM per 1l4'RWTAPCON 1.75• 2S• A6TM Cf10 N006MIN.60•U.65 MW DSCREW IV am NMLFW NeBEY0N0 mixp;A,WXB Mlx h•59N51 MTIX REW FENEIMT 0.TT MAAL NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAYBE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER L 11/4' MIN. EMBEDMENT + t 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/2" MIN. EDGE DISTANCE 2' MIN. EDGE DISTANCE 1 CONCRETE/ MASONRY BYOTHERS BUCK INSTALLATION DETAIL OPY E$ F. 0 yAi�i Z Po AL E�G%P��< pxft7 vx— rwMX vt X. arre evnio Mom[ Fc a [ uaX aAa aw. y ve FL p: FL14998 DATE: 09.28.17 SCALE: DWG.R: N BILL OF MATERIALS m PMTNumm D6 mm MNTEAUL 1 P5851 FMMEWMN PVC T IGm FLRGIMF = m 5 RWLi SRSH m 4 mi BWLLGULttMMRK M 5 6E00 3 L=MEETNG3 P/C 6 95M MUK / MINuM 7 68]] SILL R WC 10 6W6 FLFDINRRILOIREEN7WE zw SIFFI ST 6U5 X IMERL REINFCR MLM 5'IFFI. 13 6016 ""Iwmamm STF£L 13 - Q NGSPIm1010ELIMErtQPF N INUM m 6817 G Nosm we 16 PXE&61 YSN[ mm&pm.L mu 37 6IDRGCOm D 9uL v BW0.5[AEEN v LV NER57RIPNLE NLTWMI - EE - R!L7A/, 3LT - 23 E5093 FRM1E we OFRAME W/FIN 4 EQUAL GLASS ADAPTOR 1.630" 1.956" 1.9S6°Lo -1 OFIXED INTERLOCK O SASH 1.630" 1.398" 1.825" 0.079" 0.079" 1.630° 1.825" OSASH LOCK MEETING STILE O STILLTRACK 0.079�° 1.815" OSILL COVER 10 FIXED INTERLOCK REIN. 1.962" 0 .070° 0.123° 0.f 289 0.-18" 1.625" 1.492" 1.213" 12 SASH REINFORCEMENT 14 GLAZING BEAD 1.1711 0.063" 0.980" 1.100' 0.334" 0.817° OA06 1.802° 11 SASH INTERLOCK REIN. 1.254' 1.110" 0.308' 45 MAIN FRAME Liff�:4 � SIIve Lrl e IXEELLVEPIWE0.9M HaMx OPUFavngroaesa] M. f3M]i ZJ � lip p � F m 0 o � a n .. MLPYM LGOIRq ISV .: Rµ1➢. ;SlYli� �m FL 0: FL14998 DATE: 09.28.17 ow6CL aKHFN SCALE, NTS Dw6.a: SWD040 SHEET: 6