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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 4 Jim Florida Depaltmentd BCIS Home Log In ; User Registration Hot Topics j Submit Surcharge i Stats&Facts Publications i FBC Staff ;BCIS Site Map p Links Search Busines Professi I *USER:Product Approval Public User Regulation Product ADDroval Menu>Product or Application Search>Application List>Application Detail a FL# FL1435-R15 FILE Cu"' PY Application Type Revision Code Version 2010 NJ��n M Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived [j Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE E. Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD... 6/4/2015 Florida Building Code Online Page 2 of 4 Certified By Florida Licensed Professional Engineer or Architect FL1435 R15 Equiv Cert of Equiv AAMA101-2011 To 2008.13df FL1435 R15 Equiv Cert of Equiv ASTM E1996-12 to E1996- 09.pdf Product Approval Method Method 1 Option A Date Submitted 01/08/2015 Date Validated 01/26/2015 Date Pending FBC Approval Date Approved 01/27/2015 Summary of Products FL# IlModel,Number or Name Description 1435.1 SH-200(Prev.4000) Aluminum Single Hung Window(Std. Meeting Rail, inc. Pass-Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R15 C CAC Certification SH2O0.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/28/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R15 II SH-200 STD.odf design pressure,size and anchorage information.The Verified By: A. Lynn Miller, PE 58705 Pass-Thru version was not tested for water lnflitratlon. Created by Independent Third Party: No Evaluation Reports FL143 AE Pod Eva[SH-200. df Bated endent Thi urriInumlSingle ung:'Window_(with�- eting'Raii LlMrs of Use Certification Agen ate' Approved for use in HVHZ: No FL1435 R15 C CAC Certification 200HD.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/08/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R15 II SH-200 HD.pdf design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Prod Eval SH-200 HD.pdf t IVy Window Limits of Use J y Certification Agency Certificate Approved for use In HVHZ: No FL1435 R15 C CAC SH-400 Certifications.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/21/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R15 II SH-400.pdf design pressure,size and anchorage Information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports F Created by Independent Third Party: No 1435.4 SH -500 JjWinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R15 C CAC SH-500 Certification R14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R15 II SH-500.pdf design pressure,size and anchorage information. Verified By:A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Eng Eval SH-500.pdf Created by Independent Third Party: No 1435.5 JISH-800 11WInGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKe120D... 6/4/2015 Florida Building Code Online Page 3 of 4 Approved for use in HVHZ: No FL1435 R15 C CAC 190-427.00AR.pdf Approved for use outside HVHZ:Yes FL1435 R15 C CAC 190-428.00AR.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 09/07/2015 Other: Please see the Installation Instructions for Installation Instructions design pressure,size and anchorage information. FL1435 R15 II SH-800.1)df Verifled By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Prod Eval SH-800.odf Created by Independent Third Party: No 1435.6 SH-2100 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R15 C CAC Certification SH-2100.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R15 II SH-2100.pdf design pressure,size and anchorage information. Verifled By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Prod Eva[-SH 2100.odf Created by Independent Third Party: No 1435.7 SH-2200 lVinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R15 C CAC SH-2200 Certifications.Pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/21/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R15 II SH-2200 NEW.pdf design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Eng Eval SH-2200 NEW.pdf Created by Independent Third Party: No 1435.8 SH-5400 jEnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R15 C CAC SH-5400 Certification.odF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R15 II SH-5400.pdf design pressure,size and anchorage information. Verifled By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Prod Eva]SH-5400.Ddf Created by Independent Third Party: No 1435.9 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R15 C CAC SH-5500 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R15 II SH-5500.)d design pressure,size and anchorage information. Verifled By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE SH-5500 Prod Eval.odf Created by Independent Third Party: No Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO 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 e-mail 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 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. 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Product Approval Accepts: https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD... 6/4/2015 Florida Building Code Online Page 4 of 4 a:=A ® eClrck m SCCUrk ac�-rx�c- https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel20D... 6/4/2015 GENERAL NOTES: ' 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH ANCHOR LOCATIONS&SPACING THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS 20"MAX.O.C. 4-1/8"MAX ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO " SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE / 6"MAX 4 1/8" SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. L MAX 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF ADD 1 ANCHOR 52-1/8" 52-1/8" INSTALLATION SHALL BE DONE BY OTHERS. AT MID-SPAN MAX.BUCK MAX.BUCK FOR WW>32" 6"MAX 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI M CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. 1 �•+—4-1/8"MAX AX GLAZING COMPLIES WITH ASTM El 300-04. 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 10"MAX 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES,ALWAYS ROUND 11-1/2" / 4-1/8" UP TO THE NEXT LARGER VALUE. MAX MAX T / TABLE 1:FIN&FLANGE WINDOWS i T 78. BuckSlze Design Pressure Certification Test Reports 112 MAX. Width I Height + sf - sf Numbers MAX BUCK 52-1/8"1 78" 1 60 1 tis 1 190.777 1 FTL-6410,6411 TABLE 2:FLANGE WINDOWS 78" �iLJ? 13-5/8" Min.Edge Min. A� Anchor Type Substrate Dist. Embedment Mme' MAX Wood(Southem Pine) 7/ts" 1.318" BUCK / #10 Steel SMS Steel Stud Gr 33 3/8" .045(18 GA) { Aluminum-6063-T5 3/8' 1/6" 6"MAX Steel,A36 3/8" 1/8" 3/16'Masonry Concrete 1" I-No" —4-1/8'MAX Anchor Hollow CMU 2-1/7' 1-1/4" FLANGE&EQUAL LEG FRAME FIN FRAME NOTE FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL TABLE 3:FIN WINDOWS 1111 11 Anchor Type Substrate Minn.Edge M(n. `�� Ny L.I 41/ iii ower• mm: N.mme RIIWfdR}pYr�ypaWAmYMgB) 6 Dist. Embedment �`� �`�•'•,CENS `�F �% J.ROSOWSKI 08/01/13 RIGID VINYL Aro� CFVr :] 1-1/2"x.135" F '•.'P R.ncey. D.ne AYWbrc AMTPROPRh7An1:M7POrlrreNOF71/9 r: RoofingNail Wood(Southern Pine) 318" 1-7/16' mxaBvnuresr.®aer�nowxtae ` 2-1/2"x.131" *' No.58705 Common Nell Wood out em Pine) 3/8" 2-7/16" 012 Penhead Wood(Southem Pine) 9116' 1-018" -1070 TECHNOLOGY DRIVE ' SMS .AO STA E OF 41j..:' NOKOMIS,FL 34275 Ts'e #10Trusshead Wood(South.Pin.) 7116' 1316" % FLORIOP.•' �= FL CERT.OFAUTH.:282se SINGLE HUNG INSTALLATION Screw ����J'S'•.'..... G A.Lynn Miller,P.E. s"'"�"'"°� sae sn".e &.*Unca P.E.056705 SH 400 NTS 1 of 4 1032511JR INSTALLATION WITH FLANGE FRAME EDGE (FIN REMOVED) ( DISTANCE F I/ zossTATE�' EDGE DISTANCE Q. r z / I/ qIlbSTRATE] EMBEDMENT EXTERIOR EMBEDMENT 1XWOOD SHIM SHIM H lid EXTERIOR EXTERIOR UBS SHIM 3-114' FLANGE FRAME, JAMB INSTALLATION FLANGE FRAME, FLANGE FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) (USING 1X BUCKSTRIP) EXTERIOR EXTERIOR EXTERIOR NO NO ILII ANCHORS Q ANCHORS -JLI i Q REQUIRED REQUIRED BSTEIX SHIM WOOD FT7 FLANGE FRAME, SHIM JAMB INSTALLATION SHIM (USING IX BUCKSTRIP) 1X WOOD ..58705 S -4-Z su - dfs FLANGE FRAME, SILL INSTALLATION B (DIRECTLY TO SUBSTRATE) FLANGE FRAME, SILL IN KI 081011131 RIGID VINYL Kama MEMLIMEAWFewo"ur J.ROSOWS ICESTROM (USING 1X BUCKSTRIP) AhVFJaXRWAP002VSDARr.N0P0R"CFTW AWrFMWMffII6W=MFAVM INSTALLATION NOTES* 1070TECHNOLOGY DRIVE 1)SEE SHEET I FOR SPACING REQUIREMENTS. NOKOMIS,FL 34275 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. Fl.CERT OF AUTH.:29290 SINGLE HUNG INSTALLATION l 3)MAX.SHIM THICKNESS TO BE 114'. X L 6- Lynn Miller,P.E. V. 0-$g sam — I 4)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. SH-400 NTS 2 of 4 1032511JR P.E.1511705 INSTALLATION WITH EQUAL LEG FRAME (FIN AND FLANGE REMOVED) EDGE _ DISTANCE BST TE VS E EMBEDMENT EXTERIOR EMBEDMENT 1X WOOD SHIM MEN ❑ SHIM BS T SHIM EXTERIOR EXTERIOR EQUAL LEG FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) EQUAL LEG FRAME, HEAD INSTALLATION EQUAL LEG FRAME. (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION (USING 1X BUCKSTRIP) - .I 4 EXTERIOR EXTERIOR EXTERIOR NO NO ANCHORS � ANCHORS REQUIRED () REQUIRED {J BST TE 1X SHIM o WOOD p EQUAL LEG FRAME. JAMB INSTALLATION `� AO SHIM SHIM (USING 1X BUCKSTRIP) •��• KENS �F� 1X WOOD *' No.58705 S. Q, r SU TRA I ; EQUAL LEG FRAME, O� STATE F (v` SILL INSTALLATION S ST TE '•���RIDP.•''�\��` (DIRECTLY TO SUBSTRATE) EQUAL LEG FRAME. /ONAL SILL INSTALLATION orneraw wrcc ne�nft 01711474mmm® (USING 1X BUCKSTRIP) J.ROSOWSKI 08/01/13 RIGID VINYL �6nW°IC16NEgRiWY°Fpr nmesm®timm maxTION OFTM '1 o� v=P ffFIl:T,vWm0RF"fmmnev MYRWKMUffI VFRMxmuVM �xrmwnrnnvrnam>traamlmmev ; cFwrxustrzo3 INSTALLATION NOTES: i 1070 TECHNOLOGY DRIVE 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. NOKOMIS.FL 34275 we 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FLCERT.OFAUTH.:29296 SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BE 114'. 4)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. A.Lynn Miller,P.E. 0—buft P.E.#58705 SH00 NTS 3 f 4 1032511JRm 1 INSTALLATION WITHFIN FRAME EDGE SU DISTANCE EXTERIOR T SHIM OPTIONAL EDGE J ❑0 FLANGE DISTANCE � ' OPTIONAL 4 FLANGE EXTERIOR FIN FRAME. HEAD INSTALLATION ©a� �o SHIM FIN FRAME. JAMB INSTALLATION SUBSTRATE SHIM OPTIONAL �`�0�,.••• ••..��!( '�i� � '�.•'�\cENse'••F� FLANGE :' — No.58705 S T EXTERIOR _ ,k FIN FRAME, ��•, STATE F ,•�!G/� SILL INSTALLATION i�(L` ''•.,,,,,. C1� ' o—ar. Oft 'w"" 0°rcaa nW&EMWMi9rA J.ROSOWSKI 08101/13 RIGID VINYLOi"�°� ^'0F� wnea�- am: mmmAwcmumawomm 7amvra-xe'riLWND rnmvarrme o0n4e1rwrrrELG W WR9rmrmw ,wrFCW WMWPEE0M=mune INSTALLATION NOTES: ® O--W- 1070 TECHNOLOGY DRIVE 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. NOKOMIS,FL 34275 Tft 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FL CERT.OF AUTH.:29296 SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BE 114". A.Lynn Miller,P.E. °i4^rN' P.E.058705 SH-400 NTS 4 of 4 1032511JR Florida Building Code Online Page 1 of 3 sis p • b 1 a e A s m 4 Florida Departments BCIS Home I Log In i User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications 'FBC Staff ;BCIS Site Map I Links ,Search Busines Professi r2 to Product Approval R USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5891-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Ci Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,01-143517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email 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 "Cal Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Lyndon Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. P] Validation Checklist-Hardcopy Received Certificate of Independence FL5891 R3 COI Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year SSTD 12 1999 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquw6mPIZhpD/o2... 6/4/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 06/08/2012 Date Validated 06/21/2012 Date Pending FBC Approval 06/27/2012 Date Approved 08/07/2012 Date Revised 01/28/2015 Summary of Products FL# 11IModel,Number or Name Description I 5891.1a. "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 R3 II INST 5891.1.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 j Other:See INST 5891.1 for Design Pressure Ratings by FL5891 R3 AE EVAL 5891.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes i and installation instructions. 5891;2 b. "SmoothStar" 6'8 Im " pac -OiS.lque-Fiberglass-Single-Daor'(X)`Inswing;l or-outs6ing..Eonfiguration = Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R3 II INST 5891.2.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 5891.2 for Design Pressure Ratings by FL5891 R3 AE EVAL 5891.2.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. 5891.3 c. "ClassicCraft" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R3 II INST 5891.3.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 5891.3 for Design Pressure Ratings by FL5891 R3 AE EVAL 5891.3.1)df 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 R3 II 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 R3 AE EVAL 5891.4.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. 5891.5 77Ie. "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 R3 II INST 5891.5.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 5891.5 for Design Pressure Ratings by FL5891 R3 AE EVAL 5891.5.1)df specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. 5891.6 sicCraft" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing j or Outswing Configuration Limits of Use Installation Instructions Approved foruse in HVHZ: No FL5891 R3 II INST 5891.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt, P.E.43409 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquw6mPIZhp%2... 6/4/2015 m e � 37 59"MAX.OA, TH�ERMA�ITRU" z n m FRAME.WIDTH o�9z, TH ERMA TRU DOORS 1 16 INDUSTRIAL DR., EDGERT OH 43.51'7 ANELWp :Z�� c TEL. (41'9)298-,1744 0 o$m Eg � .v n•:a a�V` O V Z 0{ N XXX 68'F "SMOOTH STAR" E. 0 FIBERGLASS SINGLE DOOR INSWING/OUTS:WING "IMPACT' _ ui = ,rZ; i ad GENERAL NOTES om t. This,product.has been evaluated and is in coinpriance withihe 2010 Horida Building Code q W (FBC)structural requQements excluding the"High Velocity HunfconeZone".(HVHZ). a o� m ^ a d 4 2. Product anchors shall be as listed and spaced as shown on details;Anchor embedment to m base materialshall be beyond wag dressing or stucco. L 3. When used in'areasrequiring vAnd bome debris protection this product complies with R Section 1609.1.2 of the FBC and does not require-ah impact resistant covedng.This product meets miss5e level'D"and excludes Wind Zone.4 as definediln ASTME1996. U) 4 For 2x stud framing construction,anchoring of these units shall be the some as thatLn c o for 2x buck'masonry construction. N 5; Site conditions that deviate from the detail's of this drawing require further.engineering anatysis by a ricensed engineer-or registered architect. O U Z i N a TABLE OF CONTENTS a `.F $ SHEETi' DESCRIPTION µ 1 Typical elevations,design pressures&general notes Oen f)ESI�+iI�PRESSfjJtE'(PSi) o 0 $ 2, Doorpanel'detols SWING FRAME 'z a „ „s...x :; Ql ENSIOf +C?SITIY NSG VE- on7F. 423 08' i ' 3 Hor¢ontd crosssections 4 Vertical cross sectionssme N.T.S. ° S INSWING 37.59"x82.119" +6.7:0 -67,0 T Buck and frame anchoring-2XWck masonry cQrdrucfiory owc.Eh.1 AL m 6` Frame anchoring-1X buck mosonrycorutruction' x80.69-" CM:ar: LFS 3 a 7 BBI ofMateriols&Components OUTSWING, 37.59"' +67.0 -6Z.0 maww°'wo.: FL-5891.2 10 a° SKEET Y 'or. ®, R:\A-Projects\Project FoldemVroj 801-900\pt863\2010 Code\FL-5891\FL-589L1-.6.dwg,22 d (D m ® NN Z13 N� A co 1.54°–►{ �0.81" O V I A � N In N A 70 0 0 PC A ma N ZS I 1.54" OW P m T 22 70 � m 0 I2 N Z M ';a Q PRODUCT: Docum.nt. Prepared Sr. THERMA—TRUUI-I--CONSULTANTS.INC. FIBERGLASS DOOR r •o. 8a.230vatr ao FL 33s9s N (n D z N Phone Na.:873.838,9197 PART OR ASSEMBLY: Redd. Board cf Profasatonat CrIgtneere fA p[NO.. REVISED TO 2010 FBC JK c.,afieoe.or A orizalionNo.9813 N N °DDATE gy DOOR PANEL DETAILS 6, REVISIONS Lyndon F. Scnmid' 10.�3so9�� 0 2008 R.W.BUILDING CGNSULTANrG INC. ILIA-Projects\Project Folder\Proj 801-900\pf863\2010 Code\FL-5891\FL-5891.1-.6.dwg,32 A Z m Ll w� v � x O O° A ;� a V O n �qQ T N a O ca V O O D. Z M ;a M OIM O a s ® ® ® a s z D EK ►a W W 29 lO O O AZO x� W V 7A0 .O no t^ A n �A c 22 M Z w ns O O ° M 1 . m 2 o O 0 IN^ PC Od V C abT•O O •O N N m A o O Z m M a. v a <a `d �3 . z PRODUCT: Documents Prepared By: 11 g B THERMA—TRU ��pp BURRING CONSULTANTS,INC. FIBERGLASS DOOR RWP.O. Be.s3o . 33s9s IU+ 0c Z N Phone No.: 813.639.9197 0 y W PART OR ASSEMBLY: Flar7do Board o/P-fdd.lcnoi Enginrem �1 > to I 6 11 12 REVISED TO 2010 FBC JK cewncote of noH:auon o.9913 I� N y m NO DATE BY HORIZONTAL REVISIONS CROSS SECTION Lyndon .SchmWL P.E. No.13449 ®2008 R.W.Sul—INa DONeur.THNTe[Na. RW-Projects\Project Folders\Proj 801-900\pf863\2010 Code\f3-S891\FL-589L1-.6.dwg,4.2 m a Q CID z z � > � a a 0In' y .. m 0 tWiI i co V tt71A .• N A •_V a. . � a v ' • 7i r c 1-1/4°MIN. EMB.(TVP.) m m O oa A AA ro'v r O AN A •n A 0 ' • �� 0 �n �n �o o go . . a ry V m A 0 ZM OD V v v n m 1-1/4°MIN. EMB.(TYP.) PRODUCT: Documents Pmpomd By: THERMA—TRU BUILDING CONSULTANTS, INC. ���/P.O. BOR 230 Volrico F4 33595 p FlBERGLASS DOOR vv Phona No.:813.BS9.9197 A Cn o o to y w PART OR ASSEMBLY: Florida Board of Prof—ionol Enpfnders IV to m 1 6 11 12 REVISED 70 2010 FBG JK VERTICAL CertiDcota Or thad—t No.9813 NO DATE BY CROSS SECTIONS REVISIONS Lyndon F.SChm1dt. P.E. No. ♦7409 0 20138 R.W.BUILD-CCNGNLTANTB INC. J U D 8 O c L MASONRY TYP.HEAD& _ MASONRY E 3 OPENING JAMBS OPENING t= FRAME K ��, z o TYP.HEAD& o JAMBS z w I V 2X BUCK-\ 2X BUCK o o � mm a tl L V) o � o — BUCK ANCHORING STRIKEJAMB FRAME ANCHORING HINGE JAMB d Masonry 2X buck construction W. CONCRETE ANCHOR NOTES: 1.Substitution of equal concrete anchors from a different supprrer may have different edge distance and center distance requirements. _ ° 0 2.Concrete anchor locations at the comers maybe akfjusted to maintain the min.edge 9 w = g distance to mortar joints.If concrete anchor locations noted as MAX.ON CENTER"must be 28 K =a adjusted to maintain the min.edge distance to mortarjoinh,additional concrete anchors D m m may be required to ensure the MAX.ON CENTER"dimenslons are not exceeded. 0 3.Concrete anchor table: z ° :...........:..:::.........::,.....:..;:.... ....;.................. :...........................c:>:............;: :::::: ::.:;:..;::.-.•::::::::::,;:;• � 27 K m� 4 23 08 ° dNCHR ANC)G1R M1N MTN �tARA[VCTO MTN.CEEigRAfjCEiO,; ❑ .€SPIE€ri:;;:;;'ENI EdMENI; ;i;;;:M A.ON ..................................... sauE N.T.S. TY, . DM Of: At m nw 1/4" 1-1/4" 2'1/2" 3" *KLFS 3 oa�w NG we rro d ELCO 1/4" 1-1/4" 1" 4" HINGEDEWL IATCH&DEADBOLT DETAIL FL-5891.2 ro sHm 5 or 7 g K n'. n 0 z.'RRC yP� cc O Z 0 onf° Co � "n to v °z 1z Ih 8g'm`8°V4 0 ME 0 a a m o 0 PE L C MMASONRY OPENING 28 G o � G S U 2 FRAME �? LTYP.HEAD 8 �o ^� u}r'� JAMBS zz i gni vii Z� I 2 ,KC 00 rr EL 0 1 X BUCK �~ LATCH&DEADBOLTDEfAIL �(n � o � o 0 0 It �} M STRIKE JAMB FRAME ANCHORING HINGEJAMB c o to Masonry I X buck construction r o � CONCRETE ANCHOR NOTES: Li N1.Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 1? 9 z i v 2-Concrete anchor locations at the comers may be a�usted to maintain the min.edge H N Y o distance to mortar joints.If concrete anchor locations noted as"MAX.ON CENTER"must be i 10 adjusted to maintain the min.edge distance to mortarjoints,addtional concrete anchors C, o may be required to ensure the MAX.ON CENTER"dimensions are not exceeded. 1 O e e 3.Concrete anchor table: m z c g `C111.CfQRi: /4NG/L01Q:r::ri::;i::i:;iN11N:::'y;::;`:s;i�i�1N:CLF1R/Fft[ ::TO>.:'e:N1jMiGfFdRiq:(1CT :':i w 4123108 c v 0 Sl i...................................:.: s<::'.h.1A5Q1V...............E:>s:. ,. .::JACEMTRNCH�R:as: sous N.T.S.s - owc.en m e ITW 1/4" 1-1/4" 2.1/2" 3" Harrc BY.- LF5 HINGE DETAIL 3 ITW 3/16" 1.1/4" oruFLWING No.: p_ 1-1/4" 2-5/B" F1-5897.2 n 6 SKU—L or 7 N N e 62 m`- �4.56"- � Bm-0 V41 BILL OF MATERIALS z o 0 2F s ITEM DESCRIPTION MATERIAL 0 E A 1X BUCK SG>=0.55 WOOD I I °e i gg I2 B 2X BUCK SG>=0.55 WOOD E 'u`a mB g C MAX.1/4"SHIM SPACE WOOD a g D 1/4"X 2-3/4"PFH ELCO OR II W CONCRETE SCREW STEEL 19 20 HE D a SIDE t r E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE Jamb �°8 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3/16"X 3-1/4-PFH ITW CONCRETE SCREW STEEL H 1/4!'x 3-1/4"PFH ITW CONCRETE SCREW STEEL J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL K #8 X 2-1/2"PFH WOOD SCREW STEEL a '8 L #10 X 2"PFH WOOD SCREW STEEL $ 220' �� h 7 SHORT REACH COMPRESSION WEATHER-STRIP ERMA-TRU FOAM I � 1 T 8 LONG REACH COMPRESSION WEATHER-STRIP ERMA-TRU FOAM I ma 9 4"X4"HINGE.097'THK.(THERMA-TRUI STEEL 10 #10 X 3/4"PFIi WOOD SCREW HINGE TO FRAME STEEL r �m 17 KWIKSETSIGNATURE SERIES PASSAGE LOCK STEEL r 4.62 1-;I o m 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD HERMA-TRU .050"WALL AL ALUM./WOOD 0 19 HEADER JAMB 4.656"X 1.25'THERMA-TRU,PINE WOOD a a 20 SIDE JAMB 4.656"X125"THERMA-TRU,PINE WOOD �a LOW PROFILEOUISWINGLUMPFACE 21 KWIKSET SIGNATURE SERIES 780 DEADBOLT STEEL 'm 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD .45"WALL AL-.080"WALL VINYL ALUM.COMP. 40 FIBERGLASS DOOR PANEL-SMOOTH STAREE En SS DOOR SKIN.070"MIN.THK.FIBERGLASS BY 41 SMC o y ^ THERMA-TRU WITH YIELD STRENGTH d FY(MIN.)=6,000 PSI 5.75" a X 42 TOP RAIL COMPOSITE 43 LATCH STILE LVL WOOD ry 44 HINGESTILE WOOD L 45 BOTTOM RAIL COMPOSITE z g 46 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM r -�- g 47 LOCK BLOCK REINFORCEMENT WOOD S I a g �� o m g SEU%ADJUSANGSADDIFTHRESHOU) ..0 0 Z U 33 oA 4123108 = SCALE N.T.S. 1 g DWO.BY. AL m CHL er. LFS 3 y� DP"NO NO- m FL-5891.2 a 5/@Ef 7 OF 7 s a