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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Onlin-, - Page I of 2 Hot@ Product Approval a dbpr USER: Public User Product Aporovel Men > Product or Application Search > AnoTication Lis . Application Detail FL # FL16736-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 <pine@cws.cc Authorized Signature Kevin Pine kpine@ms.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc an R " w KIS Home I Ug In ! Usar RegistratJon �; Hot Toples I Submit SurcharIe I SUM & Faces I Publlcptl.n� I F8C SUff I 30S See Map I Unles I Stairctl SCANNED BY St. Lucie County Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FIL 34474 Jlathrop@cws.cc "" A` ^ P `7 x L "i %j y (352) 368-6922 E t 291 Category Windows Subcategory Horizontal Slider 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Englneer FZ Evaluation Report - Hardcopy Received Lucas A. Turner PE-S8201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE R Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA/101/l.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA[TAS 201/202/203 1994 http://Www.floridabuilding.org/Prlpr�_app__dtl.aspx?param=wGEVXQwtDqu8obl`/�2fIZm6T... 9/5/2017 Florida Building Code Onlin,� Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method I Option D 04/15/2015 04/21/2015 04/25/2015 06/22/2015 Fl. At Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or Ox. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R1 11 CWS-871B (HS-8200, 74x63, IMP).ndf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other; Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 Fit AE DuPont PVB NOA 13-QI22 27.nd FI-16736 III AE FvalRer) CWS-8716 (HS-8200, 74x63, I.G. must be safety glazed when used above 30 ft. In HVHZ. IMP).pd Glass complies to ASTM E1300-04. FL16736 R1 AE Quanex (Mikron) NOA 12-1017 ()Zodf Created by Independent Third Party: Yes IV36.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R1 11 CWS-869B (HS-8200 ItIx63. IMP),Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite LLIE736 RI AE--Dujj(mnLPVELlNlOA13-D-1 _Z7 df FL16736 R1 AE DuPont SGP NOA 11-0624 02,od In I.G. must be safety glazed when used above 30 ft. in FL16736 Fill AE EvalRep CWS-a69B (HS-8200, 11IX63, HVHZ. Glass complies to ASTM E1300-04. IMP),pdf FL16736 RI AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes Foal F.--tl Contact Us :: 2601 Bla r Stom Road. Tallahassee FIL 32399 Phone: 850�487-iI;24 The State of Florida Is an ANsio emplow� Copyricht 2007-2013 State of Florlib. :: privacy Statemen :: Acogisibilliv SpItemen :; Refund Statemen Under Florida law, ennall addresses am public momd1s. If you do not want your e�mall address released in respones to a public-recourds request, do not send electronic mail to this entity. Instead, contact Me office by phone or by traditional mail. If you have any quiestions, please contact 850.487.1395. -pursuant to section 455.275(l), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide 00 Department with an email address if they haw one. The emails provided may be used for official communication with Me licensee. However email addresses are public recami. If you do not wish to supply a personal address, please provide one Department with an email address which can be made available W the public. To determine If you am a licensee under Cho later 455, F.S,, please thick: bjej;,. Preduct Approval Accepts: ffffl 0 P1 E� M CrEdit Card Safe 'N NAA http://Www.floridabuilding.org/prIpLapp_dtl.aspx?param--wGEVXQwtDqu8obl�/�2fIZm6T... 9/5/2017 HORIZONTAL SLIDER - LARGE MISSILE IMPACT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... I SECTION VIEWS & GLAZING DETAILS .... 2 EXTRUSIONS & B.O.M ............................... 3 ANCHOR SCHEDULE & NOTES ................ 4 INSTALLATION DETAILS ........................... 5 GENERAL NOTES- (c8agam 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT SYSTEMSR EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA. FLORIDA 3,t474 1EE'" IN ASTM E 1996 PER THE FRO. WWW.CWS.CC m Fl 2. GLA7JNG OPTIONS: (SEE SHEET 2) 8200 PVC 3. CONFIGURATIONS:'Or,'XG*. HORZ. SLIDER sznmgm 63-- 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND IMPACT m GLASS TABLES ASTM E-1300-04. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES _ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE 14AS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD < w ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LCCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIORTO EXPOSURETO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING FAIL AND HEADISILL. 8. SERIES / MODEL DESIGNATION HS�11200. TI loo < 0 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 . FIXED SASH 000REW 1, 10. SECTION CALLOUTS APPLY TO ALL ELEVATIO NS IN A SIMILAR P, N LOCATION. No 56201 11. EXTERNAL WEEP SLOT= 1/4'. 1'LOCATE04'FROM BOTH ENDS. Z'P'. STATE OF MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 74" x 63" +/- 60 PSF I LARGE MISSILE IMPACT] Lucas A. Vq /ONWE,,"� Tumer 2015-04-11 15:1 M4.00 4/1112015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 GENERALNOTESAND ELEVATIONS ADE 10/10113 VGI REV., CWS-871 B ALE: SHEET 1:15 1 OF5 I SECTION A -A 71 7, W�'-! ZVI SECTION C-C ALTERNATE FIN FRAME SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS 1:2G (TYP-) FEEP LOCK ffYP.) LY ENGAGED PRIOR HURRICANE FORCE WINDS. DATED AT THIRD POINTS A 27) GLASSTYPEA 11 7/8' OVERALL 118- ANNEALED .,TEMPERED 7/16- AIRSPACE 118- ANNEALED &M DUPONT PVB INTERI-XVER 1/8' ANNEALED PURRECTGLAZE'H' SIKAFLEK SS2 I� GLASS BITE 08690m WINDOW SYSTEMS 1900 SW "TH AVE. OCALA, FLORIDA 34474 WWW.CwS.Cc 8200 PVC HORZ. SLIDER IMPACT � i , i ail W. 58201 STATE OF 4/11/2015 LUCASA.TURNER, P.E. FIL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 iEET DESCRIPTIOM SECTIONVIEWSAND GLAZING DETAIL 1AWN BY DATE' AIDE 10/10/13 VG.; REV� CWS-871 B �E SHEET 1:2 20FS Alum 3 1 H-1836 IMeet. Rail, Fxd. Keymark Alum H-6052 Seen Tcp(Bot. Rail Mlkron PVC 5 H-604til Main Fr.. SH, w/ Fin., PVC Mlknon PVC 6 H-6050 Sash Meet. Rail, PVC Mlknon PVC 7 H-6051 Sash Side Rail, PVC Miknon PVC B r4 H-6049 Main Fr., SH, w/Fig., PVC Miknon PVC 9 P-3029 Screen Pull Tab Summit 10 P-3D33 Screen Spring, SS Hurley 11 P,3113 Screw Support, PVC Team Plastic Rubber 12 1 2 P-3218 Screenfamme -- _T11metal 7'- Fo[Foral 13 P-3228 Screen Spline. .155 Dia, Elk. Cape 18 1 P,3539 1#8 x 3/4' Square TEK 2 2mc Fastonal Steel 19 P4730 #8 x 1/2'Truss PH TEK 2 2mc Fastenal Steel 20 P-3752 Cap Plug. 112" Hole M&M Nylon 21 P�3783 or P-5250 Spring Lack, Impact, PVC Interlock 22 P4779 Roller. Tandern M&M Nylon 23 P4051 48 x 1 114 Ph FH TEK, Win. Fasteral Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P."79 Weep Cover w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss EMS Aim Steel 27 P4958 Rotary Look sullim Znc 28 P-4952 Keeper, Rotary Lock Sullivan Znc; 29 P-4959 Weill, 0,420 x .187 back FinSeal, Gr. Uiaafab 30 P-4633 Bamel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Renrl. S.B.RJS.S.R, Keymark Alum 34 S-1776 RollerTrack Keynnark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Uft Mikron PVC 38 S-6013 Sam. Adapt., w/ Nib, PVC Miknon PVC 39 S-6014 AdapL.PVC Minnon PVC 1 S-1014 ead PVC I. VC 2 EaSS T M-- 42 1HASHEE 2 1 CARDINAL 1 GLSS IPudent Gin. 'H". SikaFlex 552 1 Henkel I Sika 1 :2 1 43 1 S111N.n. 1 1 8 PVC FRAME FIANGE�049 3 I/F 1/2* t3111 S. I/w C 3 11 // 39116- 21/8- niz FIXED FAIL - 1836 PVC FRAME FIN-6048 116-1 3ri the t rR PVCSASHMTG.PAIL�D5D PVC SASH SIDE RAL-6051 PVC SASH TOPATM RAIIU�6052 PVC FIXED RAIL COVER -6063 5/8, rO 3/16" 0 6 /1 5�! SAI311 MTG. RAIL-1497 6' 16 7 �8 3 W16' 1 3(4- r �?111, --I - PLAN VIEW-1999 HEAD IMPACT HOCK - 1999 T S.B.RJS.S.R. - 1498 0 w1w 0. aaaa=aal di 1 41 6' 7&11 PVCGLAZEBE/u)�606,1 W1 L=;d-1116. PLAIN VIEW-2000 PANEL IMPACT CATCH .2000 V-7 1 112- --1116' PVC SCREEN CATCH - 6013 SCREW SUPPORT�l 13 118- -ir+" is PVC SCREEN SUPPORT - 60 ILINE ITEMS NOT US NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 CORNER CONSTRUCTION C St M.0 1900 SW 44TH AVE OCALA. FLORIDA �"74 WWW.Gws.CC CORNERWELD (ALLSIDES) 8200 PVC HORZ. SLIDER IMPACT �2 Z! FIXED MEETING FAIL, ou < 0 SCREWED TOGETHER WITH — — — — — OLITERFRAME 14- 0 a SASH BEINF. - 1699 < 0 7116--j:j;�1 �114 z 4 .......... 1/16. v NMI ROLLER TRACK - 1776 No 58201 T13-1 z ............... .............. GIAZEBEAD-1112 4/11/2015 LUCAS A. TURNER, P.E. lilt, FIL PE # 50201 PVC ANTI -LIFT - 6005 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ACE 10110/13 A5.: R V CWS-871 B .Ll: SHEET 1:2 3 OF 5 12 11X M 6- MAX. 61 MAX. IT MA) (TYI ANCHOR LAYOUT - (FLANGE) 4- MAX. 4' MAX. w MAX (TYP-) ANCHOR LAYOUT - (FIN) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THES E DRAWINGS, SEE TABLE 1, SHEET S. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATEF31ALS IN CONTACTWITH PRESSURETREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS S14ALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEETS. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CIVUl REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3- FOR MASONRY, V FOR WOOD AND METAL 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECTOR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL Or DONE 13Y OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100(FIN WINDOWS), FMAAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(SOX WINDOWS). FMAIAAMA/WDMA 300(EXTERIOR DOORS) 1900 SW "TH AVE. OCALA, FLORIDA 3"74 WWW.CWS.Cc 8200 PVC HORZ. SLIDER IMPACT N. 58201 STATE OF LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 10110/13 101. REV4 CWS-871 B 7F—'— SHEET 1:20 4 OF 5 ANCHORAGE SUBSTRATE BY SEE TABLE 1 I SEALANT BEHIN —71n] L lie MAX- SHIM FLAN GE BY INSIPALLEI� IF SEAILAWBEHIND FLANGE BY INSTALLER PERIMETER SEALANT- BYINSTALLER IW MAX SHIM MEN. EDGE DIST. SEE TABLE I VE,'RTX`ALSEoT'0Nl , I L'F IA LL ANCHORAGE (M llpR' "'ALBITEITE IALIA HIRMIS TABLE 1: APPROVED INSTALLATION FASTENERS I FRAMETYPE SUBSTRATETYPE ANCHOR TYPE MEN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3116" ITW TAPOON 1-1/2' 1.10 FLANGE HOLLOW OR GROU'r-FILLED CMU (117 PCF MIN.) 3/16' FrW TAPCON 11 2* FLANGE CONCRETE (2.85 KSI MIN.) 3116' ELOO ULTRACON 1' 1. FLANGE GROUT -FILLED CMU (ASTNI G-901 3116' ELOO ULTRArON 1-1/4' 2-1/2' FLANGE Z< MIN. SOUTHERN PINE (G-0.55) a/16' rW TAPCON OR ELCO ULTRACON 7/11" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-TIE, 7/8' FLANGE 16 GAUGE (0.06(Y-) MEN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT] KWIK.FLEXOR FW TEKS SELF -DRILLING SCREW FULLTHREAD IIARU O.C60' 7116' FLANGE 118- ALUM. (6063-TS MEN.) OR 118- STEEL (33 KSI MIN.) "0 RADE5SELF-TAPPING/ JORILGLING SCREW FULLTHREAD THPUO.125- 7/1R. IFIN IM MIN. SOLE IMERN PINE (6=0.55) 1#8 WOOD SCREW 1-112. 112" MIN. EDGE DIST. SUBSTRATE SEE TABLE I BY OTHERS 114- MAX. SHIM-17 r SEE TABLE 1 HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SIUL SIMILAR FOR FIN INSTALLATION KORIKSALSEOT'ON j "X INS T FRAME TALLA ION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: -MIN. 114'FfLLETCFCCNSTRUCTION-GRADEADHESiVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS l_— I ROO SW "TH AVE OCALA, FLORIDA 3"74 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT No 5=01 STATE OF ,7:7- 4111/2015 LUCAS A. TURNER, P.E. FL PE # 5820 1 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: INSTALLATION DETAILS RAWNBY DATE: AIDE 10/10/13 wo —, REV, CWS-871 B SHEET 1:2 5 OF 5 Florida Building Code Onlir.- Page I of 2 I IROIIC� qgpr ANNED BY St. Lucie County EMS Home Ux In I User ReglstraUon Hot Topics I SubmIt SurchaMe I Stints & Facts Publications FBC Staff EMS Site Map UnIrs S.mh Product Approval USER: Public User Pronvot Approval Menu > Produot or Application search > Application Lis > Application Derail Fl- # FL13884-RS Application Type Revision Code Version 2014 Application Status Approved vm Comments L) Fly FILE: C&A"'0`4 Archived Product Manufacturer Schlage Lock Company, LLC Address/Phone/Emall 11819 N. Pennsylvania Street Carmel, IN 46032 (317) 715-4073 james.donian@allegion.com Authorized Signature Jim Donlan james.donlan@allegion.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 El Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/0612018 Validated By Eric C. VanHorn, P.E. VA Validation Checklist - Hadcopy Received Certificate of Independence FL13884 RS COI Pr Certificate of Independence.vd Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 http://www.floridabuilding.orglprlpr�_appjtl.aspx?param--wGEVXQwtDqv%2bFd42duxg... 9/15/2017 Florida Building Code Onlir�; Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ummary of Products Method 1 Option D 06/26/2015 07/03/201S 07/13/2015 08/19/2015 IFIL # Model, Number or Name Description 13884.1 SZ Series Steel Commercial Flush Ingersoll Rand SZ-Serles Commercial Hollow Metal Door (18 Door, 18 gage min. gage min.) and F16 frame (16 gage min.) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13884 IRS 11 IR Dwo 2037W-I sioned.od Approved for use outside HVHZ; Yes Verified By: Gordon Thomas, P.E. Fl- #46718 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +70/-70 Evaluation Reports Other: Design Pressure Rating: MA Locks +70/-70 PSF for FL13884 R5 AE CTLA 2037W Inuersol Rand 3070 Sin"I Door B Series TAS Electronic with Drawings.0 Outswing; +70/-70 PSF for Inswing Doom. T & B Locks +70/-60 Outswing; +60/-70 Inswing Door. Not approved for HIM884 R5 AE� ULA 2Q37W-1 Ingersol Rand 3070 $ingig Door MA Mortise TAS Electronic with Drawings (2).odf water Inflltration resistance. FL13884 R5 AE CTLA 2037W-2 Inoersol Rand 3070 Single Door T Series Corrected with Drawings (2).pd FL13884 R5 AE ER S2011-001RI sioned,PDF FL13884 R5 AE FL13884JR2010-00IR2 signed Ancho Calca-Ind FL13884 R5 AC IR Evaluation Own 2037W-B signe pj _IL ff Created by Independent Third Party: Yes F-7- F-71 Conrad Us ;: 2601 Blair Stone Road, Tallahassee FIL 32399 Phone: 850487-1824 7lbe State of Florida Is a WIMO employ., Copyriont 2007-2013 State of ElodO— :: privacy Statemen :: Appossibilln, Statemen :: Refund Statemen Under Floulda law, email addresses am public mourds. If you do not want your e-mel address releised in response to a publu-necands, request, do not send electronic mall to this entry. Instead, cantact Me office by phone or by Vadiffional mall. If you have any questions, plea" contact 850.487.1395. *Pursuart to section 455.275(l), Florida Stal effective Cctober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an eonall addms� If May have one. The emails provided may be used far official coffir-unication with Me licensed. However email addresses am public record. If you do not wish 0 supply a personal address, plea" provide Me Department with an email address which can W made available to the public. To determine if you am a Icensee order Chapter 455, F.S., ple.,le dic), h,,. Product Approval Accepts: rMWWW13 Mort7_091,111i RICS' 7 http://www.floridabuilding.org/pr/Pi�__app_dtl.aspx?param=wGEVXQwtDqv�/�2bFd42duxg... 9/15/2017 84" 40' MAX. 36" MAX. a MORTISE LOCK CYLINDRICAL jeoREE)) FALCON: MA SERIEE3 LOCK FALCONzT OR 8 BERM$ BEND TABS ATO SECURE ASSEMBLY 2! 1 !;;Alo fit?, x WELDED q WELDED rAD NUT(>IED AND BUTTED READ SITS 13N TOP rTWEEN JAMES OF NOTCHED JAMBS 'SUA' SET-UP AND AFtC-VELDED ASSEMBLY 'MU, 'RLLTI-USE' SERIES ASSEMBLY T� 1. DESVG4 PREMIZE RAMNG T� HOWE FAMILY LOCKING HOWE DESIGN PRESSURE INSWING OUTS%MNG +701-70PSF +701-70PSF CYLINDRICAL (EIDRCD� =K F&COWTORBSERIES +601-70 PSF +701-60 PSF LARGE &$� MISSILE IMPACTRESISTANT PERTAS "11203 "NWWPAOMMNWAnRWRLMTION�OMMEM�M�E TAIKF I AV�LE FRAME CONROURAPONS FRAME SERIES �8 A—M ()PENTNG SIZE A W HEIGH ms/IiRs 6/.05W F 5.75' G&V 12/.099' MN. TTxNM STEMM 16/.OW* '/'W. MV 5,75' 3LO, 7'W m1HRS 16/.053- MIN, GAILY 14/.07' rRUSS R E V -DESCRIPTION APPROVAL DVG APPROVAL DV4 bill HEAD 1,4; WX W5' mn. m VARY FRAME AND WEATHEPSTRTPPING DETAIL VARY 4ALL DIMEASWNS TYPICAL E EXCEPT WHEN SPECIFIED) NOTES: HINGE JAMB STRIKE JAMB 1. ALL DIMENSIONS SHOWN MAX. AND TYP. FOR ALL DOOR/FRAME MODELS 2. AN04OR REOUIIREMENTS� SEE SHEET 2 FOR APPROVED ANC14ORS AND INSTALLATION. 3. HINGE REQUIREMENTS: 4.5- STO WT. MIN, (MM. 3 HINGES) BUTTS OR CONTINUOUS HINGE LOCATIONS: 9.75" FROM RAGBET IN HEAD TO CL OF TOP HINGE 10.38" FROM FLOOR TO CL OF BOTTOM HINGE, EQUALLY SPACED IN BETWEEN. APPROVED CONTINUOUS HINGE MODELS: MARKAR FM-300. HG-305, STANLEY BEING, MCKINNEY MCK-12IHO, HAGER 780-224HD, 790-BOO.' SELECT SLIIHD. PEMKO FM-SEMES. 4. HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. 5 4' FACE HEAD IS AVAILABLE. 6: APPLY CAULK AS NEEDED. 7 USE ONE ROW OF PS074 WEATHERSDUPPING PER JAMB AND HEAD. INSTALL PER SHT.I 8 FRAME CONSTRUCTION B.I. MINIMUM JAMB DEPTH � 5 3/4, STOP HEIGHT - 5/8, B.Z FRAMES AVAILABLE AS FLUSH (F-SERIES) AND MULT-USE (MU -SERIES) (SEE TABLF 2) ffm INGERSOLL-RAND COMPANY wee STEELCRAFT MFG, 0 9011 R.,A�w ft C�V � 4%Q,Iit WIND AND MISSILE IMPACT RESISTANCE SZ SERIES 1-3/4' 3'0'7*0' SINGLE D1313RS F/MU SERIES FRAME IR HARDWARE Dgrff. mv 2037W-1 SHEET I OF 2 c NTS I AUTOCAD I I., IT e VK �y mow �ro m�=Z Wo ANCHOR huLl)_N OR L=i'l W (LOOK ENE OR IKLD N) 02W (2) SEA C` BASC " —i�s . ... 3 3 OEWT� wr x 9"N. Rl"Zma .1i 0 0 D"A" jA:),a 00 X 1-3/4- Put WEL.Smo SIX WIES I z Q* J.T� 'WALLS SDEKm &Z loum�mtleff & FEI llolffiftf� A�mswry �1,1 1�j 'Im. Y0.0-0i lWr M W�T mmD (SLUM (,U,x Fill TV; FEW QITAII 'A 012 x I-Ijr � FDR OURMING WIERIOR FCR NSWNC DO011s SELL, ENSTALLAIION (MCAL) rn BASE CHOR (INELDM OR AUMSTABLE) DESCRIPT113N DATE APPROVED APPROVAL BRAVING I APPROVAL DRAWNC 'm 03/18/11 1 NOTES 017WOMANDSTEE.-SULPI)WALLS wMtt) Sw S� WST BE DESIGNED TO CARRYSUMCEW "14 �� mm Lo� MAIEDIWNEMPER Z LINIVERSAI. ANCHOR CAN BE USED FORINOOD AND STEEL 4. FRANSIANCHORINSTALLATION SHALLOONFOREA TO THE STFELCRAFT INSTALLATION MRUCTIONIS, WE 10 RECOMWENDWIWA�77ON94STRECMNSFORSn�EL FRAJEASS. AND ANSLCNIIXIIS� INST�TICWGLEEDEFOR DOORSAAvNARowmrE 5, UOT LOCATIONS MAY VARY WTH D� DOOR VMTK S. DOOR SMEP RIGID SECTION IS R44DE OF PRO�FAX NPDASS POLYPROPYLENE HOMOPOLYNER 7. DOOR SWEEP FLEMBLE SECTION IS NIADE OF SWMPRENE 9101-A 73 DUROMETER - SHORE A S� INGERSOLL-RAND COMPANY STEELCRAFT MFG. Mly �Ash ft �V � 432Q MOUNTING CONDITIONS LOCKS I iwv I SHEET 2 OF 2 c I M2