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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 �lOn�e �fITI1El)t BCIS Home Log In �� user Registration Hot Topic Submit Surcharge Stats&Facts j Publications FBC Staff BCIS Site Map Links Search Businesss// Professibl al + USER PubliccUe�OVa' Regulation Product Approval Menu>Product or ADDiication Search>Aoolication List>Application Detail FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived CI Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE Eli Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RS COI EvalRep CWS-812B(SH-8100.IMP. NoSillAnch).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 0y8... 8/6/2015 Florida Building Code Online Page 2 of 2 Sections from the Code ' Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products xL# Model,Number or Name Description 617 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. LimItse Installation Instructions Approved for use in HVHZ:Yes FL16177 RI II CWS-812B(SH-8100.IMP,NOSIIIAnch).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required. FL16177 R1 AE DuPont PVB NOA 13-0129 27.odf Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 R1 AE EvalReo CWS-812B(SH-8100,IMP. Glass complies to ASTM E1300-04. NOSIIIAnch).Ddf FL16177 R1 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EC-0 employer.Coovriaht 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.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: PROEM WN aCrfdk M http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy8... 8/6/2015 GENERAL NOTES: ea ffm SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS 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 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8"MAX OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:°O/X". 517/8"MAX UNIT WIDTH SINGLE HUNG a71111 s"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,2 a INFILTRATION TEST PRESSURE AND GLASS TABLES " -- -- - ASTM E-1300-04. o 5 F c 0 � _ __ I 5.ANCHORAGE:THE 33 1/31%STRESS INCREASE HAS NOT BEEN USED 6MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR F- OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD I I w m m FLANGE ANCHOR CALCULATIONS. N HEIGHT O 0 a Z B I 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE LLS O B GLOSS NOT REQUIRED. c LU ¢ Z cc 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT Q O 613/4" I I USED AT FIXED MEETING RAIL AND JAMB. a. � ~a UNITHE GFIT B.SERIES/MODEL DESIGNATION SH-8100. < o U 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ o X=OPERABLE SASH,0=FIXED SASH I I m Q Z 30 3116" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR gp I GLASS LOCATION. ��%l pRliff"of!i HEIGHT X I DLO �0y P�...... TG'i,� g 11.EXTERNAL WEEP SLOT=1/4'x 1-1/4'LOCATED 4"FROM BOTH ENDS. '4'e V ;��OENS�•:A't% No 56201 �9 6 Lucas A. I13% STATE OF 2015-04-11 ''.Fs��°ft SO A P�N.`�� 6 15:15-04:00 � ... ��•,• 451/16' Z� GLASS DLO 48 3/8° 4/11/2015 MAX SASH WIDTH LUCAS A.TURNER,P.E- FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG#: REV.: SECTION VIEWS.................................3 RATING EXTRUSIONS&B.O.M........................4 CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CwS.CC 8100 PVC SINGLE HUNG IMPACT to N O co diH o � O Y 7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS w m m 1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED to O Z 7/16'AIRSPACE 7/16'AIRSPACE LL o O 5/16'LAMINATED GLASS 511 S'LAMINATED GLASS $ o Z j LU 1/6'ANNEALED1/8'ANNEALED a j p 0: .090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT w Q 118'ANNEALED 1/8'ANNEALED o w DURASEAL BY TRUSEALDURASEAL BY TRUSEAL °C 4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE'H'OR SIKAFLEX 552 m Q Z REW 14 112'GLASS BRE 14 112'GLASS BITE PsipTG�i,� . . No 58201 'fig 1 1 '904 STATE OF 1-40 7� FIXED LITE SASH LITE 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG 0: REV.: CWS-812 B SCALE: SHEET 1:1 20F6 WNDO INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 45 3 2 53 1 38 13 3 3 4 45 Q 8100 PVC D ® SINGLE HUNG IMPACT 0 45 o a t2 o � O 14 3 3 14 54 14 65 66 63 19 4 w m m SECTION B-B U) U N Z 5a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, N RIGHT SIDE SHOWS SASH SECTION VIEW. CC. UJI; N ZW W O a O d 14 39 a O U Lu B :D s D 1 3 INTERIOR —LLm ¢ z 8 46 %0%,t4V REW r f�,, 6 8 .44' No 58201 �roi rr� 53 �9 STATE OF10. 10 •,t F ,(0 Rrp P C?��'�• s6 i,�4S�ONAi 6 3 z� 3 [� 3 4/11/2015 18 6 LUCAS A.TURNER,P.E. 2 4 FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 D PH.941-380-1574 0 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#! NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 12 3 0 F 6 PARTS LIST FRAME CORNER /meq ITEM PART# DESCRIPTION VENDOR MATERIAL 31/6, CONSTRUCTION (/ rJ/](�f}//n ' 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl �vLRynvcxly 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 115+ts'--{ 23/16 WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,Lb. Mikron Vinyl O I 1900 SW 44TH AVE. 4 H 6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl p 2 OCALA,FLORIDA 34474 4 3 6 WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 4 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/1 s' t 518- 15/8" 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16'U 1/16 CORNER WELD 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl 0 (ALL SIDES) SINGLE HUNG 12 1 H-6004 ISash Side/Top/Bot.Rail Mikron Vinyl 13 1 S-1498 lReint.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT 14 1 S-6064 IGIz.Ed.,7/8" Mikron Vinyl 18 1 S-6013 IS2m.Adapt.,w/Nib,PVC,Horiz. Mikran Vinyl b N 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl ' di - 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl _ 1 1/2 2 °� F 23 H-1699 Reinforcement,SBR Keymark Alum 7/8•� 13/16 3 `ro 0 0 24 P-2190 Balance BSI 9116' 1 1 x 25 P-3059 Sash Cam,PVC BSI Plastic w < M 26 P-3046 Take Out Gip BSI SS } 1/16, 1 SIB' 2 1/8- 1/16• FIXED MEETING RAIL w m m 27 P-3783 Lock,Impact,PVC InterlockSCREWEDOU TOGETHER ER WITH v a Z 1b 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1/16" OUTERB AME N O_ REINF.,IMPACT HOOK-1112 m O 30 P-3215 Weep Cover w/Flap Gaer Plastic N o Z > 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultratab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W ¢ O DWC 37 1 P-4638 1#8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a- 0 ~a 38 1 P-3768 1#8 x 0.625 Ph PH SMS Hub City Steel 15/1 s' s/16' w Z m 39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• 1 1/8"1 11 1/8 y o pU CO 40 P 4264W #8 x 314 FH PH w/#6 Head,TEK,Wirt. Hub City Steel 0 5/1s 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8' 18 1 517 19 = ¢ o 45 P-3752 Cap Plug,1/2"Hole M&M Nylon � 1/16. D45" }� 1/16• °D ¢ z 47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1/16' 48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 %0'. IDREW,"e, 51 1 P-3881 ITemporary Lbl.(NFRC/DP) 44 Q�:��CE NS� 52 P-3613 CWS Lbl.(logo) 3/4" -,j 53 Sash SEE SHEET 2 GLASS l 3l4" �6' 1/4 F �.• No 58201 '-P 54 Fixed SEE SHEET2 GLASS 3/16• /� to = 56 P-3281 Spacer Duraseal T 13 15/1}s�IJ ,/16- t 9 62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/16• l� LJ_ Wit• STATE OF ;�0t� 63 1 P-3218 IScreen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 1 P-3581 IScreen Goth,18 x 16 Fiberglass Betterwe Fiberglass 66 1 P-3228 Screen Spline,.155 Dia,Blk. Dapa Vinyl 67 1 P-3029 IScreen Pull Tab Summit Alum 68 P-3033 IScreen Spring,SS R.Screen SS 4/11/2015 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E- 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3116- FL PE#58201 72 S-6063 Cotler,Fixed Rail Mikron Vinyl O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2•,Pan Head,TEK Fastenal Steel PH.941-380-1574 rr"16- 1/2' SHEET DESCRIPTION: LINE ITEMS NOT USED: 5' 3116 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 l^3'--1 BOM AND EXTRUSIONS 7/}� 1/1 s• t O D ---SCREW SUPPORT-3113 DRAWN 9Y: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG a: REV.: CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, SCALE: SHEET 12 40F6 6MAX.(TYP.) -i--1r MAX.O.C.(TYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 6-MAX(TYP.) OCALA,FLORIDA 34474 -- -- -- W W W.CWS.CC I 1 SEE NOTE 2 8100 PVC MNCoc. 1 1 SINGLE HUNG (T`P) IMPACT INSTALLATION ANCHOR(TYP.) N N I 1 FW- o � O Y F Ma NNL W m m 4'(TYP) 1 I U Z I I LL o O a a (n m 101/2' /\ w ¢ O cc MAX O.C. a :) F- (Typ) o LD a I k W 7 2 0 4-(TYP.) -- -- -- m Q Z 4'(TYP.) NO ANCHORS REQUIRED IN SILL REby tG,�,, ANCHOR LAYOUT-(FLANGE) Z-4 No 58201 :9 ;Ix� NOTES: �: STATE OF ;4L 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL 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 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE rOrij Auit",,'`� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/1112015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTIDN: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: -DATE: --- 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 DWG REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. a: CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 50F6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT WINDOW SYSTEMS II(L1ILLII 1lllff//--��ff MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4'MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS—, WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 CSEALANTBEHIND EDGE DIST. BYINSTALLER TAABLE 1 81UU PVC+INSIDE AND OUT L SINGLE HUNG INSTALLATION ANCSEALANT BEHINDFLANGE BYINSTALLER 114"MAX SHIM co co SEALANTERINSTALLATION ANCHOR OUT W m m SEE TABLE 1 U) FLANGE BY INSTALLERm p O LL CONTINUOUS DOUBLE 3/16'BEADS OF /—B_'1 HORIZONTAL SECTION N Q Z TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w ¢ O w PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. p ((9 a_ w z m 1/4"MAX SHIM o U m SEALANT BEHIND wC7 s m o FLANGE BY INSTALLER m ¢ O Z PERIMETER STALLEREALANT MIN.EMBEDMENT ttttatterf Y INS AND OUT SEE TABLE 1 ',T SUBSTRATE BY OTHERS --a No 58201 ": P r SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 �A1 VERTICAL SECTION Z13S STATE OF .1LI+` 6 TYPICAL SILL ANCHORAGE G�NZ � ,tE� '. ° 4/1112015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16'RW TAPCON 1-1/2' 1-1/6' BY INSTALLER HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'ITW TAPCON 1" 2" INSIDE AND OUT NORTH PORT, 34288 C HORIZONTAL SECTION PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4' 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"[TW TAPCONINSTALLATION DETAILS 2XMIN.SOUTHERN PINE(G=0.55) 1-1B" 7/8' OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN OY DATE:_ BAT 06/18/12 (3 GAUGE(0.060-)MIN)MIN.STEEL STUD TEKS ELTI KW IK-FLEX R W FULL THREAD 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 7/8"ALUM.(33 KSI MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SHOWN FOR FLANGE WINDOWS. sDA� SHEET 1:2 60F6 Florida Building Code Online Page 1 of 3 M"'`' IA, f wi FICi{t)aDepcamnentof BCIS Home Log Ing User Registration HotTopics ( Submit Surcharge Stats&Facts ! Publications FBC Staff BCIS Site Map Links j Search Businesa ProfessilvaI +'`USER Public seroVBi Regulation Product AODroval Menu>Product or Application Search>Application List>Application Detail FL# FL12078-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C! Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls,OH 44223 (330)922-2108 mfernbaugh@alside.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions 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 F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J. King,P.E. 9°i Validation Checklist-Hardcopy Received Certificate of Independence FL12078 R4 COI CERTIFICATE OF INDEPENDENCE.i)df Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FA... 8/6/2015 Florida Building Code Online Page 2 of 3 Date Submitted 03/04/2015 Date Validated 03/16/2015 Date Pending FBC Approval 03/18/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 2078.1 a.3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post(at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use in HVHZ:No FL12078 R4 II Inst 12078.1.0 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:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eva[ 12078.1.0 window size.Refer to EVAL 12078.1 and INST 12078.1 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations, installation instructions and product particulars. 12078.2 b.3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post(at Sill)and the Bull Nose (at head)Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ:No FL12078 R4 II Inst 12078.2.0 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:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eva[ 12078.2.odf window size.Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations,installation instructions and product particulars. 12078.3 c. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post(at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use in HVHZ:No FL12078 R4 II Inst 12078.3.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:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.3.odf window size.Refer to EVAL 12078.3 and INST 12078.3 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations, Installation instructions and product particulars. 12078.4 d. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post(at Sill)and the Bull Nose (at head)Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ:No FL12078 R4 II Inst 12078.4.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:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.4.odf window size.Refer to EVAL 12078.4 and INST 12078.4 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations,installation instructions and product particulars. 12078.5 e."I"Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and Masonry Openings utilizing the Goal Post(at Head and Sill) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ:No FL12078 R4 II Inst 12078.5.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:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.5.0 window size.Refer to EVAL 12078.5 and INST 12078.5 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations,installation instructions and product particulars. 12078.6 f. "i"Series Structural Transom Extruded Aluminum Clipped Mullion for use on Wood and Mullion Masonry Openings utilizing the Goal Post Style Mounting Brackets http://www.floridabuilding.org/p-r/P app dtl.aspx?param=wGEV XQwtDquJEQf8P6a6FA... 8/6/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ:No FL12078 R4 II Inst 12078.6.Ddf 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: Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.6.1?df window size. Refer to EVAL 12078.6 and INST 12078.6 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings,any additional use limitations,installation instructions and product particulars. 12078.7 g. "C-Class"Series Structural Clipped Steel 2.0",2.25"and 2.5"Bar Mullion for use on Mullion Wood and Masonry Openings Limits of Use Installation Instructions Approved for use in HVHZ:No FL12078 R4 II Inst 12078.7,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: Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.7.Ddf window size. Refer to EVAL 12078.7 and INST 12078.7 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations,installation instructions and product particulars. 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 mail to this entity.Instead,contact the office by phone or by traditional mail.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 emalis 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 are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® tCCsk M sCdtltYty Ilii tt"A1Cs. 1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FA... 8/6/2015 {-WI -{{-W2-{ ••• 3100 STRUCTURAL MULLION LOAD TABLE(PSf� ��.`� # .. /''�,� I II I TR®)TARYWIDTN Q� ' •. 26' 30" 32" 34' 36" 38' 40" 42" 44' 46" 48' 50' 64' __• J-i n 76" 64.43 60.62 5729 54.36 51.77 49.45 47.35 45.42 43.65 4200. 40.48 39.06 36.51 �_- GLAZING GLAZING 72' 76.25 71.78 67.87 61.43 61.39 58.64 56.14 53.83 51.71 49.75 47.93 4624 43.20 tAe 7 z 2l,:`O` o m a n PRODUCT PRODUCT 70• 83.26 78.39 74.15 70.41 67.10 64.08 61.33 58.81 56.48 54.33 52.34 50.49 47.15 68" 91.15 85.85 8123. 77.16 73.52 70.20 67.17 64.40 61.84 59.48 57.29 55.26 51.60 X11 J X 66' 100.08 94.28 8923 84.78 80.76 77.11 73.77 70.71 67.89 6529 6288 60.64 56.61 '�' 1771 11111 64' 110.20 103.86 98.33 93.42 88.97 64.92 81.23 77.85 74.73 71.86 6920 66.73 6228 '' 11 \\\ o K m z° 62" 120.00 114.78 108.69 103.23 98.30 93.81 89.71 85.96 82.51 79.32 76.38 73.64 68.71 ` v x 0 60' 120.00 120.00 120.00 114.44 108.95 103.95 99.39 95.22 91.38 87.84 84.57 81.53 76.06 \ e E z m L-IL0 68' 120.00 120.00 120.00 120.00 120.00 115.58 110.49 105.83 101.55 97.60 93.95 90.56 84.46 E o Y 9 0 o a 56" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 118.05 112.94 108.03 103.53 99.38 92.02 (y O. vim m d a 2 64' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116.18 111.34 106.88 98.96 4 6P 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 115.26 106.72 E o z TRIBUTARY WIDTH Wl + 002 ? 5r 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 115.43 °o cpi 2 Q 48' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 o 3 d v 49 126.00 120.00 120.00 120.00 126.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 44" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 �� > z Wi W2 42' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 0 REn 40" 120.10 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 j wz 1 38" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 mZ m 36" 120.00 120.00 12A00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 GLAZING GLAZING z- 34' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 127.00 181.00 120.00 Qi PRODUCT PRODUCT a 32' 120.00 120.00 121.00 127.00 121.00 120.00 121.00 127.00 120.00 187.00 181.00 121.00 181.00 30" 120.00 121.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 N z N GLAZING z II 00 PRODUCT O 28" 181.00 181.00 121.00 120.00 120.00 120.00 126.00 120.00 120.00 120.00 120.00 181.00 120.00 � o 28' 180.00 120.00 126.00 181.00 120.00 120.00 127.00 127.00 120.00 181.00 120.00 181.00 120.00 �I o o �3 p 24' 120.00 18).00 120.00 181.00 181.00 120.00 121:00 121.00 120.00 120.00 127.00 120.00 120.00 0 oo M INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: a a 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS r m SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION c SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. v 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE o c TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE 4 z MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD W o 0 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE V) DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. h N o� a o0 as u 1 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF ro a ° O O THE FOLLOWING: o o o. `0 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE a"p INDIVIDUAL GLAZING PRODUCT APPROVAL z OAm 12111/08 = a 2. SUBSTITUTE #8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE SCALE ° NTS INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH m END AND AT 15" O.C. MAX. SPACING. Owc.aY: DWS CNK BY: LFS 3 NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE ORAWMc NO.: z MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED FL-12078.1 SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. N sNFFr 2OF 4 \"11 17 I� IM;43 3100 STRUCTURAL MULLION LOAD TABLE(PSS �.�`%� i`.W1 W2TRIBUTARYWIDTH Q • �j. n8" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 54". 60.62 57.29 64.36 51.77 49.45 47.35 45.42 43.65 4200 40.48 39.06 36.51.94 67.37 64.29 61.60 59.26 57.14 55.17 53.33 51.61 49.76 47.93 46.24 43.20 U)t y =GLAZING GLAZING z¢` 73.47 69.82 66.67 63.93 61.52 59.31 57.24 55.32 53.52 51.83 50.25 48.76 46.03 i W. Z o M a e PRODUCT PRODUCT i Y23 66,44 63.93 61.60 59.44 67.43 55.54 53.78 $2.13 50.57 47.72 •., �(r �� F t u; z II 66" 79.12 75.29 68- 1 76.19 7245 7200 69.13 6.49 64.05 61.79 59.67 57.70 55.85 54.12 5249 49.52 '� `. ami m m o x 64" 8229 78.37 75.00 7200 69.23 66.67 64.29 6207 60.00 5606 56.25 64.55 51.43 ' r/1 P 1``` o F)m z° UN•: j g 62" 85.71 81.70 78.23 75.07 7216 69.46 66.96 64.63 6246 60.42 58.52 6.73 53.47 L o 50" 89.44 85.33 81.70 78.37 75.29 72.45 69.82 67.37 65.08 6295 60.95 59.08 55.65 `;` E Em°0 0 58" 93.51 89.27 85.43 81.91 78.66 75.67 7289 70.31 67.90 65.66 63.56 61.59 57.99 A e o a 9 p OIL 56 97.96 93.51 89.44 85.71 8229 79.12 76.19 73.47 70.94 68.57 6.36 64.29 60.50 p a N a m a a 54" 10281 98 08 93.77 89.82 86.20 8285 79.75 76.88 74.20 71.71 69.38 67.19 63.21 8 D_ 4 52" 108.07 10304 98.46 94.27 90.42 86.88 83.60 60.56 77.73 75:10 7264 70.33 66.13 E °o Zo W1 + W2 x 50" 113.78 108.42 103.55 99.10 95.01 91.25 87.77 84.55 81.56 78.77 76.17 73.73 69.29 8 p� TRIBUTARY WIDTH = O .m b� 48" 120.00 114.29 109.09 104.35 100.00 96.00 92.31 88.89 85.71 8276 80.00 77.42 72.73 0 3d 2 46" 120.00 120.00 115.14 110.08 105.45 101.19 97.26 93.62 90.25 87.11 64.18 81.44 76.47 44" 120.00 120.00 120.00 116.36 111.41 106.86 102.67 98.80 95.21 91.87 88.75 85.84 80.56 Z �� W2 -{ 42" 120.00 120.00 120.00 120,00 117.97 113.11 108.63 104.49 100.66 97.09 93.77 90.67 65.05 g o0 I I 40" 120.00 120.00 120.00 120.00 120.00 120.00 115.20 110.77 106.67 10286 99.31 96.00 90.00 - WQ R38" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 117.73 11333 109.25 105.45 101.90 95.48 m au 36•' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116.36 11228 108.47 101.59 '�- 34" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 119.94 115.84 108.42 Qpp GLAZING GLAZING z- m ;§u PRODUCT PRODUCT a^ 32" 120.00 120.00 120.00 120.00 _ 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116:13 v 30" 120.00 120.00 120.0.0 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.D0 120.00 m zoo GLAZING z II 28" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 cn ¢ "o PRODUCT 26" 120.00 120.00 1 120.00 1 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 o o �z g 24" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 0 �u f LL a a 1 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE:1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS 'c?,m o SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION U SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE o 3 TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE ` z v MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD w o O RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. h o0 cog 0 0 0 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF ^w a $ O O THE FOLLOWING. o o p i 1. SUBSTITUTE (I FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE z G INDIVIDUAL GLAZING PRODUCT APPROVAL. z U DATE 12111/08 = z 2. SUBSTITUTE #8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE SrALE, NTS INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH 5 END AND AT 15" O.C. MAX. SPACING. DwG.BY: DWS in cxvc BY.. LFS 3 NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE DRAWING MD.: D MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED FL-12078.1 SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. srEEr_�L OF 4 5.5" .375" tJ�j1� N �— 75 1.0" .75 ----------- _FT .2. oiro co rn 0.75 1/4" MAX.—I r��/�, ... �i�� i Iq 0 N N ///!!!!!*111 �``` O rOi m Z UN•• a O u Z 0.4 .125" � E m z m o 0 °0 727" 1-1 4" MIN, ANCHOR TO 2X STUD C in g m a a a rn CENTER HOLE / (6) #10 x 1-1/2" a MUST NOT BE OR TO 2X BUCK MULLION EMBED. " 3 n USING #10 X 1-1/2" WOOD SCREWS (3/4 1 o CONCRETE SCREWS MAT'L 6063-T6 WOOD SCREWS E z USED WHEN USING MIN. EDGE DISTANCE) N 2X MAT'L• (SPRUCE- o° 3Na PINE-FIR) G=0.42 OR BETTER z 1-3/8" MIN. z¢ MULLION ANCHOR BRACKET 50-2722 1/4" MAX.—I EMBED. o� MAT'L: 6063-T6 V Z (4) 1/4" x 2-1/4" ELCO ULTRACON w po CONCRETE SCREW N ¢ �c=i (2.5" MIN. EDGE DISTANCE) �¢ ANCHOR THROUGH 1X BUCK ° Flo o USING 1/4" X 2-1/4" 0"' r CONCRETE SCREWS 3.000 PSI CONCRETE a a 3 CONFORMING TO ACI Y MULLIONHORIZONTAL ALUMINUM MULLION 301 OR HOLLOW m o e ° BLOCK CONFORMING (UNDER SEPARATE APPROVAL) TO ASTM C90 oAV 1-1/4" MIN. v 3 EMBED. o to o _T N U > G W to O j n N 4 m m a (4) #10 X 3/4" i v Q GOALPOST o o SHEET METAL SCRBRACKET �2 a #8 X 3/4" SMS -#8 X 3/4" SMS (1/2" MIN. EDGE DISTANCE) I I a¢ 1/4" MAX.—{ I I 3100 MULLION j i n n� m m W ULLION < F- a MTO MULLION ANCHORING o o a n e o .. N•_0 O ANCHOR TO MASONRY ° z o z ® USING 1/4" X 1-3/4" c .. (4) 1/4" X 1-3/4" ELCO ULTRACON DATE 12/11/08 ? E CONCRETE SCREWS CONCRETE SCREW SCALE: NTS a (2.5" MIN. EDGE DISTANCE) M.BY. DWS m .. ° aac BY. LFS 3 o BASIC MULLION BRACKET ANCHORING BASIC MULLION BRACKET ANCHORING c 3,000 PSI CONCRETE CONFORMING Banwwc No.: m FOR CONCRETE SCREW CONNECTIONS AND FOR WOOD SCREW APPLICATIONS TO ACI 301 OR HOLLOW BLOCK FL-12078 1 SMS SCREW (MULL TO MULL) CONNECTIONS CONFORMING TO ASTM C90 ° SKEET 4 OF_±_ d Florida Building Code Online Page 1 of 5 IN Flolida Depa rientof BCIS Home Log Ing User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links 1 Search E Busines, ) Professibnal USER:Publics User oval + �r� Regulation Product ADproyal Menu>Product or Apolication Search>Application List>Application Detail FL# FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronocorinell@plastpro.com 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 F.Schmidt,P.E. 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 J.King,P.E. 2 Validation Checklist-Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 hup://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 8/10/2015 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page Page 1/2 FL# Model,Number or Name Description <13.1) a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.1.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 15213.1 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.1.pdf additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars. 15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.2.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 15213.2 for Design Pressure Ratings,any FL15 13 R2 AE Eval 15213.2.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213,3.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 15213.3 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.3.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.4.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 15213.4 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.4.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl Q... 8/10/2015 Florida Building Code Online Page 3 of 5 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.5 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.5.Ddf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door- Grain/Rustic/Mahogany Series Inswing/Outswing (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.6.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 15213.6 for Design Pressure Ratings,any EL15213 R2 AE Eval 15213.6.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.7 g. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.7.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 15213.7 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.7.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.8 h.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.8.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 15213.8 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.8.pdf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15213.9 i. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series "Snap Frame"Glazing-Inswing/Outswing(X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.9 for Design Pressure Ratings,any FL15213 R2 AE Eva[ 15213.9.pdf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15213.10 J.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sideiite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.10 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.10.pdf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.11 k.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Fiberglass Door (OXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.11 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.11.odf any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15213.12 hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 8/10/2015 Florida Building Code Online Page 4 of 5 I.Smooth/Wood Grain/White Wood 68"Non-Impact"Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Snap Frame"Glazing-Inswing/Outswing(XX- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.12 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.12.2df any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15213.13 m.Smooth/Wood Grain/White 6'8"Non-Impact"Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Series N Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.13.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.13 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213.13.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.14 n.Smooth/Wood Grain/White Wood 68"Non-Impact"Glazed Fiberglass Single Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.14 for Design Pressure Ratings, FL15213 R2 AE Eva[ 15213.14.pdf any additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15213.15 o. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.15 for Design Pressure Ratings, FL15213 R2 AE Eva[ 15213.1S.pdf any additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15213.16 p.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO Fiberglass Door -Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.16.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.16 for Design Pressure Ratings, FL15213 R2 AE Eva[ 15213.16.odf any additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15213.17 q.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Lip Lite"Glazing-Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213,17.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.17 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.17.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.18 r.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.18.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZl Q... 8/10/2015 Florida Building Code Online Page 5 of 5 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:INST 15213.18 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.18.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.19 s.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series N Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.19.1)df 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:INST 15213.19 for Design Pressure Ratings,any FL15213 R2 AE Eva[ 15213.19.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.20 t.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.20.Ddf 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:INST 15213.20 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.20.Ddf additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars. Go to Page Pagel/2 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 mail to this entity.Instead,contact the office by phone or by traditional mail.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.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 91 W e09 M sccuritvm vt7Uc.v http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 8/10/2015 M plastpro X. 5200 W. CENTURY BLVD. ��'� Z �'°= fi�J <.2 LOS ANGELES 37.50"MAX:OA CA 90045 . '---��• • `�� N>ro m FRAME WIDTH -////U r*P 0y� o r)m z U N•; Smooth / Wood Grain/White Wood Grain 5E = °Z 0 9doa Rustic/Mahogany a e LL� m e a Series Fiberglass Door E li'Z Etj INSWING/O'UTSWING - 'IMPAcr 3 Sao Z s Of Wz O- O, ZO ZLI Lou, = W ad J �� WO v��`tel W Owl W. GENERAL NOTES LL O-m < 4 o a� 1. This product has been evaluated and is in compliance with the 5th Edition. o O o F (2014)Florida Building.Code(FBC)structural requirements excluding the'7 ligh x w a <a a Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as fisted and spaced as shown on,details.Anchor $ embedment to base material shall be beyond wall dressing or stucco. 3 � 3: When used to areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the I'Mand does not require an impact resistant covering.This product meets missile level"Wand includes Wind Zone 4 N as defined in ASTM El 996 and Section 1609.1.2.21of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as o that shown for 2x.buck masonry constriction. a 5. Site conditions that deviate from:the details of this drawing require further engineering analjrsis by a licensed engineer or registered architect. m LU Z v� o TABLE OF CONTENFSo 0 s � LE SHEET# DESCRIP1101V OVERALL DESIGCVPRESSURE(PSFJ Z o Z 1 Typical elevation,design pressures,&general notesSWfNG FAME _ DAM 02/16/12 n w 2 Door panel details _. DlklENS/Ohk POSITIVE MEC+t1TtVE' scntE: N.T.S. 3 Horizontal cross sections 4 ___.. Vertical cross sections INSWING 37.50"x82.00" +65,0 -70.0 crater. LFS 3 6 5 Buck and frame anchoring-2X buck masonry cbnstruction DRAWING NO.: 6rameanchoring-IXbuckmasonry.construction OUTSWING 37.50".x80.37" +65.0 -65.0 n FL-15213.1 0 7 Big of materials&components SMEEr 1 OF ] N d R1Cllents\Plastpm,Inc:PERMANENT\Flodda Product Approvals\F4-15213\C-Drawings\Curreni\FL-15213.1-.8.dwq 2.1 79.25'MAX.DOOR PANEL HEIGHT N w A o �>> 00 m O: .. N .o. x v JC IV N go _ FrM 0 010 a N � 120" � .. . .. 0 1,20" n A M 1— 0 0 o N RS z o 3 - m O O O o m �wI I 3a nS ��- 1327 Q = I 1 NA IU N ti M _ M63) 0 N T `� V,.•'VCFN@F•O�, iii / No.43409 T $ Q' PRODUCT: Documento.Prepared 111-7111— is Lyndon F. Schmidt IN _ \ FIPLASTPRO BERGLASSINC. P.E. No. 43409' ��ALtG;\��` CA q 2 R�� G b1 1 4 22 15 UPDATE TO STH ED. 2014 FBC JK 'PART OR ASSEMBLY: r "I/I/ BUILDING 2305 V IrIco,,FL 33595 I� N NO DATE BY DOOR PANEL DETAILS YUY� Phone No.: 813.659.9197 REVISIONS FBPE C.A..Vo. 9813 0'2012 R.W.BUILDING C—ULTANTH'IND. R\Clients\Plastpro,Inc PERMANMFlorida Product Approvals\FL-15213\C-Drawings\Current\FL-15213:1-.B.dwg;3.1 A • C e , W N �O O W rr A V Q. p Cl CpO N. � Ryj a O` no <.m e z W O y W W N A Al 0 0 Go. �� A �z m o x 0 A .Z1 U A O W �0. N O SA1 ;0 A A WW.WN Q es A W a m I0 o A� w A A v a A N no 002 OCA A ro W r V. W < ti CL o• to w :3O v7 to rn it w f7 O v ��.� V•�VcENB�;•��'•� No.43409 "� 4 $ PRODUCT: Doaumenta.Prepared By:',W. Lyndon F. Schmldt Vii/ 0�`.�• �� IL4 i N PLASTPRO INC, E. No. 43409 P Z\ FIBERGLASS DOOR rn 14) Fac PART OR ASSEMBLY: /t BUILDING CONSULTANTS, INC. Iw _T in.\ I 04 22 15 UPDATE TO.5TH ED. (201FBC JK J l� v N NO DATE BY P.O. Box 230, Valrtco, FL 33595 HORIZONTAL CROSS SEC710NS Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 ®2012 R.W.BUILDINB CDNBULTANTB INC. RKlients\Plastpro,Inc PERMANENT\Flodda Product Approvals\FL-15213\C-Drawings\Current\FL-15213;1-A.dwg,4.1 m H ,pp Z m O A W A W A r a • 0 A O rn a an ao� d rn o � a y yy N 7 Z � O•°v.. o, " O, 22 z 0 o. 0 4 ►J' n .e 0.15' n MINK :. (TYP,) 1-174"MIN. EMB.(TYP.) • '. � to o -.p A►J � p A � O � 0� e X~ n a ac y pn 3Qy '•�" z y .�O to ° 0 z o WN °�• ° A 1-174"MIN. EMB. ``111NaINff/f// \� �A04f !i No.43409 `E $ PRODUCT: --- 0eeumente:Prevarsd By: Lyndon F. Schmidt �i/�•••'• ORID�:•'O\`�� N PLASTPRO INC. P E. No. 43409 s/0 \�� I{ o z RBER6LASS DOOR //rNAla`�� o N r- -I 0)I PART OR.ASSEMBLY. BUILDING CONSULTANTS,.INC. W In 1 04 22 15 UPDATE 70 5TH ED. 2014) FBC JK .P,O. Box 230, Valrlco, FL 33595 Ly Iv Z NO DATE BY VERTICAL CROSS SECTIONS Phone No,: 813.859.9197 REVISIONS FBPE C.A. No. 9813 02018 R.W.SUI—N.❑aNHl1LTANTH INC..