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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 3 BCIS Home : Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications con[adUs BCIS Site Map; Links Search.'. Por'da Product Approval r .USER:Public User :Product Approval Meru>Prcdutt or Aocli[atian Search>Application List>Application Detail FL# FL12509-R7 Application Type Revision Code Version 2020 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 Contractor Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Copy Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Fails,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Co61f6'actor , ` Referenced Standard an �r(,ol��indard) Standard Year ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12509 R7 Equiv 23549-1 Equivalency of ASTM E84-13a and ASTM E84-16.pdf Product Approval Method Method 1 Option A Date Submitted 09/29/2020 hops://www.floridabuilding.org/pr/pr_app_dti.aspx?paratn=wGEVXQwtDgvG4Aty 8UaHd... 2/1/2021 Florida Building Code Online Page 2 of 3 I Date Validated 10/01/2020 Date Pending FBC Approval Date Approved 10/08/2020 Summary of Products FL# Model,Number or Name Description 12509.1 Finishield/Gladiator 12'-5"x V-10",Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R7 C CAC NI009861-R5.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2028 Design Pressure:+45/-45 Installation Instructions Other: FL12509 R7 II JW192008 GLADIATOR FINISHIELD SWE IS GLZ FBC SS 2020-09-25.pdf Verified By: Hermes F. Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R7 AE PER6765 SS 2020-09-25.Ddf Created by Independent Third Party:Yes 12509.2 Finishield/Gladiator 12'-5"x 6'-10",Glazed Steel Wood Edge.Inswing Door with Sidelites Limits of Ube Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R7 C CAC NI009861-R5.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 'Impact Resistant:No 10/31/2028 Design Pressure:+55/-55 Installation Instructions Other: FL12509 R7 II 3W192008 GLADIATOR FINISHIELD SWE IS. GLZ FBC SS 2020-09-25.Ddf Verified By: Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party: Yes Evaluation Reports FL12509 R7 AE PER6765 SS 2020-09-25 Ddf Created by Independent Third Party:Yes 12509.3 Finishield/Gladiator 12'-5"x 6'-10",Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Certification Agency Certificate A ed for use in HVHZ:Yes FL12509 R7 C CAC NI009861-R5.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2028 Design Pressure:+45/-45 Installation Instructions Other: FLi250_9 R7 II JW1220019 GLADIATOR FINISHIELD StiJE-O5 GLZ FBC SS 2020-09-25.Ddf Verified By:Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R7 AE PER6766 SS 2020-09-25.Ddf Created by Independent Third Party:Yes 12509.4 Finishield/Gladiator 12'-5"x 6'-10",Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R7 C CAC-NI009861-RS.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2028 Design Pressure:+55/-55 Installation Instructions Other: FL12509 R7`lI 3N122008 GLADIATOR FINISHIELD SWE OS GLZ Fl3G SS 2020-09-25.odf Verified By: Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R7 AE PER6766 SS 2020-09-25.Ddf Created by Independent Third Party:Yes Back Blext Contact Us::2601 Blair Stone Road 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. https://www.floridabuilding.ora/pr/pr app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHd... 2/1/2021 RECEIVED NAIVII NOTICE OF PRODUCT LINE , JW 2 t 2o21 CERTIFICATION St tLucie Countyent �p CERTI} oo.yy jlANCCRR 'f' Certification No.: N1009861-R5 Page 1 Date: 04/14/2009 ' 2 z Revision Date: 01/20/2020 Certification Programs Structural t�FMenC.��6� Company: Jeld-Wen P = Code: 1822-1 The'Notice of Product Line Certification"is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria have been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls,OR 97601 Product Line: Jeld-Wen Gladiator/Finishield Glazed Wood-Edge Steel Double Doors with Glazed Fixed Side-Lites Test Report: NCTL-210-3558-1 &NCTL-210-3558-1A Section 1: General Description of the Products and Systems under this Certification 1.1 Frame:. The .frame jambs consist of wood with all corners coped and butted. The head/jamb corners were fastened with three (4) 16 ga 7/16" crown.x 2" long staples per comer. The threshold was attached to the side jambs with three (3) 16 ga 1/4"crown x 2"long wire staples at each end. 1.2 Door Panel/Sidelite Construction: Each door panel was constructed from two (2) face sheets of 25 gauge (0.018" minimum) galvanized steel and an internal expanded polystyrene foam core. 1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two (2) 1/8"sheets of clear tempered glass. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 OPP a """loop Awn eon Ono 00 synolmi 117, laww" Ps -1150, . �n - Wyo. W ! won 05 -: o-ncl 44vu iN.M NOTICE OF PRODUCT CERTIFICATION Company: Jell Wen Exterior Doors Certification No.: NIO09861-R5 Page 3 y� 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls,OR 97601 Expiration Date: 10/31/2028 Revision Date: 01/20/2020 a �ceMar"'�5 Product: Series"Gladiator/Finishield"Glazed Wood Edge Steel Doors w/or w/o Side-Lites - (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00 The"Notice of Product Certification'is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NANII's Certified Product Listin at www.Namicertification.com. NAMI's Certification Program is accredited b The American National Standards Institute(ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number& Outswing Opaque Size Pos/Neg Rated Comments X I/S or Glazed 3'2"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-1A Single O/S Max Panel Size:3'0"x 67'Daylight Opening:IT"x 5T$ w/o Surface Bolts Installation Details:JW 122008(I-14)/JW 192008(1-14) X I/S or Glazed 37'x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-IA Max Panel Size:3'0"x 67'Daylight Opening:119"x 5'3" Single O/S w/Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(l44) OX/XO I/S or Glazed 6'3"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-IA Single w/Sidelite O/S Max Panel Size:3'0"x 6'7"Daylight Opening:IT"x 57' g w/o Surface Bolts Installation Details:JW122008(1-14)/JW192008(1-14) OX/XO I/S or Glazed 6'3"x 6'10" +551-55 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 67"Daylight Opening:1'9"x 5'3" Single w/Sidelite O/S w/Surface Bolts Installation Details:JW122008(1-14)/JW192008(1-14) XX I/S or Glazed 6'2"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-1A Double O/S Max Panel Size:3'0"x 67'Daylight Opening:IT"x S T' w/o Surface Bolts Installation Details:JW122008 1-14/JW192008 I-14 XX I/S or Glazed 67'x 6'10" +551-55 No NCTL-210-3558-1/210-3558-IA Double O/S Max Panel Size:3'0"x 6'7"Daylight Opening:IT"x 5'3" w/Surface Bolts Installation Details:JW1220081-14 JW1920081-I4 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: /. ,. �l .� .. .;:; ., . , `�E� � � � furs r .. ., y � ' \� .. 1.. Yt� M1 - _ its; .� � � '`,�r� x.• � Y ~� - ., .. � 5 tiY.ems .. " 5 .. ... r � � ,,\ s �, ,. .> . � � .. .... � � .x� _ '� ' .. - ;4 `F .:' �� _ ... �y _ .. �� .. # .,1, � �9 � .. F�� .� �Y � -y}� 'r. • �`, i NOTICE OF PRODUCT CERTIFICATION aACGRs�' Iy -Wen Exteor Doors -R5 Page 4Com Company; Jeld i Certification No.: NI009861 3737 Lakeport.Boulevard Certification Date: 04/14/2009 `N� �► Klamath Falls,OR 97601 Expiration Date: 10/31/2028 EjRevision hate: 01/20/2020 Product: Series"Gladiator/Finishield" Glazed Wood Edge Steel Doors w/or w/o Side-Lites (w/Wood Frame unless noted) Specification: TAS 202 94/ASTM E283-04/E330-02/E331-00 The"Notice of Product Certification'is only valid if the NANH Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NANH's Certified Product Listin at www.Namicertification.com. NANH's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number& Outswing Opaque Size Pos/Neg Rated Comments OXX/XXO I/S or Glazed 91"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-1A Double w/Sidelite O/S Max Panel Size:3'0"x 6'7"Daylight Opening:1'9"x 5'3" w/o Surface Bolts Installation Details:JW122008(1-14)/JW192008(1-14) OXX/XXO I/S or Glazed 9'3"x 6'10" +551-55 No NCTL-210-3558-1/210-3558-IA Double w/Sidelite O/S - Max Panel size:3'0"x 6'T'Daylight Opening:IT"x s'3" w/Surface Bolts Installation Details:JW122008(1-14)/JW192008(1-14) OXO I/S or Glazed 9'4"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-1A Single w/Sidelites O/S Max Panel size:3'0"is 6'7"Daylight Opening:IT"x ST' g w/o Surface Bolts Installation Details:JW122008(1-14)/JW192008(1-14) OXO I/S or. Glazed TV x 6'10" +551-55 No NCTL-210-3558-1/210-3558-1A Single w/Sidelites O/S Max Panel Size:3'0"x 6'7"Dayiight Opening:1'9"x 5'3" $ w/Surface Bolts Installation Details:JW I22008(1-14)/JW 192008(1-14) OXXO I/S or Glazed 12'5"x 6'10" +45/45 No NCTL-210-3558-1/210-35584A Double w/Sidelites O/S Max Panel Size:3'0"z 6'T'Daylight-Opening:1'9"x 5'3" w/o Surface Bolts Installation Details:JW122008 1-i4 JW192008 1-14 OXXO I/S or Glazed 12'5"x 6'10" +551-55 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 67'Daylight Opening:1'9"x 5'3" Double w/Sidelites O/S w/Surface Bolts Installation Details:7W 122008 1-14/JW 192008 1-14 National Accreditation&Management Institute,IncJ4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: S P� t i F .. ¢�. .+ yl _6 _•,C _ ., .r .e - A a.. tie a 1: ..0 W 1 all - ,.. .lootr ..,. Yt' r .:f ...1't i. i, ... 1J ,.'�:;+ar•. i -i #.�'. 1 t�'�" ., � , it`�.��'�:.�+,", r 'f•'.., - ' ilk ...._.. .. .. ... .- s—....._. ,._._T... .. J a Certification No.: N1009861-R5 Page 2 Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Global . 2.3 Sills: Endura,AFCO See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you have any questions regarding this certification,please contact NAMI at(804)684-5124. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 • i ,. .`�y' , ', t .. _ .. ,. ,. .., .. is .-. t'� • ..N�'1. is , -;�� :ky � •a)y'., r. i-,i :'k. MATERIAL PROTECTION E �•y N@ 1. ALL EOFCORROSIHILOCK CORROSION RESISTANT MATE 1g81n•MAX OVERALL FRAME WIDTH J AL L TC CORROSION RESISTANT HARDWARE OR CORROSION RESISTANT COATED. 37114•MAX 74•MAX 371/4 MAX. FLNISHIELD/OLADIATOR STEELDOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIOTH DOUBLE FRAME WIDTH FRAME•WIDTH 6to OLAZ 012-0>1B•B OUTSWINO DOOR SYSTEM AX 31, CORROSION RESISTANT STANDARDS AS 36314'MAX 721/4 MAX. PANEL WIDTH >1 IDENTIFIED IN THE FBC. J O PANEL WIDTH DOUBLE PANEL WIDTH m 1.THE PRODUCT SHOWN HEREIN LS DESIGNED TO COMPLY WITH SSHEETS A U tr TNg THE CURRENT FLORIDA BUILDING CODE(FSC)BASED ON THE Z O; SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN TE 8 07E 6,ly N EVALUATED IN ACCORDANCE WITH TAB 202A6 AND ASTM W E331-00 AND ASTM E330-M ?� 2.2XANO 1X WOOD SUCKS BY OTHERS,MUST BE ANCHORED Ot Lr d PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 21 V8• 211111�8/• �2y1IA1JX8• 2t 118• 13 n 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED NOTES: O. DMAX M O O.L Q D.L.O. O. AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE 1-ALL VIEWS FROM EXTERIOR. „( MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2-MULL POSTS&DOUBLE BACK = WIDTH DTH WID WIDTH O 4.DESIGNED PRESSURE RATING SEE TABLE 1,PAGE 1. JAMBS ARE INTERCHANGEABLE. �g{ S.FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTIONS) 2B 2 REQUIRED FOR DOORS AND SIDELTIES. 3-SURFACE BOLT NOT REQUIRED FOR E B.FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, LESS.APPLICATIONS REQUIRING OP-060R Q INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO LESS. INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS 4-MASONRY AND CONCRETE INSTAL- 9NOTE4 NOTE g y w BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. LATION DETAILS. �k. � K m 7.SCALE BASED ON 1tu17 SHEET SIZE. 5-POSITION AND NUMBER OF NOFE2 ANCHORS INHINGE JAMB,LATCH NOTE E O B.ALL 1X&2X TO BE OZ5 SPECIFIC GRAVITY OR JAMB OR SIDELITE JAMB WILL BE g S GREATER. THE SAME REGARDLESS OF ROUGH OPENING TYPE.FOR HORIZONTAL CROSS SECTION IN IX SUCK OPTION FIXED. NAC7IVE FIXED OQ W MASONRY/CONCRETE,SEE g s SHEET 8 FOR DETAILS. DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN IX BUCKOPTIONN ASTRAGALarr d' a FACE SHEETS THE FACE SHEETS GLUED TO THE CORE AND MASONRYICONCRETE SEESHEETBFOR 0�4 SURFACE BOLT 4 JAMBMUL LL } SUBSTRATE WITH LMC ADHESNE. DETAILS. MUU.POST SEE NOTE 3 SEE DETAIL 8 JAMB MULL POST CORE DESIGN:DOOR CORE BY JELD-WEN. SHEETS QUAD UNIT(OXXW PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED SCALE.12ti1-0' FROM TWO SHEETS OF 25.GAUGE(.018'MINIMUM)GALVANIZED DESIGN PRESSURE RATING (OUTSWING NON4MPA STEEL THE FACE SHEETSARE SENT SO'OVER THE t,888•X CO' A'WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION am LVL(LAMNATED VENEERLUMBER)STILES ANDTOP RAIL THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDEDwo AVERAGE MN YIELD STRENGTH OF26 GA SHEET STEEL SKIN IS OUT WITH Vd1TNplIT WITH 9 LL z 38,400 psLTHE 1.688•X1203•BOTTOM RAIL CONSISTS OF W WITHOUT w p w ROLLED-FORMED GALVANIZED 25•GAUGE(.018•MINIMUM)STEEL SURFACE BOLTS IS BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS p THE WOOD LOCK BLOCK IS 1.686•X 311W X 12'. POSITIVE ♦d6 T+155 +30 POSITIVE M5 +65 8 . N FRAME CONSTRUCTION;THE FRAME JAMBS d HEAD ARE LL z CANSTRUCTEOOF WOOD,THE SILL IS COMPRISED OF A NEGATIVE -45 -85 46 NEGATIVE -45 -66 Rog .y NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM TABLE 1 CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING TABLE OF CONTENTS g'} S SILICONE.THE HEAD AND SIDE JAMBS ARE FASTENED USING NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) III FOUR 18 GA 7/1B'X 2 STAPLES PER CORNER.THE SILL AND SIDE SHT# DESCRIPTION RATIO n ON LE14GTWOM HEIGHT IS EQUAL TO,OR GREATER THAN,1.0 JAMBE ARE FASTENED USING THREE 18 0A 7/1W X 2 STAPLES C�u PER CORNER.THE VERTICAL SOLID MULLION IS FASTENED THROUGH THE HEAD&SILL USINGTHREE 48X2.12'SCREWS PER tt\1111ttett o �� AND.A3V HOLE IS DRILLED AT THE CENTER OF THRESHOLD WHERE AA METAL STRIKE PLATE IS FASTENED VERTIC L CROS SECTIONS&BA `\��EH 4 CA �`1 E .. 0����� :y W Q U m USING TWO 96X 11/2'SCREWS TO RECEIVE THE TOPAND VERTICALCR SE S ar x z BOTTOM ASTRAGAL BOLT.EACH FIXED PANEL IS SECURED INTO HORIZONTAL ;•'tit• •S y wtE 8/12I08 THE FRAME USING FOUR 16 GA 7/16'X2•LONG STAPLES PER HORIZONTAL GROSS SEMII - N 7 7 "O sour:AS NOTED STILE FASTENED THROUGH THE JAMBS.ALL MULLION JOINERY& ANCHORING LOCATIONS&DETAILS * _ THE FIXED PANELS FRAME JOINERY ARE SEALED AT THE fr O G d EXTERIOR USING 1199 SILICONE NCHRI O LOCA TIO \ . 7`SY cxcsr: S.FREY UNIT LITECOMPONENT &DETAILS x� i.� ow,waaxo: VENTL \ VENT LRE TE ST \ xp°0°amtr D¢leys16se0Lq-6,g Flbmm r��i JW122008 Re.20IaaappwW27410scwnertt Dars:20EI.U9]B m:m27wmv t oP 14 ' s 10 "". ' Anw ' 1; r f 1 r • �l I Y • - - _ .• 112'MAX.OVERALL FRAME WIDTH 111 IW MAX OVERALL FRAME WIDTH 37114-M1X. 74'MAX. 3711C MAX 371W MAX. 3712•MAX FRAMEWIDTH FRAMEWIDTH FRAME WIDTH FRAMEWIDTH FRAMEWLOTH 2531C MAX 383lS'WRH 353/4'MA%. 35314•MAX. 35314'MAX PANEL WIDTH ASTRAGAL PANEL WIDTH PANEL WIDTH PANEL WIDTH e'1E eTE SEE DETAIL A p SHEETS >Dj OTE 8 OTE 8 SEE DETAIL A m 0 SHEETS v� rr 21 110' 21 118' 21 1AY Z O cif gr tc77 MAX. W LL 2MAX 2MAX 211J8• x WIDTTH � L°NID lu z I=-- _ ° O.warm WIDTH wio o a o� 0 ® NO NOTE4 L a ® @ g N TE4i NOTE NL E2 NOTE2 AN i NOTEE NOTE2 NOTES "NOTE %/ NOTE 5 tIo b f S- AGTIVEJ L D/ f FIXED FD(ED ACTNE ASTRAGAL OTE4 �}n3a3a3a{+ .!— 7E4 OTE4 SEEDETAILB MULL POST SNOWN D848A SURFACEBOLT q�qS SNEET 6 - JAMB MULL POST OPTIONAL SEE NOTE 9 SEE DETAIL B Gi g O MULL POST SHOWN SURFACE BOLT TE4 SHEETS x DBL-BACK JAMB MULL SEE NOTE 112•MAX OVERALL FRAME WIDTH �}J! POSTOPTIONAL 37114•MAX 371/2,MAX 37114'MAX TRI UNIT IO)IXI OR( O) TIN UNIT 100X)OR D(00) FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE:12•-1,4r SCALE 112'�i'-0' 35314. MAX 353/4'MAX. SEE DETAIL PANEL WIDTH PANEL WIDTH SHEETS OTE8P NOTES old-2 d 21 118' 2111. 1118• NOTES: RUM MAX MAX 1-ALL VIEWS FROM EXTERIOR. D.L.O. D. O. Dix. 2-MULL POSTS 6DOUBLE BACKJAMBS ARE INTERCHANGEABLE WIDTH WIDTH (SEE OPTIONAL CROSS SECTIONS) p ;t4 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING 0 -{ 7i OP45 OR LESS. O!? ° YYYY 4•MASONRY AND CONCRETE INSTALLATION DETAILS. a a 6 5-POSITION AND NUMBER OF ANCHORS IN NNGE JAMB, NO ® LATCH JAMB OR SIDFLITE JAMB WILL BETHE SAME _ NO 4 °' REGARDLESS OF ROUGH OPENING TYPE.FOR HORIZONTAL NOTE 8 CROSS SECTION IN 1X BUCK OPTION IN MASONRYICONCRETE, Q NO 2 SEE SHEET 8 FOR DETAILS. o' o NOTE MAONRYICON 8• SCRE EORb'�EO XJ BU�eOPAO� 1n 11l1lprr,''i' w w c O z / F d i' re: B712ATB ` ••� E S• 'AS NOTED FD(EO ACTIV FocEo * i N 7 •O WELD SEE DETAIL B N TE 4 gip. A OF•- .m: S.FREY- `SHrTB SURFACE BOLT MULL POST SHOWN• 7�UNRlO%O)%Ol SEE NOTE DBL-BACKJAMB MULL SCALE IrZ-l'-W �� ♦ 22008 POST OPTIONAL 2 av 14 r �' 0 m n 0� �Q m • U 2 J� O� �aLL 74'MAX OVERALL FRAMEVYIDTH 3;g~ 721l4'MAX.PANEL WIDTH PANEL WIDTH 743l4•MAX,OVERALL FRAME WIDTH SEEDETAILA 37,P1'MAX 9 M Q. 313WW MAX. 31 14'L1AX. SHEET 6 FRAME WIDTH �Y a SEEDETAILA PANLWIDTH PANELWIOTH SEE ETAILA SHEETS 36314MAX 38318•WITH SHEETS OTE, PANELWIDTH ASTRAGAL OTEB O7E 8 rxt,ro' rx,,re• 8 jo'2111B' / 211I6' MAX _MAW O 1/e �r{ MA7�/ Y D.L.O. yWC �pj _ TbH. �D DSO• WIDTH Q d p �p NO ® NWE4 NO 0 O Xd a! _ 6a �S y $ NOTE2 NOTE TE4 a SLu^ f ND g I G NOTES \ B $ ' OTE 6 m } FIXED ACTIVE � 'a LINACTIVE ACTIVE ACTIVE o OTE 4 p�+ w m NOTE4 SURFACE SOLT SEE DETAIL B SURFACE BOLT NDTE4 Z ASTRAGAL SEE NOTE 3 SHEET B SEE NOTE 3 w rj urt SEE DETAIL B SURFACE BOLT SHEET 6 SEE DETAILIR SEE NOTE SHEETS SINGL UNR(Xf aP u9 rn iu. UNR�0 XOf SCALE 1�2•�-0 T c�p a A SCALE: f/2 e1-0 SCALE: T Y of-0 NOTES: <c 1-ALL VIEWS FROM EXTERIOR. 2•LULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. p (SEE OPTma CROSS SECTIONS) ,``tuu n urprr J 3•SURFACE SOLT NOT REQUIRED FORAPPLICATIONS REQUIRING DP45ORLESS. 4•MASONRY AND CONCRETE INSTALLATION DETAILS.. J a E 6-POSITION AND NUMBER OF ANCHORS IN HINGE JAMS, N � '.•• O •AS NOTED LATCH JAMS OR SmEIJTE JAMS WILL BE THE SAME * m� WBD REGARDLESS OF ROUGH OPENING TYPE.FOR HORIZONTAL CROSS SECTION IN IX BUCK OPTION W MASONRYICONCRETE. 73 $A OF S.FREY SEE SHEET B FOR DETAILS, iD • � JW122DOB 6•FOR VERTICAL ANCHOR IN IX BUCK OPTION 1N MASONRY/CONCRETE,SEESHEET6FOROETAB.S. ��6r ���` p¢cr3 a,d rllttl — tOS MAX.OVERALL WIDTH FAA-, 517!MAX 8912'MAIL OVERALL WIDTH 371/Y MAX SEE DETAIL AE WIDTH 15112'MAX. 74 MAX FRAME W6TH FRAME WIDTH FRAMEWIO 30 3M WITH �- 35314 MA% D£TA6A 3a 3/4'MAX 6314' so W/A97R GAL SHEETS MAIL 14rMAX ASTRAGAL PANEL W2RH SHEETS PAN-LWIDTHMAIL WIDTH -PANEL WID NOTE85EE DETNLA O�DJA TE 5314' SHEETS OTEB �i¢O MAX DLO. OTE6 to Z OJT //g6' �T0- MAXJ N Z D1,0. MNL D.L.O. 21 Tle' ,21 liar ' MAX O Z LL N MAIL\7 F.T. RL0--147H*j3w0O NOTE4ONOTE 4a yNOTE6NO 6N TE INACTNE ACTNE FD(EDS�m 4 SURFACE DOLT 44 OTE4 ASiRA6AL SEENOTE3 pUAD UNR�OX%O) NOlE4 URFACEBOLT SEE NOTE 3 SURFACE BOLT dIs Q SEE OETAB-B SCALE:1/2 =1T-O' NOTE4 ASTRAGAL SHEETS B S�DETAEB SEE NOTE �� y 6810 MAX OVERALLWIDTHBHEETB Sr MAX.OVERALL WI0TH Q%X)OR XO) SHEETS SINGLE VENT UNR 15 ire MAX 3711P MAX SCALE 1 2•-t•_O SCALE' 1/2•m1•-o• �yr 37112'MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH NO S 35:4* 11'Ir MAX IV MAX.PANEL WIDTHPA 114,1 DTFI 8310 PANEL WIDTH FRAMEWIDTH NOT Cr MAX.D.LO le MAX 6314•MAX D.L.O.m SEE DETAIL A I PANEL WIDTH SEE DETAILA = SHEETS _ SHEETS Z O NOTES.Fw Z y t 1Br 1-ALL VIEWS FROM EXTERIOR. ❑ . �118• M�p,L,O, 2-MULL POSTS DOUBLE BACK JAMBS ARE INTERCHANGEABLE. �� MAX.D.L0. \ 3.8URFAEE CE BOLT NOTMAL �REOUIREroD1FOR APPLICATKNI3 REOUIRINO p W.3 I jT DP43ORLESS. ❑ ❑ 17 OTE 4 4-MASONRY AND CONCRETE INSTALLATION DETAILS. a O a1 6-POSITION AND NUMBER OFANCHORS IN HINGE JAMB, LATCH JAMS OR SMITE JAMB WILL BE THE 9A0.1E NOTE O NOTE NOTE O REGARDLESSOF ROUGH OPENING TYPE FOR HORRONTAL ' n r CROSS SECTION IN IX BUCK OPRON IN NASONRYICONCRETE, c ,a O NOlE4 SEE SHEET 8 FOR DETAILS. G 6-FOR VERTICAL ANCHOR IN IX BUCK OF H11NUt1e/7j7i O MASONRYICONCRETE,SEE SHEETS FQ,4 y u w❑ m NOTE 6 48;z W12188AS NOTED WED SEE DETAIL B --Ij I SEE DETAIL B p S A sr. S.FREY SHEETS 4 SHEETS NOTE4 C) r uu JN�SU FACE BOLT QUILL UNR_; OR IXO) SURFACEDOLT . �`� JW122M NOTE SEE NOTE3 SCALE: 1 2'el-0 SCALE 1/2 =i'-0' TE4 SEE NOTE3 w tt nnu 1• 1'MIN 1. Ibm DESCRIPTION Matedal MIN. I' 1.MIN. MIN. 11 MIN 1 HINGE 1114'04W FWGERJOINTEOPNE PINE 28 2 HEAD JAMB I114.04V FWGERJOWTEDP PINE N 6OTE1 5OTE1 6 TE1 4 MTDEUfEJAMB 414'lkft"FWGSMWTED PINE rn ^ 6NEET8 ^� SHEETS SHEET b 910PHRLPS FLATHEAD WOOD SCREWWITH I VT MIN.BEEDMENT STEEL >cc 28 29 29 6 4'x P BUTT HWGE 120,1.W STEEL @ O 7 08 x YWPHLUPS FLATHEAD WOOD SCREW STEEL to 2 2 2 8 MBx 117 PHLLWS FLATHEAD WOOD SCREW STEEL ti t 9 IWIW RW SLUM APCON WITH V4•MN.EMBEDMENT STEEL ?O Q 10 41 11 OUTSWWB EUMPMSLL�TH� 85D 60fi3T5 CO Z WJPV W LL N 'aEEDETAR.A 18 SEE DETAIL A ti 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER(LVL) LVL 3Q SHEET 12 10 SHEET 12 37 38 ^m 13 S(TNUDEDASTRAGAL 6063.76AL ALUMINUM 18 SEE DETAL 18 14 E8X1'PHOJJPS PAN HEAD SNEETAIETAL SCREW STEEL W MYa 31 ASHEET I2 15 ATA 6TRIK PLATE-R40LOBALP CT9) L 31 45 16 TOP RAIL IAMWATEO VENEERLUMBER LVL 30 17 BOTTOM RAIL 25GA will GALVANIZED STEEL STEEL 30 18 HINGE DOE ST4E LAMWATEOVENEER LUMB LVL 31 19 LATCH SIDE STILE(LAMINATED VENEER LUMBER) LVL 21 21 40 20 LOCKBLOCKi. MX3IWx12•LGPNE PINE ¢¢x 1.00'OA. © 21 ODL LIP4JTE FRAME M6868KVJD CURRENT N POLY•PROP. Q INSULATED 1.OD'O.A z 22 1A0.OA.INSULATED TEMPERED GLASS GLASS TEMPERED GLAB9 OINSULATED 4 23 16 Gx.711G x ON STAPIE9 STD' o w o TEMPERED GLASS— p 24 CORRUGATm NAA.1F1'111N6.25 GA STEEL F'm z 25 KWIKSET LOCK SERIES 400 STEEL. S z p TO ,,JJ,,G1 26 08 x2 VY PHILIJPS FLATHEAD WOOD SCREW STEEL g SEE SHEET DETAIL A a SEE SHTAILAEE77 tl 28 2(WO0DBUCK GR02SCHlTHERN YELLOW PINE WOOD 00> 20 NON4X7M ON 0x 114•MAX. NESS WOOD xo @ F a 30 Lj 3D DOORCOREBYJELOMEN �11 z�z 6 YS 31 STEELDOORPANELSKWMATERIAL(25 GA GALVANIZED) ..5 ^;1J O / 31 % AfiES COMMF%YAL CIUALRY0.016•MW.THMJL) i a � }- a 32 VINYL DOOR BOTTOM SWEEP $ m �\ 33 CORNER PADS ONTOP LUCATELL.BEH BOTTOMOF EACH JAMB LEG ff p n d q SETTWOONTOp OFTHESLL,BEFRND THEWEATHERSTRIN 30 / a 21 / 34 #8 x 117Y PHLLIPS WOOD SCREW STEEL x rJi 43 35 SOLD LPOST TED VENEER LUMBER) LVLp 31 36 318•QUARTER ROUND MOULD— WOOD 9LL w w 40 37 SILICONE BEAD DOW 1199 SILICONE o��i 30 THRESHdD 6063 17 .T5 AUCAMP. a�m 10 39 ASTRAGAL THROW BOLT STEEL ROD,6116 DUL 118' STEEL < c0 32 TO k1740 ACEBOLTk4545A`LX314`WX114'THK STEEL Sp 83 4441 ODL MODEL 709 VENTED HALFLITE PLASTICoryea 42 1XWOOD BUCK GRADE 2 SOUTHERN YELLOWPWE WOOD38 it 38 1145 46 43 SEXBOLT 1032 X MIS LG X51%BARREL STEEL..... .. 44 SURFACE BOLTSPACERS STEELONOTE1 � 1 - 45 SURFACE SCLTSFRWEmATE STEEiSHEET .40 08 X 31V LG FLATHEAD WOODSCREWS FOR STRIKE PLATE 1 5OTE1 47 1114•BRAD NAIL 180A48 ADA THRESHOLD-'I 251112108 28 � ^� 1 NOTE 1 NOTED �N 1`MIN MIN MIN 1'MIN 6 HBETS VERTICAL CROSS SECTION, VERTICAL CROSS SECTION. VERTICAL CROSS SECTION, A OF mac. S.FREY A ACTIVE DOOR TYP. SIDE LITE TYP. C SURFACE BOLTS TYR P, xaa b WOOD FRAME INSTALLATION 6 WOOD FRAME INSTALLATION 5 WOODfRAME INSTALLATION G ♦� JW122008 SCALE:3'vt•-0' SCALE:3'•1'-W SCALE:3'vl'-0' vaxa ��, •♦1 a�r5 oc 14 VNIKEDGE rum.EDGE DMTNCE {--mu.EDDE DISTANCE 1•Nm.EDGE VMIN. DWANCE �•"DsrANCE Ta� I 1'MIN.-•� bw 1•MW 28 42 OTE�JIj w g 28 42.OTE �•'��. � >Q .i._ ;.Y•Ia m p �— 29.: 4 :29 A2 402 Z U-t�gN7o Fr_ Z�LL 1 2 2LU29 IT5 t8 39 47 Q 2 2 I LU M Y a y ''t m 3 .�. :. , BEE DETAIL 18 ':,+ �oEuaA tX7laLA SEE OE7AEA 10 31 SHEET,2v.:t f0 iti� 10 SHEET 12 - rrmw EDGE a rasa.EDGE 31 DISTANC2 DIHr ry, mmn 30 8 FIXED'UNET 1X BUUCCK OPTION IN 6 OPERATING UNIT 1X BUCK OPTION IN 21 SS 21 MASONRY&CONCRETE INSTALL MASONRY&CONCRETE INSTALL 10_J SCALE:3•+1-0'' SCALE:3"-V-T ¢¢QX tFF6�i 1.00'OA tA6.OA k �m INSULATED C INSULATED O 1 6 EOF Sg z TEMPERED GLASS p TEMPERED GLASS p 1 PANEL EDGE 0PANEL 0 SEE Dg ET7 �1 1++ SEE OEfAN.A wwwlll 'j SHEET ' a a Q _ d 211 DETAIL A SURFACE DETAIL R SURFACE 30 / SO NOTES: AnoN re °-0M LOCATION g w � 31 31 NOTES: ~'!1 1.FOR ANCHOR SPACING UTEMS 05 OR A9),SEE SHEETS 9,10,811. S w o o 10 17 17 2.IX MAYBE U1112ED AS AN OPTION.FOR VERTIALSECTIONS,SEE DETAILS a _. 37 a.ti., ffismufi.HOR mALSkCTFOJ5:0ETARS(M511fff8. �w 1' 7.TAPODN MASONRYANOHOR SPACING SAME AS WOOD ANCHOR SCREW' Rat 38 11 MW 1' 37 CDWIGIBWTIOM. �.. A.OPDONALLY,ANCHORS OW BE RACED IN MARROW SECFION o�, IQ��]ANB AS LONG AS 44NtMHRO EMBEDNDYT IS ACHIEVED 8112108 •! > ` a 9 � '.N • SAS NOTED ft 9 A.t * � p WILD MPl ••MIN MW MIN. . S A .j: er. S.FREY W .Tmow MA30NRYAND CONCRETE RJSTALLAnON MASONRY AND CONCRETE WSTALLATI°N. JW722008 SCALE:3•.41• SCALE:3'-t'-T ♦ .14- a1/11IF ,» . .., ;. .. •, . .. , i .. � �L.. ,� _ � � .� i_._. ... �_ .. - ..._� s. .. i 1114 19 MAX. t MN.MS. W SEE DETALL A 12 3 7 ! SHEET 12 3 10 7 37 2T 30 37 19 1B 31 1B 91 30 �i.L•. .u.1.U r".l� .,r .A:Y O If y4.L'• T•t�. 1•'Y%•i� f1'�: it j Q :,.r,..�,� n::�Y' -• r.'T•t'��. :•4: SEE NOTE m O �f"e•LA.'jt. NOTE ( 7 S B In;; NOTE EMERIOR 7 INAOnR IOR EE NOTE ?a LL 5 NOTE! 4 C e HORI m;-s OSS c_ECT10N Z W=% B 7 SCALE 2'ei°-r' 7 SCALE:2"=1-0' F -SECTIOMSCALE:2�1-0 g MASONRY&CONCRETE INSTALL L SCALE:2' 1'-O' SEEOETALLA �.7N'MAX. .�FO 3 i H4'MAX. 174' NOTE4 11C MAX. SHEET 12 3 I(-6HIW )c7 Nc IL 9gHµ 11? SHIN--{{��-- 11? SHIN K. BEE DETALLA 1 MIN.EMIT. ® 1 SEE Gum12 4 '}� MIN.Go. SEEOETAIL A MN.EM& SHEET I2 \ ^� SHEET 12 III SHEET 12 ic ,•re, c.; t 1 4 ^ 'A;Y";%�k1 ^ '.,,� EE NOTE 5 SEE NOTE DURIOR ¢�'J 6 SEE g 10 HOR17ONTAL CROSS SECTION oe rwo SEE NOTE TE1 FJRERIOR 7 6 F7N q WOOD INSTALLATION c EXTERIORn SECTION SCALE:2'-1'-0' E MASONRY h CONCRETE INSTALL WOOD IN�TAL,LATION cl SCALE 2 l-0° 7 WOOD INSTALLATION SCALE:2°=1'-0' 2 0 3 19 3 30 21 t SCALE:2-1'-O' t N� ryry 114'MAX. WMAX. T7M• a' I-BwM sGnA —� ':z'•:•y•:r.li,, mo _ 1 4 8EE DETARA SEE DETALLA 4 9 7 I LLyy 1. I SHEET 12 SHEET 12 ^ S 8 36 EE NOTE2 1 tt!yn't,,•,�t•,5• :1�.• :t7� EXTERIOR ,S,r SEE NOTE 7 L AI. ROc c TION IJ }I r'.S,'.1.. i 6 6 � 7 SCALE:M. i m O µGO z S EXTERIOR EXIERIGR S KSS SECTION NOTES N o p COW NOTE SEE NOTE 7 SCALE:2�1-0" 1.FOR ANCHOR SPACNG(ITEMSR5 OR C9j SEE SHE6'rS 8.lGall. w E NOTE! 2.SPACING FORAM FROM TOP OF SIDUITEDOWN(SEE SHEET 1% q0 at7W 1 J ORIZONTAL CROSS S CAON 3,ASTRAGAL SCREW PATTERN SPACING FOR CIS pO 02 7 WOOD INSTALLATION 7 MASONRY d<CONCRETE INSTALL FROM SOITOM:tW,r,3 IrZ.20'.243/4•, p=w$ p SCALE: 2°mot'-0° SCALE:2°�i'-0' FROM TOP:IQ',r,31Tr.20•.2421P,36: NOTE 1/Y IAAX !.IX MAY BE UGLIIID AS AN OPTION,FOR VEATICM.SEC IDNS,SEE DETAILS11N• �- MDLFAlB. „? �lI6M (mSNFEr 6.HORDDNFAL SECDD1b:DETAILS(m57i&78. rr_, X MN.6� SEEDETALA 5.TAPCON MASONRY ANCHORSPACINOSANEASWOOD SEE DUAL L SHEET 12 ANCHOR SCREW CONFIGURATION. ca ^ C 1 SHEET 12 70 16 3 DOW1199SI000NE IrMINGLASSBRE e.OPRONALLY,ANCHORCAN BE PLACC-0NNARROW 1j11,1111l1/j pp t- 3 ;, SECTION OF HEAD OR=IAS LONGAS MNMUM yl O my IWTEMEREDG ^ r 3W AIRSPACE : ;•'�,1.E S'' 8/12l08 ^ 9 A •�'c�a .�; 5 I —r ly �O 'AS NOTED e E 7 13/4• 1 7 7 1 Rn WBD �_• 7 MSCAASLOEN:R2Y"=&S1'C-O07N° EXTERIOR CSUER WR rSnC eA7LE1N:G 8D=E1FA-u DA +pt •.: FR EY N H 0 SECTION M WOOD INSTALLATION tl8'TEMPEREDGASS JW122008 CRETE INSTALL -SCAM 2'=1'-D' r �G�� s�t7 aF 14 nw I OTE�ITE 4 sEEDETALA 114-MAX.SHIN 3 SHEET 12 Hill 'A Wil/4 "'EAS >fL SEE NOTE EKTERIOR SEE NOTE EXTERIOR SEE NOTE ENOTE2 EXTERIOR NOTE 2 �EXT4ER*R S SECTION G)wl 1p-1w. gff • HORrZONTAL CROSS SECTION w -G S SECTION MASONRY&CONCRETE INSTALL SEE DETAIL A 9REEIRLI�7 SCALE 2"-l'-W ; SEE DETAL A I VZ' 5 1114- 111 'iN�L 12 M MD. SHEET 12 IN. IN.Ems. 123 3 . .......... ............ ..... @" SEE DETAIL A POTF4:- SHEET 12 CERIOR EXTERIOR SEE EXTERIOR SHIM A'\HOR17ONTAL CROSS SECTION HORrZONTAL CROSS SECTION S SEC11ON 4= D INSTALLATION MASONRY.&CONCRETE INSTALL OPP-LI WO Im SCALE:2-1--U• XED UNIT IX BUCK OPTION IN I lir SEE DETAIL A MASONRY 4C CONCRETE INSTALL V4'MM SEEDETAILA MN.Eh1S. SHEET 12 (LEFT-HAND ANCHOR SHOWN,RIGHT-RAND ANCHOR SIMILAR R: 9; lix so SEEDETAILA SHEET 12 IV SHrET12 3 1 3 z� TEMPERED MU EMBL. % 77 10 DI 21 P ErAB 7 AIRSPACE jZ EXTERIOR TE. SEE DETAIL A D SHIM SHEET 12 NOTE MODEL 709 WfflED HALF LITE I, HORIZONTAL OSS SECTION u 0 �2OMAL CROSS SECTION 1HORIZONTAI CROSS SECTION WOOD INSTALLATION Z.s 1, WWOOD INSTALLATION CONCRETE INSTALL $CALF--?-1'4r 9 EXTERIOR 0 Iq 2 a t 14 SCALE 2"-l'-O* SCALE ' 0 19 - T-- HIM o IN. 9 DETAIL S NOTES. 0 SHEET 1T 1.FOR ANCHOR SPACING(ITEMS 05 OR#%).SEE SHEETS 9.10.&11. OSS SECTION 9 rg I 1 3 IV 2.SPACING FOR 023 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). OPERATINGmILUNIT IX BUCK OPTION IN 19 CONCRETE NST, 3.ASTRAGAL SCREW PATTERN SPACING FOR0t3: I ' FROMBOTrORL'Ilr,Z,31tr,2D.243W. (LEFT-HAND ANCHOR SHOWN GHT- '3�Q I ------- TT FROM TGP'.Irr.2*.311r.27.Z43W.3W. In g 4.IX MAY BE UTLIZED AS AN OPTION,FOR VERTITAL SECTIONS,SEE DIETAMS E jy mve 6/12W irr AZN0TFD AIRSPACE sssNrEm NoRTmNrALsEcacNsDLTA&sWsNEET& N - w8D 6.TAPCON MASONRY ANCHORSPACiNG SAMEAS WOOD ='a s I/ MAX ION. - S.FRET SH%r MODEL M VENTED HALF LITE HORIZONTAL CROSSSECTION 6.OPTIONALLY,ANCHOR CAN 13E PLACED IN NARROW CONCRETE INSTALLATION -HEAD OR JAM8 AS LONG AS MINIMUM EOM ISACHIEVED. JW122QGB \,a MASONRYAND OUNG SECTION Or EMS ENT SCALE S _ i t � � �� I �t}�' � � , ,t,,y; .. ` _:,c .. ' � 1 .. I l ... :t .. � � � 1; • i .i '� �:i,. � � i I _ , �� SEE DETAIL E ¢ SHT.9 SEEDETAILASHT.9-� SEE SHT.�ALA fo ��I SEE DETAIL A .L II STYP � Mi.10 p¢� 1 � SEE DETAIL 9•TW m�1 137" ' T.10 SEE DETALA _ rSEE DETAILA ( Q 'TYP ��SHT.10 �-+{ 6'TYP y 3'TYPP / SHT.10 U cr 11 t Illilll '•SZW.SE LUn _ ai J (Wow 1NSTALi)(MOOD (MASONRY WSTALLI 9yp SEE DETAIL B (MASONRYINSTsHr.10 1 \7A T) ) � i Irl�tll 1 � SEE DETAIL F (MASONRY WSTALL SHT.9 5 w ANCHORING LOCATIONS OUTSWNG SINGLE UNIT X / SEE DETAIL B SCALE:38 -1-0' SEE DETAIL CJ SHT.10 SEE OETAtLC SHT.10 g¢ 0� SHT.9 ANCHORING LOCA pN5 DOUBLE SHT.9 ANCHORING TIONS DOUBLE $ D�TSWIN D SIDELrFE(XXO) OUISWING llNIT 3 SCALE,3 S -1-0 SCALE 3/B' NOTES: 1.CORRUGATED FASIENtAS TO!3E AF1ilm ON BOTH INFERIOR NOTE NOTES AND WEMOR SURFMFS.AT SPACING SHOWN. FOR TOTAL OF NINE FAS04EFM PER SIDE m e 1 + 2.CX7RRUGATED FASTENERS ARE UFFLrm ON DOUBLE BACK JAMBS m � ' Norea / •ONLY. Me ON SOLID TJUU.POST CONFIGURAATIOI,& _ NOTE e i 3.SSE SHEET 16 FIX2 LATCH AND EELHI;<LOCATIONS. o \ 4.SEE SHEET 10 FOR SIDELITE FASTENER LOCATIONS j_ u T OCTAIL C S.SEE SHEET 10 FOR SDELIIE BRAD NAL LOCATIONS FOR a RON LOWER SURFACE BOLT STRIKE PLATE LATCH k DEADSOLT QUARTER ROUND MOULDING ATI m w? '2 DETAIL A DETAIL R do LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES amwAGAL Them BOLT HOLES AT HEAD AND mu.ARE DRILLED UPPER SURFACE BOLT STRIKE HINGE DETAIL SCALE: 1/2'=1'-O' SME' 1/2'-1'-0' AT FABRICANON WHEN ASnwk LS APPUm AND THROW BOLT PLATE&UPPER ASTRAGAL SCALE: 1/2'-1'-0' LOCATIONS ARE DETERMINED.STRIKE PLATES ARE ATTACFIED IN M.- -d BOLT STRIKE TFHE FELD.SCALE 1/2'=1'-0' 48 7.TOP AND BOTTDM SURFACE BOLTS ARE APPLED AT FABRI(ATION. NOTE 7 SURFACE BOLT HOLES ARE ALSO DRILLED AT F WHEN0THE ELD. ARE DEFFFA7INED.SIRIl�`` �. 1Ai7i a 8117/08 i N s•.,�� AS NOTED WED s5 NOTE 7 / L�: s'A OF * en S.FREY DETAIL F AT H An DETAIL F AT Sit %� SURFACE BOLT PLATE SURFACE BOLT PLATE �� G�J JW122006 SCALE: 1/2'=1'-O' SCALE: 1/2'-1'-0' P sans ar 14 nun. Sm DETAIL SEE DETA4 A SHT.9 SEE DETAIL C SEE DETAIL D SEE DETAIL C p m 6'TYP SHT-10 SHT.10 5•NP BHT.gTYp SEE IN m Q 9•TYP 9'NP to 6'TYP SEE DETAIL DETAILA S 10 SEE W TYP SNP SEEDETARA 3•NP DSHi.10 ! Si TNP 3NP /�SHT.10 I I 11 I I 1—•� SHEET �I{7. Z t I II 11 1 111�111 2' I _ I , 1 12• , _ _ iSEE w I I 1 MULL POST SEE NOTE2 DETAIL B w m a I SHEET 22j- - I M L POST SEE OTE 2 3, I — ^ ¢SS 2• I DEL JA 2' I OPTIONAL, 1 I OPTIONAL i _ (WOOD TALL) ,) — LE $ (MASONRY ALL B \\1 , — (WOOOINSTALL)S — I TYP _J 2 MASONRY IAI57 9 1 —1 _ 1 NP I '!2' I 1 I 111 I f l I 1 7 1 •I 1 11I II 11 1 III 1,r 7,�' `SEE DETAILS - ® TWW�FORALL IMF GCE EISALIONS . Sw.10 SEE DETAIL �S EE 'fAtlB SCALE z� SHT.9 SHT.10 :i ¢O E NT.9 C ��(OIT W'R2 DELITE ) ANCHORMG f.00ATICNJS SWGLE w � SCALE:S6P a1•-0' OUTSWMIG UNR Wl231DELffE IOXOI 2 it 3�1 SCALE:316'•T-0' ILLm 3 4 ma 1 6 1 3 4 U m NPaFOR HEAD TO SIDE JAMBS TYP FIOR SILL TO SIDE JAMBS C LL 2Ia wSCALE:,-1!T.11W SCALr:1-1 m�n-V w I $ 2 2 NOTES: u1 /0 1.CORRUGATED FASTENERS TO SEAPPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN,H4••FOR 2 N TOTAL OF NINE FASTENERS PERSIIE. 2.CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBSONLY.OMIT ON SOLIDMIILLPOST CONFIGURATIONS. 2 D a SEE BHT 10 FOR LATCH AND HINGE LOCATIONS. S ^ 4.SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. S.SEE SHT 10 FOR SIDELITE BRAG NAIL LOCATIONS FOR QUARTER ROUND MOUNDING ATTACHMENT. ,11111 6.ALL VIEWS FROM EXIEHIOR. 1111 — ss a 1 N `♦ ,�:� E P wrE: 611210a * �'' p AS NOTED STAP AI LOCATt NS 14If-S B LOCATIO=S A * er: FREY TT PFOR HEAD TO DBL JAMB �p OF'.•� �� SCALE AMP 1 m GALE:3 8 1— DETAILC SCALE:i-i/2'�1'0' �i ♦ JW122008 TYP FOR HEAD TO MULL POST SCALE:,-12's=t•-0• a10 ap�4 uu _ � ., i ._ �.... ..._.. _... ` _ -_ �i� , . . �� .�� z z EE DETAL A ` SEE OETAIL A SHEETS SEEDETA9.A p--{ 6'TVP B' SHT.10 ® ,� SHEET9 in 1 6'TYP SEE DETAO.D 7 � S'TYP 9'TYP J Q L 3'rn SHT.10 6'rn S'rn SEE DETAIL m O _1 II r I11{1tI t tt z,i � � 3'rn s'rrP �sH(.f0 z p�t t 2, 1 tt 1 III !tt 0-U-W LU ISEE DETAIL C �I I Om SEE DETAIL C 1 I Z-1 SHT'.10 G Y — SHT.10 O�— cl) IL BE NOTE 2 I c7 y MPOST a ( �f 1 OBLJa�89 � — OPTIONAL — (WOOD INSTALL)6 I !� (MASONRY MSTALL) I c� (WOOD INSTiL),j- SEE (MASONRY INSTA".... .1 DETAILB SEE DETAIL sQ SEE DETAILC SHT.10 g SHT.9 ANCHORING LOCATI NS DOUBLE ccppq�q�3 OUTSVlING L SIDELITE(OXXO) SEE DETAILa' SCALE J/8 1 0. SHi.9 o a c ANCHORING LOCATI S QN DOUBLE y�I sm SEEDETAILE SEE DETAILE• SCALE. 3 UNIT -0 1 SIDEUTE(OXX) 3wN t! SHT.9 SHT.9 SCfLLE: /3'�1 �w ^ 7a L 5.rn B SEE DETAIL �TYP 0 to FTY SHT.10 9'rn. SEE DETAIL m TYP SEEDETAILA 8'TYP. SHT.10 0'rn. r SHT.10 F 'TYP. = J0 z Q1� 1 1 it I 11 Ii t NOTES: SEEOETAILC 2' SEE DEJAILC 1 AND EXTERIOR SURFACES AT SPA.CORRUGATED FASTENERS TO CING SHHOWN,*1'1',FOR OR SHT.10 TOTAL OF NINE FASTENERS PER SIDE. u O w 6H7.10I SEE 2 _ 2.CORRUGATED FASTENERS ARE UT6RPD ON DOUBLE BACK P O O z 5 u w MULIfPOS7 JAMBS ONLY.OMR ON SOLID MULLPOSTCONFIOURATbNS. o 'm R — TIONABI.3 — — 3.SEE SHT 10 FOR LATCH ANDHINGE LOCATIONS. la Q. 4.SEE SHT 10 FOR SO�LFTE FASTENER LOCATIONS. 5.SEE SHT 10 FOR 30)ELRE BRAD NAIL LOCATIONS FOR QUARTER c e N1ULl,1 POST y OD IN9TAi.L)5 ROUND MOUNOWDATTACHMFM. � )9 R 6.ALL VIEWSFROM EXTERIOR. � C $ o � (MA9 9(STALL9 �2— $ I TYP .�ntar!ll�,i! uw'O m t M 1 i r t l i I t l \ 1_i 1 fir12/0S P •AS NOTED SEEDETAILS _SEE OETAILB �* N 7 a.v: WBD SHT.10 SHT.10 SEE OETALE./� SEE DETAIL F 9.FREY �•9 SHT:9 ANCHORING LOCATIONS SINGLE tr! �' �,ICHORINC LOCATI NS 51 L OUTSWINC U�fT�y� 1 SIDE (OX) ^! �p `W12m ING UNIT W� IT (OXO) SCALE 3/8 -1—0' � \��\� ��r�1 of 14 lry 11111t' , 21I2 4' PER ft- T-�tre•(Mel) m, — s3lB• iT --I I m p BUTT HINGE OPTIONAL OIJTSWING THRESHOLD ' N F-pj te-� 1 FINGERJOMTED PINE 64z4z12 GA.S Of9BUMPER SILLWITH PIN SUBSTRATE (,ZOUTSWMO THREBHOLAU¢�S 6 DD,7J3-0OUT ING OR BASE •% �SCAL03'-VV SCALE:3'.1-0" SCALE:6'•I'-0 SCAALLF-,W-IM-0 MlC.OMPOSITEF'IASTIC j�tJLPOSTZVILM LCINAe VENEER LUMBER(LVL) LU aS�aP � LAI T— , a aw Lu 3 '' F STILES AND RAILS 1 1' 1716` A 8 18 TOP RAIL LATCH SIDE STILE COMPRESSION Sl6' Pi SECTIONAaI SECTION&a 79 IAMINATEDVENEER 77 SCALE:9�STEEL• 1B LAMINATEDVENEER LUMBER(LVL) ill LUMBER VL SCALE W-T-' IM SEAL 660 ASTRAGAL ) W-+ VNn �13 6063•TB ALUMINUM SCALE:3'•,'V SCILLE:6'.1'•0' SCALE 3'•110' 76 ALU UM S •-0' 1r c3 1314' ix CUT io N g; oso I awt-- A LENGTH _ °' U �® l� -® ZINC ROLLED ASTEEL z�� ? T ZINC YELLOW CHROMATE 4 N I- SCALE:3'•1'A• LL N 32 V�,L� ��'� ° F D PINE /10DL L,PIRE FRAME SCALE:3'•1-0' SCALE 3'•l'd' . SCALE--3'•L'-0' �'' PO'NNOA:100.1209A1� r--'-2716' L7 --TSMtKEPLATE 9 w O 3/4• �---• ~18132" I (O 1 SCALE:6•.ib• h-4618'—^i acc RIw i uPACERo r- STEEL LASTIC �SCALE:3'•1'-0' 12 LAMMATED VENEERf W�67BE ft(Wt�Nl7! SCALE:3'•1'-0' SCALE:6'eT-0" `` E 3I18'C-qINK. NOTE E SH2MB 1�15EA10 WOOD INSTALLATION SCREW W/,.61Y'MM.EMBEDMENT -//+J(F�%�_(]�WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD JAMBS. ADASKLN 77 �O AS NOTED f7) 2-USE 08 x 2 lir PFH WOW SCREW WHEN INSTALLING INTO MUWON& 4B 7k rv: WBD `e/ AWMMUM 341SE31187ITW TAPCON ANCHOR Wl11I4'MM.EMBED. WHEN INSTALLING INTO CONCRETEM1fASONRY SUBSTRATE AT SIDELTTE SILLS. ^� 8A O.,r °" •FREY 4WI22008 74 SCALE: 1/4' ,nm 1/2'uRGAP 1/8'TEMPER 1/IrTEMPERED SEE DETAIL A 23718 17 18 @ O B 76 O a:1n;, S 24 2 / 1 iga `al 7 1 8 / W,�� `N r 2 3 A t� 5 SEE DETAIL B 18 3 9 m a A A 8 4 4 DETAIL }g{ 10 A 1-3/4'MAX VER S GLAZING DETAIL DRAIL ETAIL S PANEL THK. 21 I ON w LINKoku E 1/2'AIRGAP o8. } 5 1/B"TEMPERE gNg o I 1/8"TEMPERED t4 tITEM Q nS d 9 q 'OUTSIDE FRAME VIEW gECTION R-R VENTED HALF INSIDE FRAME VIEW TE15 4SE(MnN A-AVENT,LffEH 12 13ALF 1/16 20 EMPERED14 �w LLz GWJDING DETAIL a 9 19 I9 AT MEE I RAIL P �+282 ., Om OW 23 18 INSID NEW 17 22 ^N 4 / C ^h 6 NOTES; Moz 1. SEE SHEET 14 FDR Uf `` 1f�` E eow +♦ L7 E are 8112W O AS NOTED N 7 7 - WBD m S.FREY FAO 49 ,' uo: ` ♦ JW722088 —.13 of 14 I llfl� — O� J p MATERIAL LIST(VENTED HALF LITE ONLY) m ITEM PART NO. DESCRIPTION QYT MATERIAL Z O j 1 16797-000 INNER FRAME - 1 SPARTECH POLYCOM PP53330, REF CURRENT NOA Z W u.Lm 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330. REF CURRENT NOA Lu S 3 16798-000 FIXED UPPER SASH t SPARTECH POLYCOM PP53330.REF CURRENT NOA ti 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 1009 SOLIDS BUM ELASTOMER ' xa S 16825-000 GLASS, 3/4'x 20 19/32'x 16 11/16' 2 3/4'INSULATED GLASS ASSEMBLY 6 16828-000 g8 x 2'PAN HEAD SCREW 14 ZINC PLATED STEEL 7 12207-ODO #6 x 3/4'PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-OOD SAFTEY LOCK 2 NYLON 6/6 9 16829-000 84 x 1/4' FLAT HEAD SCREW 6 ZINC PLATED STEEL c 10 17041-000 FIN SEAL,ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL g11r 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330.REF CURRENT NOA 12 16806-ODO RIGHT LATCH 1 NYLON 6 90 13 16807-000 LEFT LATCH .1 NYLON 6 Pg 14 16837-NO 0-LON SEAL(3 SIDE LOWER SASH) ' S' FROM SCHLEGEL CORP.: 0-LON2 WEATHER SEAL El a a 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330,REF CURRENT NOA. a °o 0 16 16801-DOD SCREEN FRAME 1 SPARTECH POLYGON PP53330, REF CURRENT NOA •LL g m 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POIYFLEX WEATHERSTRIPPING 1 6 DOW 1199 AR SILICONE SEALANT p 19 16830-OOD WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.; POLYFLEX WEATHERSTRIPPING O 20 16338-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 m 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330.REF CURRENT NOA 22 16841-000 1/16'SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM,ACRYLIC ADHESIVE C� m 23 169611-000 SCREEN CLOTH 21'x 24' 1 FIBERGLASS wW Z 24 10046-000 SPLINE 6.1' PVC g _ Soz U O N C RlZ dl I ,.: E ,p wie 8112I08 AS NO 14 N er: WBD S A * er. S.FREY '`v♦ JW122DOB 14 . 11111\1 — BDate: 04/09/2020 BUILDING DROPS Report No: .6766 A Perfect Solution in Every Drop! Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of manufacture of products in accordance with the Florida Building Code for manufacturing an approved certification agency through National Accreditation&Management Institute,Inc. (FBC Organization#:CER1773). Performance Standards: The product described herein has been evaluated per: • TAS 202-94 • ASTM E330-02 • ASTM E331-00(09) Referenced Data: 1. Product Testing performed by Hurricane Testing laboratory (FBC Organization#TST1589) Report#: NCTL-210-3558-1, Report Date: 10/07/2008 Report#: NCTL-210-3558-IA, Report Date: 10/21/2008 TAS Report Engineer of Record:Gerard J. Ferrara, FL P.E.No. 11985 2. Certification Agency National Accreditation and Management Institute (FBC Organization#:CER1773) 3. Material Testing for'Dylite' EPS Core performed by Intertek ETL Semko: ASTM E84 Report#:3113726SAT-001, Report Date:02/05/2007 4. Material Certification Miami-Dade County Notice of Acceptance ODL,inc. Current NOA for HP Polypropylene Installation: Refer to Installation Instructions(JW122008)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(JW122008)for design pressures based on size,configuration,and glass types. Hermes F. Norero,P.E. Florida No.73778 Page 3 of 3 15pi. onn Zoo P-101 10? n& M- SKY ON W1040S 410EA I -ra.0011:h 0-:out! r jx,o: 0:05y wmn "4-. Q 14 AML wanshmp,mawn SOO nQUA 1,00 wipp MV .. ... -MC10 I C-05 4) won np njap M, yj 0"Iyail A; wryi n P7 I& P, an r P OWN! UK an! too'. Date: 04/09/2020 BUILDING DROPS A. Report No: 6766 A Perfect Solution in Every Drop! certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Finishield/Gladiator Steel Door,Wood Edge Glazed 12'-0"x 6'-8"Qutswing Door System (HVHZ)(Non-Impact) Scope: This is a Product Evaluation Report issued by Hermes F.Norero, P.E. (FL#73778)for JELD-WEN,Inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW122008,signed and sealed by Hermes F. Norero, P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, includin the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does reguire an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW122008 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW122008 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 KIKKATIRA ......... O'by Wah ;mil w-12 wNHAD,1MUMAY any"! TOUNNY em"YZ IS-5i too 0"'. 14 &may Wow XAMb B"MY9 ON: A COD WINE 100� in—w nQ 01 09015 01WAK 'n '57; b, n -no 1ZA ?0,0 %a Al, Z PARK a nav-�Ukvl wl'_ nmw n w to wonq 1� ��Mvnqna lownw. 11 sw NQ mv 40 Misce 0 Q 14AOPO A vwK i4ov oww"Pa jnw�-a to; 01,001 Sysw 0011 Koo! in- IT wn- ho.a CAVY 'jj 01 010007"M ; mlh ahsi0q? OF all AT 'ZoAhm 7 -r,­-.:.­'-':�vwl HIM Obw 104 6Y A& mr,lineqn-Im! .4 A Shaun; a0w 398 East Dania Beach BUILDING DROPS Suite 3 8 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Finishield/Gladiator Steel Door, Wood Edge Glazed 12'-0" x 6'-r Outswing Door System (HVHZ) (Non-Impact) for Florida Product Approval Report No. 6766 Current Florida Building Code Method: 1—A(Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Finishield/Gladiator Steel Door,Wood Edge Glazed 12'-0"x 6'-8" Outswing Door System Materials: Steel/Wood Product Dimensions: See Installation Instructions,JW122008 Prepared for: JELD-WEN, inc. 3737 Lakeport Blvd. e Klamath Falls, OR 97601 �''�� Prepared by: dal �t 7 Hermes F. Norero, P.E. _ 5 A 6F Florida Professional Engineer#73778 0� Date:04/09/2020 F wr Contents: p ► N�t,`® Evaluation Report Pages 1—3 Digitally signed by Hermes F Norero Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2020.09.26 00:39:08+02'00' Ito is IN U 1 1 Y 1 7111,50" vim, aw 1 Colo ilia;WASK A airy 1W, 0,0000A 10,00 SUR 0' F "i�- 'd