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All Product Approval Professional �#—.,fxx�s,lBSER:PublicUser 9r.xluct aourovai Manu>Prodi-`nr A—Ic— on Search>Ao li atinn List>Application Detail FL# FL13540-R3 Application Type Revision - ' Code Version 2014 { Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by s the POC and/or the Commission if necessary. i Comments t_ Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 j (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service "I Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com ,.. i Quality Assurance Representative -1 Address/Phone/Email �- Category Exterior Doors Subcategory Swinging Exterior Door Assemblies _ Compliance Method Certification Mark or Listing I` Certification Agency National Accreditation&Management Institute a Validated By National Accreditation&Management Institute 4 cl f Referenced Standard and Year(of Standard) Standard Year E ASTM E1886 2005 4 ASTM E1996 2005 ASTM E330 2002 ASTM E331 2000 Equivalence of Product Standards Certified By Approved Testing Lab f- FL13540 R3 Eouiv JELD-WEN ASTM E1.996 Equivalency Letter Ddf i http://www.floiidabuilding.org/pr/pr_app–dtl.aspx?param=wGEVXQwtDquynOPErOHeefVE2FJsURDFJgjlTBYTegcCaMNJ%2fyUttw%3d%3d[9/29/2015 1:16:36 PM] Florida Building Code Online 9 r Product Approval Method Method 1 Option A Date Submitted 01/13/2015 Date Validated 01/14/2015 s Date Pending FBC Approval Date Approved 01/19/2015 1 Summary of Products 1 FL# Model,Number or Name Description 113540.1 Contours 3'-2"x 6-10", Opaque Steel Wood Edge Inswing and Outswing Door Limits of Use (Certification Agency Certificate j Approved for use in HVHZ: No FL]3540 R3 C CAC NI010116 0]-R2 pddf d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j i I Impact Resistant:Yes 12/31/2019 Design Pressure: +55/-55 I Installation Instructions j j Other: FL13540 R3 II JW162O09 55 2014-11-11.pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports I FL13540 R3 AE PER3291 SS 20].4-11-11..odf Created by Independent Third Party: Yes 113540.2 Contours 6'-2"x 6-10",Opaque Steel Wood Edge Inswing and Outswing i ' Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R3 C CACNI010116 01-R .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions j Other: FL13540 R3 II JW162O09 SS 2014-11-11.�df I j Verified By: Hermes F. Norero, PE 73778 I Created by Independent Third Party: Yes Evaluation Reports FL1354O R3 AE PER3291 SS 2014-11-11 pdf Created by Independent Third Party: Yes 1 13540.3 Contours 5-5"x 7'-11", Opaque Steel Wood Edge Inswing and Outswing Door with Transom and Sidelites I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F111540 113 C CAC NI0101 16 0 -R pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date iI Impact Resistant:Yes 12/31/2019 Design Pressure: +55/-55 !Installation Instructions Other: i FL1354O R3 II JUU162O09 SS 2014-1i-ll.�df 3 i Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes .. Evaluation Reports Create 0 R A PER3291 S201.4-11-11 I Created by Independent Third Party: Yes 1 i 13540.4 Contours r051 x 6'-10",Opaque Steel Wood Edge Inswing and Outswing with Sidelites. I Limits of Use I�I Certification Agency Certificate E, + Approved for use in HVHZ: No I FL13540 R3 C CAC NI010116.0 -R2 pd i Approved for use outside HVHZ:Yes IV Quality Assurance Contract Expiration Date 1 :_ Impact Resistant:Yes 12/31/2019 l Design Pressure: +55/-55 Installation Instructions j j Other: FL_1.3540 R3 II 3W1620O9 SS 2014-11-11.odf Verified By: Hermes F. Norero, PE 73778 ` Created by Independent Third Party: Yes Evaluation Reports I FL13540 R3 AE PER3291 SS 2014-11- 1 1df Created by Independent Third Party: Yes http:/Avww.florridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquynOPErOHeefVE2FJsURDFJgjlTBYTegcCaMNJ%2fyUttw`/`3d%3d[9/29/2015 1:16:36 PM] Florida Building Code Online '. - 13540.5 Contours 4'-3"x 6-10",Opaque Steel Wood Edge Inswing and Outswing i Door with Sidelite I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F1-13540 R3 C CAC NI010116.02 R2.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 112/31/2019 Design Pressure: +55/-55 Installation Instructions t ` Other: FL13540 R3 II JW1.62009 55 2014 11 li.)df Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports a F t^540 R3 AE PER3291, SS 2014-1 -1 .)Z Created by Independent Third Party: Yes i 13540.6 Contours (3'-2"x T-11",Opaque Steel Wood Edge Inswing and Outswing j I Door with Transom i Limits of Use Certification Agency Certificate I.; IApproved for use in HVHZ: No FL13540 R3 C CAC NI010116.02-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions € Other: FL13540 R3 II JW162009 SS 2014-11-11.�df w Verified By: Hermes F. Norero, PE 73778 fCreated by Independent Third Party:Yes Evaluation Reports FL13540 R3 AE PER3291 SS 2014-11-1lpdf Created by Independent Third Party: Yes f I•, 3 Contact Us;;1940 North Monroe Street.TallahaGqFL 32199 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 ' st 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 �. ,, _ -•t 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 1 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: t M El F , � �l L l http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeefVE2FJsURDFJgj1TBYTegcCaN4NJ%2fyUttw%3d%3d[9/29/2015 1:16:36 PM] NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE YORK,PENNSYLVANIA 17406 TELEPHONE(717)846-1200 FAX(717)767-4100 www.nctline.com August 19, 2011 JELD-WEN Windows and Doors 3737 Lakeport Blvd, Klamath Falls, OR 97601 Re: ASTM E1996-05 equivalence to the ASTM E1996-06 or ASTM-02 test methods To whom it may concern; This letter is written to state that products successfully tested to the ASTM E1996-05 criteria also meet the testing requirements ASTM E1996-06 or ASTME1996-02 up to Wind Zone 3. Products must meet additional impact requirements to be equivalent to ASTM E1996-06. The revision from ASTM E1996-05 to ASTM E1996-05b and subsequent versions introduces the additional Wind Zone 4 impact requirement that differs from previous versions: "5.3.3.6 /n Wind Zone 4, impact the integral mullion and other intermediate members such as a meeting rail, check rail, or meeting stile mid-span...". In virtually all methods, criteria and other aspects, the testing requirements of ASTM E1996-05 are equivalent to the comparable elements of the ASTM E1996-06 or ASTM E1996-02 requirements and methods. Therefore, products that have passed the ASTM El 996-05 testing also qualify under the aegis of the ASTM E1996-06 or ASTME1996-02 test methods for Wind Zone 3. Wind Zone 4 compliance is only met by products as long as the additional shot to intermediate members has been performed. Respectfully, NATIONAL CERTIFIED TESTING LABORATORIES, INC. C '7.y Ray Lamb P.E. S(L�/ Protessionols In The Science of Testing NOTICE OF PRODUCT CER'TIFICAT'ION `p C4 R7tF1(,i �� itkti,�A�ay Company: JELD-WEN Certification No.: N1010116.01-Id2 3737 Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls,OR 97601 Expiration Date: 12/31/2019 Revision Date: 08/07/2014 fi,noP Product: Series Energy Saver/Contour Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o Side-Lites or w/or w/o Transom (,vv/Wood Frame unless noted) Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/AST'M E1886-05/E1996-05b To verify that the "Notice of Product Certification" is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. Inswing Glazed Design Water'Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number& outswing Opaque Size Pos/Neg (pso Rated Comments X 1/S Opaque 3'2"x 6'l 0" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Single Wind"bone 4 Addendwn(06/09/2014)/PER 2947/VJ-1685/W-1695 Missile Level D Max Panel Size:3'0"x 67' X O!S Opaque 3'2"x 6'9" 4-55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/S1W2009-199 Single Wind Zone 4 Addenduni(06/09/2014)/PER 2947/W-1685/W-1695 Missile Level D Max Panel Size:3'0"x 6'7" Anchor Details:J W 162009(1-16)/AOI 1271 Double Wind Zone 4 Addendum(06/09/2014)/PFR 2947/W-1685/W-1695 Missile Level D Max Panel Size:3'0"x 67" Anchor Details:JW 162009(I-16)/AOI 1271 XX O/S Opaque 67"r 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Double Wind'Gone 4 Addcndum(06/09/2014)/PGR 2947/Ul-1685/W-1695 Missile level D Max Panel Size:3'0"x 67" Anchor Details:JW 162009(1-16)/A01 1271 National Accreditation& Management Institute,Inc./4794 George Washington Memorial (Highway/Hayes,VA 23072 Tel:(804) 684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: --- _------ JEL +N© I^74"MAX OVERALL FRAME WIDTH CONTOURS STEEL DOOR,WOOD EDGE I -72 114"WAX.PANEL WIDTH - _TABLE OF CONTENTS 6-0 X 6.8(XX &) 5-4 X8 0(OIOX� 1 36 3r8"WITH SHT+F DESCRIPTION - p INSWING!OUTSWING --- ASTRAGAL ^I I INSWING ELEVATIONS 8 GENERAL NOTES 24 GA.STEEL IMPACT DOOR SYSTEM _— - 2 INSWING ELEVATIONS -__ O 0)3 _ INSWING ELEVATIONS 8,BILL OF PAATERIAL r GENERAL NOTES -- 1� 1 4 INSWING VERTICAL CROSS SECTIONS m O 11. THE PRODUCT Sl IO'WN HEREIN IS DESIGNED TO&)MPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS FLORIDA BUILDING CODE(FRC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS / ` 6 INSWING HORIZONTAL Cf20SS SECTIONS F-L) Er J� BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. I / \ 7 INSWING HORIZONTAL GROSS SECTIONS z O Q SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RAPING. DOOR SYSTEMS = 8 _ OUTSWING ELEVATIONS - O- a CV HAVING SIDELITEITP.ANSOM COMBINATIONS RATE AT VJINU2UNE('WD)3. 26" \ 9 OUTSWING VERTICAL CRUSES SECTIONS z LU =00 NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. w r / 2 ` 10 OUTSWING VERTICAL CROSS SECTIONS Ud Y Q 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 2, ��'-� p 11 OUTSWING HORIZONTAL CROSS SECTIONS � 1, Q"7 LOADS TO THE STRUCTURE. QQ� �''--. _ )__12 OUTSWING HORIZONTAL CROSS SECT_IONS m Q Lo 3. PRODUCT ANCHORS SHALL RE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR W is D w 13_ ANCHORING LOCATIONS W >-` 6 A z 14 ANCHORING LOCATIONS co Il EMBEDM[NT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. pro 6 - I__..-_._.-_--_--_______—..__,._ - 4. J a f 15 ANCHORING LOCATIOPS&DETAILS 5. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. g 6 I 16 UNIT COMPONENTS i 5. SCALE BASED ON t 1217 SHEET SIZE. g NOTE 2 � NOTE 2 g -'--------_-- 6. ALL 1 X 8 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. _ --- 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES ri AND TRANSOMS. m \ / w B. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION / p f DOW REQUIRESTHAT PRODUCT MEETS THIS REQUIREMENT,PRODUCTSHALL BE USED WHEN t- INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG IOH)RATIO=OH LENGTH/OH HEIGHT 151.0. INACTIVE ACTING- Z pw -� ASTRAGAL -� A B O x N ¢O DOOR LEAF CONSTRUCTION: O'T z w Z DOUBLE UNIT(XX) NOTE 2 0 w- FACE SHEETS:THE FACE SHEETS ARE GLUED TO �'� w THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) w X- > 0 w m z CORE DESIGN:THE CORE CONSISTS OF 1-135 POUND m O $w DENSITY EXPANDED POLYSTYRENE(EPS). zz mo - o I PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF '' 0 mir 24-GAUGE(.021'MIN)GALVANIZED STEEL, THE AVERAGE MIN.YIELD STRENGTH OF 24 GA Iz z SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" TABLE 1 ¢O LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.6188"X 1.203'BOTTOM RAIL a a CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK DESIGN PRESSURE RATING BLOCK IS 1.688"X 31/8'X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: g m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL. w _ INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z 0 Lu CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. SIDELITEfS)ANDIOR TRANSO(vI W/O SIDLITE OR TRANSOM 2 zd O FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. O=0 THE OUTSVJING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMINSWING POSITIVE +55 +55 n- CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN J5 oO w p m o U 20 ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM p 0 w rn FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING PO�TIIIE +55 +55 woo w cc THREE 16 GA.7/16"X 2'LONG STAPLES AND ONE 98X2 FH WOOD SCREW PER CORNER. OUTSWING INSWING SYSTEMS HAVE A NRX2 FH WOOD SCREW IN EACH SILLIJAMB CORNER ANGLED NE -55 -55 - N FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, _ .�... SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7116"X 2"LONG STAPLES NOTES: w JOINTS,SILICONE SEALANT AND FOUR MULLION X 7116"X 2°LONG CROWN 1- ALL VIEWS FROM INTERIOR. AND ONE lIAX2 FH WOOD SCREW PER CORNER INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE lv1UlLION TU DOORISIDELI7E IS � F o civ O ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7116"HOLE DRILLED AT THE ONE, A PLASTIC CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CANGRETE CONSTRUCTl"11 f f rl RECEIVER PLUG ICENTER OF THE S INSERTED LL THRESHOLD TO RECEIVE THE BOTTOM ASTRAGAL CBOLT.OUTSWING OF THE7`1J0 FRAMES.7'X 1/2"CORRUGATED NAILS ARE USED ON THE ��� `N�S F.!JO'������ ¢z UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT T14E CENTER OF THE SILL AND A EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A ;I ital s and I Hermes f.Nnrem,p.E. GJ 1� % DATE: 12/31/09 METAL STRIKE PLATE IS FASTENED USING TWO N8 X 2-1J2"SCREWS TO RECEIVE THE 9 N 19 'Y T; r C�') p BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 112"HOLE AT THE WOOD MULLION CO'JER IS THEN INSTALLED OVER THE ENTIRE LENGTH eawn.I-.ppmvinq this document - 'N /,%977$; t - SB"1ei 1/2 1 OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD )ate z014.T1.11 10.04:34-05-DO' CENTER OF THE HEAD ANDA METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 112" = * �-7 r' = D•Ar.avG.LUBBECKE IN PLACE WITH 16GA X 7116"X 2"STAPLES. T TC OF r = SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED'AT b J;;- aa.ar S.FREY THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 118' - i l ' 14' OT'141, 3 Lr'.� uvnrriNGru0: ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE % u,n Sy�.ran�1 TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS ���� �° �� JW162009 ny SSrphi 7ctNs T LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7116"AIR GAP. �-----" -- -- ----� rer_cd�Fd.L661 gists srrEer 1 or 16 \ d _ 64 112"MAXcs I OVERALL WIDTH 64 112°MAX O,V.A WIDTH- AX 12"MAX.D.L.C. I 35 314"MAX '---- .. OVERALL]WIDTH PANEL WIDTH ff `--- ci- (DID NOTE 2 ---�6� CL �_. <Q j \ ED O f 25 = 25Cc\ I- JEi 1_u ,n //�� � AI/ 2 = x o VELii Z Y S ro7w tG ..._ e w d w . i � l ..._ e rR6 0'� p r ��uw o n NOTE 2 NOTE 2Wp o a / sW M d3 )I X isdNOTE 2JINOTE 2 c ^ 7" i MULL PUSIw p 7"MAX. I i O O m m D.L.O. MULL POST - 3 0 o I / r D --'— I 12°MAX. NOTE 2 TE 2 NOTE 2 0.(g I---t-PANEL WIDTH 5 TRI XOI TYP. 12°MAX. NOTE 2 0"'3 w PANEL WIDTH 35 314"MAX w uJ c9 A B NOTE 7. (INSYJI_ 1PAC R LMIThI „ w x 5 4 4 12"MAX. IMPACT SID S) PANEL WIDTH N✓o _, ? NOTE_2 `---�-PANEL WIDTH u)00 t7 DUAL UNIT(OX) ,b rn 2 35 3i4"MAX ) tr x Z TYP. 37 t/2"MAX O.V.A._ J PANEL WIDTH IR FRAME WIDTH �I (INSWING IMPACT DOOR WITH �IO MULL POST NON-IMPACT SIDELITE) o TRI UNIT(OfOXO) -� OU ml (INSWING IMPACT DOOR WITH NONIMPACT SIDELITES&TRANSOM) \ ! N g m �2 � \ F <iz LLI Fu 25 \\ wvn�u) x ¢ 0000 w - wo UOVUiu) L 7 p o 6 m I } u°jo�W rBN X S o LC t my n NOTE 2 / NOTE 2 > _' w ^ NOTES: I c^�r,0 4 CO 1- ALL VIEWS FROM INTERIOR. o�O 2-P,tASONRYAND CONCRETECON. t��tTYtll4��l'jN/ �g F.ry0������ m¢z •�� MLf" ? i O-M:12131/09 A Bl NOTE 2 _ I' N //-(;ZG owmeGlUDBECKE 35 314"MAX. ;?TATE OF o,K pl^ S.FREY PANEL WIDTH U SINGLE UNIT INSWING IMPACT J'W162009 11EE_2_O- 16 r I;omDESCRI-Td 6latedal 37 1,12'MAX O.V.A. 1 -TO HINGE JAMB(I 114"X 4-9(16"FINGERJOINTED PINE) PINE O. FRAMEWIDTH 2 HEAD JAMB 1 1K"X 4-9116"FINGERJOINTED PINE) _ PINE _ci 3 LATCH JAMB(i-1/4'X 4-9116'FINGERJOINTED PINE) PINE MAX.D.L.U. 4 SIDELITE JAMB(1_1)4'X 4-9!16'FINGERJOINTED PINE PINE } — _ 5 410 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112"MIN EMBEDMENT STEEL O � 6 4'X 4"BUTT HINGE 12GA 089 MIN STEEL r- I ` NOTE 2 cn 7 49 X 314'PHILLIPS FLATHEAD WOOD SCREW STEEL p � _ - I 2 � _._ -----'-----.. ..---- ' —_ --- - - 8 #10 X 1 112"PHILLIPS FLATHEAD WOOD SCREW STEEL J CC \ 9 3116"ITW BUILDEX TAPCON WITH 1 114'_'MIN.EMBEDMENT STEEL cn � 10 COMPRESSION WEATHERSTRIPFOAM ~ n I— 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5ICOMP. ALUMINUM U a 1 co co ` 12 98 X 212'PHILLIPS FLAT HEAD WOOD SCREW __ ____ STEEL_ Z Q <cV 26 = 13 EXTRUDED ASTRAGAL GLOSAL 6063-T6 AL ALUMINUM - Y Z oa0 = l I \ J 14 NOT USED __- Q Q L9 25 •r Rq_ 1.5 SIDEL.ITESEAT 7.60 SERIES(ENDl1RA) VINYL t` LO >4 ri TOP RAIL LAMINATED VENEER LUMBER LVL LVL _ J M J= \ O m _ OTTOM RAIL 25G_A.,'0.018')GALVANIZED STEEL_ STEEL m y Q. w 18 E SIDE STILE LAMINATED VENEER LUMBER LVL LVL z a 7 V VJ `6 19 LA iDE STILE LAMINATED VENEER LUMBER jLVLj_____— _ _ LV' ' Lu v 20 _LOCK B._ 1-11118"X 3-118"X 12 FINGERJOINTED PINE TREATED E 2D / 6 21 ODL LIP-LIT ME LASTIC Ow w NOTE 2 / NOTE 2 m 22 1"O.V.A-INSULAow TEMPERED GLASS CLASS o m 23 16 Ga.7116"CROWN O ONG STAPLES _ _STEEL O O . / 24 CORRUGATED NAIL 112' /i6"25 GA. STEEL -v O q / 25 KWIKSET LOCK SERIES 400 STEEL 26 KYJIKSET DEADBOLT SERIES 66 O'T STEEL z w r 27 #8 X 2'PHILLIPS FLATHEAD WOODS STEEL aJ w s 28 2X WOOD BUCK GRADE 2 SOUTHE LL INE _ WOOD twJ.l"� S O" C D (NOTE 2 29 NON-COMPRESSION SHIM WOOD r D m Z O 35 314"MAX. I 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pc SI FG BY JELD 4EN FOAM c/20 m �m PANEL WIDTH�I 31 STEEL DOOR PANEL SKIN MATERIAL A GALVANI FIBERGLASS 7 q 3 A-525 COMMERCIAL QUALITY 0.02 N.THICK.) z SINGLE UNIT(01X) 32 INSWING VINYL DOOR DOTT LEEP VINYL S O — ~ (INSWING IMPACT DOOR WITH 33 CORNER PADS 2",LOCA T THE BOTTOM OF EACH JAMB LEG FOAM a O NON-IMPACT TRANSOM) SETTING ON TOP OF SILL,BEHIND THE WEATHERSTRIP ggm 34 OU75641NG 7H OLD AFCO MODEL 117TH973 6063-T6ICOMPOSITE LUMINUA9 m� 35_ MULL POST E GLUED FINGERJOINTED PINE NE 36 318'RO tD SCOTIA pLq LL =40 37 SIL __E BEAD_DOW 1199 SILICON_ O=F 38 D 1-114'X 4.112'FINGERJOINTED PINE LVL w w(z OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM 0000 OOm- 40 ASTRAGAL BOLT 0.313 DIA. _ _ STEEL 1 p O w`n ul 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD =o 42 11116 O.V.A.INSULATED 11W ANNEALED GLASS GLASS 43 VSTEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER ALJSEALENT w 45 GLAZING CLIP _ CELLULAR PVCNOTES: v o G 46 SASH CELLULAR PV 1- ALL VIEWS FROM INTEF uU1� 2-MASONRYANDCONCRETE STRItQSIbN. 2i� 47 STRIKE PLATE GLOBAL STEEL ����$F.NOp�iI m�¢z 48 DEAD BOLT BACK PLATE(SINGLE DOOR SYSTEMS ONLY) STEEL " -- ------------"------ '' �S oars: 12/31/09 49 BOTTOM ASTRAGAL INSERT PLUG GL{ OBAL} _ PLASTIC f ,Z-; � ( =.•�j ........._..--- - - ',-N �Tf: L cn:e: 1/2"=1' 9NG DG.LUDBEC_KE S.FREY J W 162009 _-_ —_ �— f©'ti Gcn•i/7�tF1rL��1:hNn.2!15)9 S,EET_G^ 16 "MIN. --1"MIN. NOTE 1 1"MIN - MIN.�- --1"MIN - 1""MIN NOTE 1 Y %m M1IN.-...-. -1",MIN NOTE 1 C6 i 1"MIN - - 1'FAIN -� { w 1"MIN -(28 41 1 - 1"MIN � 28 4� o 7TE 2 �- tJOTF t - NOTE'L \28 4 s Z „1.3_l /'�\.1 (p z r 2X� - v L .3 - -� 0 1� r m c �_ � 5 29 < m r �J 29 I - J y / 38 CE J lLL /_/ / a 36 43 Q SEE DETAIL A- r i D z Y �..�/ r I W Y F 4 x l SHEET 15 37 I O zw-, z F `�6 '1 �- � ¢ v SEE DETAIL A 3 l I F J I - 42 w t = D m n SHEET 15 = w 11/i6"O.A.-' O -1 1 7- r CD m z x ^N J ��4� W x LU y SEE DETAIL A :2J SHEET 15 44- d:2u SHEET DET --11 16"O.A. tJ u1 45 046 N X G St 15 -- x Z 37� j `� L N - L a u \ ' X44 N '� 36 37 i 45 46 '� w Lu z Lu w Z .... [� � .-�W G I v � �l/ D�q Vi F- /mil �- 's m c7 N g D' a //� /1 _----- o z Lai W X, 2 D W Y6 l I o K w w ,D D �� W ZI Z x z w x (5 Iw-X� m w - z F G = m"D 2 w d R w -4 WI S 2 KoZ N 7 -_ J w K al L7 G 30 z Z 90 10 ___ Ony .z ° alt - o �; - z o o -i z i 17 1`3\ O O X a a Ia h w w 2 g m cw9 w i -�,� \ I z z JLJL �/ 31 31 �- - `° w a m X28 41 �.- � .'.'_. 1 112" ..�...._... -.- _ o o o o 1 17 �•� 17 SEE N3 MIN. L o o po m EMB. v v w w 32 \� 32 \ w Z 1" a �� G 11 - 1"MIN - �-- _—...._ 1"MIN ...____...._-... `c+i o 4 r -- MIN. o'D 28 41 �y-"•"' L 1 112" y,-= _", :1; VERTICAL CROSS SECTION DOOR/TRANSOM TYP. VERTICAL CRO ECTION.ROItO"Wysom TYP. SEE NOTE 1 MIN. a �/WOOD FRAME INSTALLATION '•��J tdASONRY AND CO `F.'I •A 9> ' m 2 Z ��. EMB. �_ -- ---- I- - � r _ 'w~.�, •��('i '.; O% LAIL: 12I31l09 1"MIN I ` � I ' - '! (7, y7 scue: 3"=t NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS $ I 1" '' \r ' LONG AS MINIMUM ANCHOR EMBEDMENT =*<t_ - * = a+•T.eG.LUBBECKE 1"MIN I- I� MIN 1'MIN ---I DEPTH,INTO MASONRY,CONCRETE,OR p r.Kn nr: S.FREY A VERTICAL.CROSS SECTIONTYP' WOOD IS MASONRY AND CONCRETE INSTALLATION N TI NALLROW ANTI OM C NERD OF JAMB. 4 WOOD FRAME INSTALLATI / B NOTE 7- OPTIONALLY,ANCHOR CAN BE PLACED t 4 Y JW152009 rare.c„n�e�W,iJ�1A�1•h ti+o.]y51L =_er A -9Z iFs_ m-' 1"MIN. NOTE t p, _. -- 1"MIN T N j 1'MIN - ` �` o L MIN. 1'RAIN _ NOTE 1 I 1 X 2B 41 w _ m- MIN. --- 1"MIN --- 1'MIN 1 z 28 41 I m- 1"MIN. NOTE 1 ?w - -'1"MIN NOTE 1 x I < -....__ Y ,..� 1"MIN i- 1.__..... _.I= 2../ j a `'^ F `=_7 1"MIN '"' 28 4� z I �� ?8 .411 a� 1.. co r I JJ I --. n �_ I r--� co 29 i o SEE D�TAILA=�L ----- i = O iY it ' I I � 1 1....._ J J J LL SHEET 15 37 . 4 O w x�i 36 43 r _ 1 \ -- `�� Z O J 42 x iBJJ x SEE DETAIL A- - - Id N g = C7 SHEET 15 36 43 1 \\ _ W ca 11/16"O.A. o f v- / u Z 1' w C x - I I L9 w �Y \ SEE DETAIL A- w Y =?t Z K I - w = 371) r36 43 1 Q f-T w , 37 42 x w \J \Y SHEET 1�._ � 2 Q a X ETAII A 11116"O.A. ¢ J g 11 p t� Lo 37 45 46 N ¢ ET 15 ..._ g O ¢ \_1 �.i '�.. W 0 Q ixC J ��/ n -J= 44 \ N o a O 30 3f 1 /� 16 m Y d 3 37 45 46 ,� X Q Ul -- 0 / m ---1- X I 0 30 w \ N X 21 O n w \ 38 r M 1'O.Ar K X 221 w w O \ ..__ 1_ •ti. SEE DETAIL � _ p w `\ I O O � w SHEET 12 \ _ io-t 1"O.A.- - °-°J O p U) w p d SEE DETAIL A w a O D a w 22 o SHEET 3 m o co)2 r \ { 22 ---- 0 x Z a0'. r ( 36 _ - 37 _ o_iTj U ...... ... ....... -- --__. 21 — 21 ...3. 16 37 1 �a r�a Iw-X� 5. 163 31 Y rn O O3 t // C7 a ` _ cD n. cr, w tr 17 21 17 N� "'O�� z �c 21 I 0 30 C7 \� O F—cd z o SEE DETAIL A 2 O w 21 !`\ 330 37 \\ _ 30 1 w O z SHEET 12 1"O.A. F I a O m \\ z 1"O.A.- E a> r o SEE DEVIL A._ o �\ 15 ct \\\ SHEET 12 \Z 11 _ g -w 0 Lu 2 2 r 22I --\ -- 41 28 " - { 1 112" ._" 15 x 4 O (2'\ r a 21 r I SFE NOTE MIN U) Eh 13. 9 <` n o w z cn 31 a 31 \ < 6 1"MIN I 4_I.� ` -_i I o 00 W n O d YI 1"MIN t- �- 1"MIN. -{ 1"(v11N I woo W 17 'F--- N IY L" 1 VERTICAL CROSS SECTION SIDELITE TY N� 17 -C7 5 NJOOD FRAME INSTALLATION D VERTICAL CROSS SECTION SIDELITE TYP. F- 30 m 5 MASONRY AND CONCRETE INSTALLATION 37 30 W ��w \` z NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS: MUM ANCHOR N o 2 � 1 15 EMBEDMENT DEPTH,INTO MASONRY,CONCRETE, OOD IS N MAINTAINED. ```tttUUntl�ii F 7�''��/i m<Iz 41 X28s" 1 112" �-- Y / ` t ' P aazc 12J31109 SEENOTE'I 1 MIN. - -._.-.-. a �� t!r� Q - -} EMB. (�- - ° ° Na;73r`7$�' _ U. L: 3"=1' 1T' 1°MIN omc.rG,LUBBECKE --{ 1"MIN I �- i"MIN. -1 1"MIN --{ �O f-y�I 1r,'2�W ti ur; S.FREY UkA�YI'!,i NO,: (/A _VERTICAL CROSS SECT -IDELITE!TRANSOM TYP. VERTICAL CROSS SFCTION SIDELITE lfRANSOM TYP. /i y`S��uaro n \\ JW162009 \.T�WOOD FRRME INSTA ON yi` A - I 5 MASONRY AND CONCRETE ENS7ALLATION ���� 'yj iM sn sreEi 5 or 16 Firer SHIM rHK. 1 112" 1 114" MIN.EMB. (3 MIN.EMB. SEE DETAIL A � � �1 1�,, 1 1J l � SEE NOTE 41 SHEET 15 SEE NOTE' V 114"MAX.SHIt'l) 1"MIN. J Q /----- SEE DETAIL A THK.—I( / I + w m p SHEET 15 VIN. �1 1g�10}�`�. F J N _ \ ' 1"MIN. ` 11 1"MINC, Z p -i� 30 3� 20 \ 31 �1 -:\ �.' ;� 5J w - W D-m INTERIOR 1B� ' LNO N WINACTIVE TIVE 9 1` u 30 INTERIOR 7 'S < .. 11 BLO �\ R w 1"MIN U J 28 41 EE NOTE 4 <= A HORIZONTAL CROSS SECTION_ {� c_ HORIZONTAL CRO ECTION 1 Y D- 6 VIEW AT ASTRAGAL INTERIOR, 30 7 O 2.9 'lJ 6 VIEW AT[DOOR CHlSIDE JAMB 6 i,`X` (WOOD INST 114"MAX. B HORIZONTAL CROSS SECTION 114"MAX THK.-- — SHIM THK. B VIEW AT DOOR HINGE/SIDE JAMB SHIMz 1 172" SEE DETAIL f+ ui(MASONRY AND CONCRETE INSTALL) MIN.EMB' 1 1!2"_ SHEET 15 0 � O SEE DETAIL A w 1 114" MIN.EMB.. w/// O w O SHEET 15 N11N.EMB. /` OO c m 1"MIN. ! / 28 49SEE NOTE 4 37 31 30 P1 _ 1!4'MAX. 2 m N O 31 SHIM THK. I 18 `1 &'? 0.0 v r I 10 78 I It SEE DETAIL A z Z ( O z 81 MIN ,5 1`MIN. t� 4 - SHEET15 1 _ F w M I. .. t"MIN. 6 w X F- � O w f1, _ t ���. FXV m N O 30 I r I t0 \ 12 SEE NOTE 2 K 0 0 :O N SEE NUTE4 28 4� INTERIOR._ 0=O y < O 6 9 5EE 41 28 29 36 4 H m o z INTERIOR w z NUTE4 z F HOR17_ONTAL CROSS SECTION 000 < O I"MIN� • ,cr'''S.iC. t;,..::�:.,•. s a Z 0 HORIZONTAL CROSS SECTION a' VIEW AT FIXED PANE USIDE JAMB fi VIEW AT DOOR HINGE/SIDE JAMB >� (WOOD INSTALL) B 30 INTERIOR l NOTES (WOOD INSTALL) N ml 114"MA 1 114" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w 1 114" E HOR TAL CRUSS SECTION Sl THK. MIN.EMB. &15. z w 6 VI T DOOR HINGE/SIDE JAMB 2.SPACING FOR ITEM 412 FROM TOP DOWN: z Z Z MIN.EMB. + ---Iwl MAX.SHIM THK. SEE DETAIL A SONRY AND CONCRETE INSTALL) SHEET 15 �l z 6 28-,*+a',50-1,73-}'. 0 i F- 29 SEE DETAIL A J I s ? 3.ASTRAGAL SCREW SPACING FOR ITEM#27 w O a z 4) SHEET 15 1j AX.SHIM THK.- 1 112" 37 ( \ -!` a FROM TOP DOWN:2".3-3',20',?.4-t'.54-i 59" O n u ii O DETAIL A ,4 21 30 3 i v T 75-}"&78-j.". 0 U w L d_ N.EMB. 18 �\ I 4.1X BUCK MAY BE UTILIZED AS AN OPTION w o 0 w 21 SHEET 15 18 31 d0 22 22 ` z AS LONG AS MIN.ANCHOR EMBEDMENT ?o e I 4 2i 30 3131) `7 � EPTH,INTO MASONRY,CONCRETE,OR - z z 22 r ? DD,IS MAINTAINED. 5.TA N(ITEM 49)ANCHOR SPACING SAME N a F > 2 s INTERIOR ASW ANCHOR(ITEM#5)SPACING. o w 0 6. rt ONA ANCHOR CAN 10' IN NAR �j I DOR i SEE NOTE 2�1236 43 2H 41 (JARROW SE NOF H� gA' m E O :+ 28 41 36 43 TS 2 12 SEE NO4 2 EE NOT SE TE GN p GAPE- 12/31/09 12 SEE NU4� <`�, SEE NOTE 4J- `; O INTERIOR Ecce: 3•_.t, 36 43 29 28 41 VIEL!AT FIXED PANEUSIDE JAMB SEE NOTE4 I HORIZONTAL 29 d2l `RIZONTAL CROSS SECTION ,*`�`N ..f3 1J. ; + _ -v ^_ D•AG•06.1-l1BBECKE (MASONRY AND CONCRETE INSTALL) 9F = CHK.m: S.FREY G HO NTAL CROSS SECTION ' 6 AT FIXED PANEUSIDE JAMB H HORIZONTAL CRDSS SECTIO nrawnauwc IASONRY AND CONCRETE INSTALL) VIEW AT FIXED PANEUSIDE JAMB % E�l�'umnrn s JW162009 r (WOOD INSTALL) L•;rR'L)' �Orre:ri FtlA�I,l���zrrn s.�ea�GE 16 1/4"MAX 3' 2,) 1 112"MIN� SHIM THK.TYP. 6�) SEE DETAIL A r3i)8 00(10) EMB.TYP. '�:> 31 00 C2� I SHEET 15 21 19) 18 C> Ql 0) C44) > of --------- All 1 5 Z 0 Z \\�l)2SEE NOL E 2 IO SEE NOTE 2 12 36 36 430- LL C'J 6 w w M 00 co ( A HORIZONTAL GROSS SECTION SEE(� 36,43 Jr 37 � HORIZONTAL _J AL CROSS SECTION 7 VIEW AT HINGED PANELISIDE LITE AT MULLION NOTE 4 SEE NOTE 4 Lo Qj VIEW AT FIXED PANEUDOOR LATCH AT MULLION M Q-e HORIZONTAL CROSS SECTION W r- �4-J CL 7- VIEW AT FIXED TRANSOM (WOOD INSTALL) 114'MAX 1 1 w z 14"MIN. SHIM THK.TYP. TES 0 EMB.TYP. 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 Lou 6 Lil 38 SEE DETAIL.A-\ Lu u 000 xu > SHEET 15 &15. cn 17 \' 2.SPACING FOR ITEM#12 FROM TOP DOWN: o b z 1 0 6< U) 6",28-j".50 7. 73-1 0 46 3.ASTRAGAL SCREW SPACING FOR ITEM#27m u 16 lYY FROM TOP DOWN:1',3-2"',20",24,1%54,1".59" 0 a: (L < 75 &78-�". lo z F- Lw" 4.IX BUCK MAY BE UTILIZED AS AN OPTION 0 AS LONG AS MIN.ANCHOR EMBEDMENT >e.0Q Li fB rc DEPTH.INTO MASONRY,CONCRETE,OR u)'6(9 w 0 nf_z a: WOOD,IS MAINTAINED. D 36 43 ':� Fl.TAPGON(ITEM 49)ANCHOR SPACING SAME 6 O'b M z C29 37 29 As WOOD ANCHOR(ITEM#5)SPACING. Iz 0 6.OPTIONALLY,ANCHOR CAN BE PLACED IN ej) 0 9 NOTE 4 TE SEE 41 28 INTERIOR 28 NARROW SECTION OF HEAD OR JAMB. z HORIZONITM r*nQq SECTION < -7. VIEW AT FIXED TRANSOM ----Lu (MASONRY AND CONCRETE IN 1-11 Z9 ul 114" 114"MAX. I lt2'DETAIL A w 0 a-en MIN.EMB. SEE MIN EMS- • 0[Li- 114"MAX. --SHIMI THK SHEET 15 1 114'MIN.EMB. w Z SHIM THK. 1 112" SEE DETAIL AIL A c'C?w MIN.EMB.—I 3 > SHEET 15 Q3 r 20 3Dl 31 10 1 2, HI& 1 2 3 (19 2 20 SEE DETAII SHEET 15 10 OPTIONAL MASONRY A ONCRETE INSTALLATION w ti z N1 � `o FOR HEADERS AND JAMB6 z z 0- z -Z GE tttuUlT z w SEE NOTE 5&6.THIS PA F tv 9 01�1- Ul- w toVf"Tc: 12/31109 , sc 3'=1 21 NTERLOR C2 9) 74, - * - -- 0 DW;-118 LUBBECKE 29 SEE ATE 4 28 41 SEE NOTE �28 41 -u 9T/\T,iwS.FREY ' N"'(5A'j " 9N, HORI AL CROSS SECTION HORIZONTAL CROSS SECTION JW16200.9 \�7 VIEW AT DOOR LATCI IISIDE JAMB (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) ---74"MAX.OVERALL FRAME WIDTH 64 112"MAX -__.--64 I/2"MAX O.V.A WIDTH--w.__I r z_( ...------._ .._...------ ..._-.___..._-72 114"MAX.PANEL WIDTH---{ OVERALL WIDTH II _ 35 3/•1"MAX U --56 112"MAX.D.L.O. 36 3'B"WiThl -'� -�- PANEL tiVIOTf I ASTRAGAL I I q I < \ - �� --- --- NOTE -4 O H J25 R w i j �26 S` \ z LU t1 m I x c� w �� W - 2 co ``� \ a o lr \ W im`_ X w �� `(� ! 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J� z FRAME WIDTH _ PANEL WIDTH i PANEL WIDTH N x O m� 37 112"MAX O.V.A. w I 51't.7AX - 31 1/2"MAX.D.L.O. -- FRAME WIDTH TRI UNIT(010X0 U,- `ULi D OVERALL WIDTH I IF I ) x z N O (OUTSWING IMPACT DOOR WTH O b a -� \ ----'--- — NONIMPACT SIDELITF_&TRANSOM) z Z 0 IL IQ \� r NOTE 2 x 26 ' - \ 26 F (13 \ 0 z r l c� O w x _ \ w z0 W o F = 26 = w 25 \ J m a g j J \ 2 U=_ J p b 1� J^ 7.5 ` \ � LL < z .. w Lu NOTE2 7 1� w �` a V p o�Q�o L NOTE2 0 = �\ `` pvw- Nj / X W C' (- / I C WOOrj S49 S N I < O �% 1 g -NOTE 2NOTE 2 _ T'MAX. / MULL POST m lI D.L.O. z o n I / °NOTE 2 NOTE 2 o, NOTES: a o � 1- ALL VIEWS FROM EXTERIOR. 12 ` 2-MASONRY AND CONCP4,T1ik R MTWCTION. 11 N NOTE 2 A / NOTE 2 A B i� r�.'��C t? �'"P�: WE: 12/31/09 12"PdAX. I NOTE 2 -..----.-_. - -.._._ -.__- :/NU/ 76 sca,.e: 112"=1' 35 314'MAX. ` i .* — PANEL WIDTH 35 3/4"MAX — D PANEL WIDTH— = *f:_ = D'•vc G.LUBBECKE PANEL WIDTH NOTE 2 9 = o ^�STATC � 35 374"MAX. Z�i, r r ru � cr+x ay: S.FREY DUAL UNIT(OX) PANEL WIDTH SINGLE UNIT(X) Op"yL(�jg1 puwmnnn.: SINGLE UNIT(O/X) i k+*+�t}�,;9c•� �_�.` (OUTSWING IMPACT DOOR WTHIMPACTDOOR OUTSWING IMPACT �i S� m Ea �a� �� JW162009 NONJNIPACT SIDELITE) (OU NONNItCv1PACT TRAhI ONIVTH S y��t cc `tivh gg h,F dd 16 ) _ Ppl'Ce,:+1PJ,w+�;1�D++wa zeve swE=C-H.._ur .L'MIN ---- (ri MIN — - - _ —1' MIN, NOTE 1 NOTE 1 --I� - MIN. ---1"MIN �g ' NOTE 1 Y L MIN. —{ --1"MIN xY v I NOIE2 NOTE N'OT?T I' ! l/26 Awl z 2 1'MIN {I� / qlj i 1.MIN '- �� �28 441 41 28 /•_ -.�� ^ a '/J •`-' r_ t I �/f I (5 ✓ 1 .b� T' _ '' r d. gt 4 co 2 36 %_ 3o A3I _ s 0 Q J d� SEE DETAIL A w L XI= j - . ly63\f I Z a Q LL N SEE DETAIL A 0 Q _7 �.__/ 16 L- SHEET 15 (97) O w = W m SHEET 15 �6\ I_ 42 = w r_g /�. .—_...._._.. ! _ W Y 2 w to' / i'J 11116"o.A.- - Q W z _ �7J J ��/ i w D r- (n SEE DETAIL A-' 10 a LL SEE DETAIL A o xx —11,16.O.A. W r- Q 2 SHEET 15 M1A iv x ¢ SHEET 15 z M Y D- 45 46 37 S G Q LL iv 2` d 404 U) 038 37 45 4D W O 0 F- t w W = o om w 16 rc ws cv ZI W WW W c = F X V cr 4 z l z O 16 I- rn O w a wa 30 w 30 10 (b z m 0 LD Lu _ Cr� a r3l z 31 w z bz N //�� rn 117 m a 17 �� .. W a a p a O s0 30 0 w 2 10 O\ wI \� A A w 31 31 �34631�\"'�, zZ C4 39 \ ¢z z 17 `\ \ 28 At 1 wpaz SEE NOTE 1 9 0000 ul 1 ow Z w 3M1 39 \�\ 1"MIN I(� od 3A 39 \ '2 t 1"MIN--� to L, 1�� �i� MIN. } w 28 41 \ _ _D VE__RJCj�I,CROSS SECTION DOORIf,RANSOM TYP. (�.r`o Q �--� iMASONRY AND CONCRETE INSTALLATION SEE NOTE 1 I g � ( ��VERTICAL.CROSS SECTION,DOOFLTRANSOP.1 TYP. 9 cli WOOD FRAME INSTALLATION n _ 1111!/JJJ - m 2 z J—In 1213110., '"MIN �/" ��� �E r O,4 Ji/ oars: 9 1"MIN 'w l 1�" _ NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS ��:�GEN� �p 50"(E 3'=1' MIN ---- LONG AS MINIMUM ANCHOR EMBEDMENT Z { '. k,u.NS LUB13FCKE A _ DEPTH,INTO MASONRY,CONCRETE,OR N �/3f77�3 V�P,TICAL CROSS SECTION DOUR TYP, � S.FREY WOOD FRAME INSTALLATION r WOOD IS MAINTAINED. = ( w - VERTICAL CROSS SECTION,DOOR TYP. ��?JYA q en(w+cno. 9 MASONRY AND CONCRETE INSTALLATION NOTE 2- OPTIONALLY.ANCHOR CAN BE PLACED �qr' �• �. IN NARROW SECTION OF HEAD OF JAMB. _� Ay{_gyp' ; JW162009 - - ---------- --- -- - - --------- rd- 1"MIN. NOTE m 1•' �_._- ...--�_ 1"MIN - - - - Y v w 1"MIN I- 28 41 v w N. 1"A91N NOTE t m -' Iv11N. 1"MIN -- - z - 1`MIN g� L, r w 1"MIN ZB 41) m- 1"tv11N. NOTE 1 w .` NOTE 1 _ - ^r� }� _ / 29 2II -i-.� -, N -_�_-1„MIN j`2A 4i a "MIN -�9 J J Ul 29 j - 2s --- - - - --.._.... -..._._ o 6 43 SEE DETAIL A /-� _ Y - i" \`�' SHEET 15 37 '' O Z N 30 tt �) } Z O J �} 42. 36 43 } = EE DETAIL A Y � � 1 a J w g ` _ = t7 SHEET 15 / `f 31J W Lt- C'j 00 11/16"O.A.o N !37 �42--......_....-_f W tu 37 - 'SEE DETAIL A �3E3 43 LLf °o _ S Q w S W SHEET 15 Q Q r� SEE DE PAIL A _ _ X Lo 134 -` XX SHEET 15 _ 11/16"O.A. ¢ W w g1 16 �7 <± 45 46 N L '-� - -! Q '/ .. �16 W N ¢_ `37i �44 `1❑ a r[ g 37 M Y D �38 } N 45 46 �. X �� 37 z 21 1"O.A.- - O X 30 _,_.__� WO 3$ EC Q.E[AIL lL.. - w 2 L� 27 1„O.A,- -- o o p w W I\', SHEET 12 x m w `-p o0U) cn 2 w _p SEE DETAIL A_ _ o SHEET 12 w a 036 43 22 I 22 a O X(D U `• �^� - z J 37 36 43 /21 -- -- } 21 _ } } w^ < 2 J V 31 n t x 0 O r30 37 - p16� 77 (7a f1 a =�z co w� 30 _ w f C-- c.7 O z z 21J 1"O.A.- o Xi �211V 30 37 3p w O z L SEE DETAIL A - z � �- p z al a 20 o I -� w z) J 37 31 34 39 31 i SHEET 12 X ,,, SEE DETAIL A � 0 39 M SHEET 12 < _ \\ I LB 41 ~ wLd T_E O 201 , 21 / } n Z 1 �'��\y } ! a- a o rr O M v l }- 1"MIN. - 1`MIN I I Oo v0 w 0 17 (D(L - 1"MIN - -I`Z� w wooer \.7 ���� a \ 0 1p (9 � C L Dom` VERTICAL CROSS SECTION SIDEUTE NP. - 30 37 3� w VERTICAL CROSS SECTION SIDEUTF TYP. 1 D MASONRY AND CONCRETE INSTALLATION ` /1 70 WOOD FRAME INSTALLATION w S 39 37 _ 34 39 31 o 0 \ ` N E 1- 1X MAY BE UTILIZED AS AN OPTION AS - r ,�ttuuur LONG AS MINIMUM ANCHOR EMBEDMENT S F. r��� 20 41 DEPTH,INTO MASONRY,CONCRETE,OR ����E AIO '�i 1 m<z 'WOOD IS MAINTAINED. _- w L 1273110=9 SEE NOTE 1 SCALE: 3' w 1 ' owc-o&LUBBECKE TATE OF = 1"MIN �— 1"MIN. —I— 1"MIN --I W CH<BY: S.FREY 1°MIN ---I ^��nc+••�rr"' i53 ru DRXMNG11!1: A , B '�Sr4�UtA;{jG,t �.� JW762009 VERTICAL CROSS SECTION SIDELITE(TR SOM TYP. VERTICAL CROSS SECTION SIDEUTE ITRANSO, TYP, aj� ,p p _•wz�)x �,,D i WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION J 2J SHIM Thi K. 1 1i2" 13 10 _ " — MIN.EMB. 0 1 1111SEE DETAILA 1 1 - co 19 (g� � 3n0 SEE NOTE 4(g g1 1 �MIN.EMB. SHEET 1.5 �\' ; I -� ci r- SEE NOTE 327 \ L.- `-' 1/4'MAX.SHIPA I \ \� \ 1'MIN. _J fL THK.-- _�__...._............... Q SEE DETAIL A I / { C1 /, cr / SHEET 15-'� / 1"h11N. `. �7 ���'`�.. I F V 2 J ut 1"MIN. + , oj 1"tAINZ Z Q Q c 30 31 2p �� 31 s\ 1,\�, w Z W LL m EXTERIOR J Q to 10 I o ' U) W YQ °O 1'MINz I EXTERIOR._ O _j Q INACNVE AC E to ) 9 30 �, g2E Ln '} N'I"MIN �f 6� \2� 28 41 EE NOTE 4 _J N Q= "Ll) C HORIZONI AL CROSS SECTION co Y d A \ HORIZONTAL CROSS SECTION -���-- �� - t 1 VIEW AT ASTRAGAL EXTERIOR 30 7 29 A 1 t VIEW AT DOOR LATCH/SIDE JAMB (r O (WOOD INSTALL) 114"MAX _ 1/4"MAX. f B 'i HORIZONTAL CROSSrA SHIM THK.— . 1 112° SHIM THK. \11 VIEW AT DOOR HINGB SEE DETAIL A w MIN.EMB_ / (MASONRY AND CONTAL 1 112" _ /1 SHEET 15 0 I'MIN.. 1J SHEET15 A N�EMB.� 2A q MIN`EMB. ,4/37 uli O F /J �31 30 21 O Z v) i 1 s 2 °?N L O S }}[i Z 18 O t7 ¢v 10 1A ( f DETAILA Z p,Y? �w 01-MIN 5 i'PAIN. n i TI5 °tl O U Zj i. i.. � � � ... 1"MIN. 31 ---_.--- -FI8 �SEE NOTE 2 X Z U7� 1"MIN EXTERIOR F O aCO SEE NOTE4 28 4� \. Z 9 SEE 41 28 29EXTERIOR w HORIZ_O TAL CROSS SECTION1°A-0IN NOTE 4 FoHORIZONTAL CROSS SECTION 11 VIEW AT FIXED PANELISIDE JAMB 11 VIEW AT DOOR LATCH/SIDE JAMB 29 0EXTERIOR (WOOD INSTALL)(WOOD INSTALL) ' rn g m NOTES 114"MAX. 1 114" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w 1 1/4" f J=_1 HORIZONTAL CROSS SECTION SHIM THK — MIN.EMB. &15. z Z Z MIN.EMB. Y --114"MAX.SHIM THK, 11 VIEW AT DOOR LATCH(SIDE JAMB �- 2.SPACING FOR ITEM#12 FROM TOP DOWN: _<O (MASONRY AND CONCRETE INSTALL) SEE DETAIL A 29 .__ SHEET 15 6°,28•°,50-'N".73-}". w U a cr; 29 SEE DETAILA \ 4 y Z I c 3.ASTRAGAL SCREW SPACING FOR ITEM#27 o w 0 z q SHEET 15 114°MAX.SHIM THK.-- — D 1 0000 z _1 1t2° FROM TOP DOWN:}",3-p'",20",2q-;".54-}',59" U O�, -� 3 SEE DETAIL A -1 MIN.EMB. 31 37 75-1"&78--", w U w w r 31 30 21 22 SHEET 15 37 AS LUNG AS MIN \ 22 21( 30 tp "r''-'( 4.1X BUCK MAY BE UTILIZED AS AN OPTION F o wx ! D 18 21 30 31 4 .ANCHOR EMBEDMENT n n z DEPTH,INTO MASONRY,CONCRETE.OR 22 18 I g WOOD.IS MAINTAINED. w \i� Z `. y � E.TAPCUN(ITEM#9)ANCHOR SPACING SAME �o sT - 5 z s EXTERIOR ` AS WOOD ANCHOR(ITEM#5), FACING. Q 6.OPTIONALLY,ANCHOR lylQNt(� M'AU&D IN O _ EXTERINARROW SER OR �1 CTION Qcf` ° AY !ice m 4 Z 2A(4� 36 43 12�SEE NOTE 2 SEE 2 _ L SEE NOTE 2 12 36 43 28 41 E NOT �2 ` o"re: 12/31/09 SEE NOTE 4 _�Z g SEE NUTS 4 Sam r.: 3'=I' EXTERIOR 36 43 29 28 41 SEE NOTE 4 11 HORIZONTAL CROSS SECTION 11 VIEW AT FIXED PANEL/SIDE JAMB __ aNGAG.LUBBECKE (MASONRY AND CONCRETE INSTALL) TftI:@(�) (� cw av: S.FREY G HORIZONTAL CROSS SECTION IO�'•ryr,G. `sJ,P,'cti:, H 1 HORIZONTAL CROSS SECTION},F °° +�,,Z,` oumucna: 11 VIEW AT FIXED PANEUSIDE JAMB F (MASONRY AND CONCRETE INSTALL) 11 VIEW AT FIXED PANEUSIDE JAMB - �riay�``+`�'lQAPR S.. JW1fi2009 (WOOD INSTALL) rrr -,e ,.f1.,�3 ? core.r, AT M78 _ s�eTll_aF 16 ----114°Li ix �5 —SHIM THK.TYP 35 , � -� ` 1 112"MIN. J! SEE DETAIL AI',0 EMB.IY ,31 •51) 2 30 2�131 SHFFT 15 IT 19 22 coro22 ' \f �) \ cS —Z a t 1111 �J`�} 1 46 t } J 11 C 12 SEE NOTE 2 SEE NOTE 2 12 (2 5 ` v` �° 5 Z O J 1 36 43 36 43 `� 20) EXTERIOR + v - d <L.LL N EXTERIOR t ` EX_IT'ER_IOR W ao_ �, HORIZONTAL CROSS SECTION SEE 4j 2�.B)(�36 43 �'7 �J B al < ¢�, \t2 VIE �T Ii1NGE�PANELiSIDE LITE AND MULLION B_ _HOR120NTA�CROSS SECTION NOTE 4 SEE NOTE 4 0 un 12 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION co < I HORIZONTAL CROSS SECTIO_ LU 1.. VIEW AT FIXED TRANSOM 114'MAX (WOOD INSTALL) 1 114101N. -SHIM THK.TYP. .--_ 114'MAX. w EMB.TYP.+ O , SHIM THK. a 3B SEE DETAIL A ___ 1117, NOTES SHEET' 3B MIN.EMB.— SEE DETAIL A w„w I 1 -SHEET 15 FSO 5 ANCHOR SPACING,SEE SHEETS 13,14 0O� Q z51 ns l L I a, J 2.SPACING FOR ITEM#12 FROM TOP DOWN: 004 zw Q 44 42 •.� 10 19 2.5 20 6'.28-K'.50 I',73}". ',��N U a: ,.i / ` 3.ASTRAGAL SCREW SPACING FOR ITEM#27 O K(D p[1= } • !! O`TZ OU d d ` 1 I FROM TOP DOWN' 3-j'.20",24-x'.54-}`,59" p.n =y H z • z 7S- &78-°. a Zn g rl i �•, M 4.1.X BUCK MAY BE.UTILIZED AS AN OPTION iw-X O m O /%/ m�0 w // AS LONG AS MIN.ANCHOR EMBEDMENT T m Om N `° jj/�j%%/ ;, DEPTH,INTO MASONRY,CONCRETE,OR Z • f% t J 29 45 36 43 45 37 29 WOOD,IS MAINTAINED. 0 0 50 1 2 30 ' EXTERIOR 5.TAPCON(ITEM#9)ANCHOR SPACING SAME o SEE J1 2B EXTERIOR 29 41 SEE SEE NOTE 4 28 4t 29 AS W000 ANCHOR(ITEMS)SPACING. 0 0 9 NOTE 4 NOTE 4 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN n U < a a _ L CROSS SE t_�_ 1 HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. 12 VIEW AT RANSOM 12 MEW AT DOOR LATCH/SIDE JAMB ccn-q�'m (MASONRY AN CRETE INSTALL) (WOOD INSTALL) _ t A41N. 1°MIfJ, - V MIN I- z R O 5 loo 1 Er1 114- UOn1/4" 1!4"MAX. SEE DETAIL A MN.tw-MIN.EMB. - SHIM THK. SHEET 15 . A . N mZ O o v O oOw> 3 i1 - 20 -'-MIN 112"GLASS IT BE ,14`MAY. 1 2 3 4 F " 10 19 25 � SHIM THK. j \ g ) _ �n _ 118"TEMPERED SEEDETAII.A D SHEET 15 zW ? / I OPTIONAL MASONRY AND CONCRETE INSTALLATIONF ~ ¢ cJ^O Z �w 4 ;��//�� �/ 1 314° 314°AIRSPACE SEOR HEADERS E NOTE 5&6nTRIS PAGE ``a,,% $JAMBS1F.1 NrJ`'1�i m< 2 w �� L } 48 2" 3 118"TEMPERED r 11G��§SF .�O - 12131/09�._ EXTERIOR INTERIOR q (: ,�-I* / * = mvc W.LUBBECKE SEE NOTE 4 28 41 GLAZING DETAIL A ? ^'S�Tl�TE qr W a+ce.: S.FREY SCALE:6'=1'-0' I F t HORIZONTAL CROSS SECTION 12 VIEW AT DOOR LATCHISIDE JAMB �� S'�' D r'"`-�� �- JW162009 (MASONRY AND CONCRETE INSTALL) f'UPt.Gxt.Q�6.(114M4,itM.:ZETP SNEET� o:° �6 r -- -- --- - --- --- .......-........... I 59 1/2" -- 39 314" 7 1!2"-f---- t i SEE DETAIL E SHT.15 { (1301 H JAMBS) j --81 3u"MAX FRAME HEIGHT(INSWING)) 80 112"MAX FRAME HEIGHT(OUTSWING) {N j 5' 5"TYP I Zj Iccm m -4 !17 ' Z)z � O(n�o 1 � co :;en I i� XO co - I I! I N 14`MAX.O.C.TYP. 1 im -1m 1 u.m o ,nt a 0 {4 14"MAX.O.C.TYp. II II r --� 3`TYP. 5 1!2°—I 39 3/8" C r --� to I m SEE DETAIL G t SHT 15 m I 95 1/4'(INSWING) I n j -941!2"(OUTSWING) _'_ 13 V2".— �I 3"TYP.—I --I 31 TYP:` i :n v y:E> 5"TYP. n CIZ -fi 11I _� m f ZO i N CG) - - I ` f / •I oGO �' I I I � N�i � ( •I c tn Z -�-� rnL -_I-z ac ��J c> w i 0 T ! tttttu n„rtr�r o -----69 3/8"-- — �s^`,��j��a1:>.. 39 518" ! 1m 7318"-- X X r- 71 SEE DETAIL E F r ,S s2 -n . 0 cn SHT.15 = m �f Gig'•...... '' .` m z �@ n111r`t a g i Q I PRODUCT: rn c_ 6 j n CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN.INC. j i .• (�I 6-0x6.8(XX)&5-46-8(O/OXO) a, r;-• INSWINGIOUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. 1 N C (n c: w c T m u o 8 10.27.+4 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 A m _ ° A 12.01.11 2010 CODE CHANGE JLA I� < F NO DATE DESCRIPTION gY ANCHORING LOCATIONS PH.541-882-3451 m REVISIONS INSWINGtOUTStiVING -- -------- 14"MAX.O.C.TYP- ---._.-._.� --� IF 11 SEE DETAIL G5 1/2' SHT 15 ---\_' 39 3.'8" cr ----— _.......------——— --tlm � .7m 81 3t4"MAX FRAME HT_(INSWING) �,, =o 81'MAX.FRAME HT.(OUTSWING) j n zZ >C'n --� 5'TYP. 5'TYP.—I ~n m ZOx —u m z0 GSA G);o N OZ — T 7t cn- C Zj - •�I > �� O- 81 3i4"MAX FRAME HT.(INSWING) CZ f c:Cz) 81"MAX FRAME HT.(OUTSWING) I Zz xz 5112"--'_f- 391i'2" I > fI — Z ; I 1 m ---1 j c: -4 SEE DETAIL G y I ( 5"iYP.—I �SHT.15 5"TYP. 1 i 69 3i8" ..T x rn M — 39 518" --- o O m —I '!-r-t7- I -< m �, -r{�• cn m 7 3!8" — > I 1 D m I I N SEE DETAIL E I ( - I I I I )—. ) SHT 8 i J ------ '- 14"MAX.Q.C.TYP. \ I I I SEE DETAIL E - =m 95 1/4" AX FRAME HT,(INSWING) _ SHT.15 j O 94 1!2 AX FRAtvtE HT.(OUTSWING) -�mo c— 1 /2"—+'�391!2" i 13 1!2' I D m 7 1/2"�- - s i 39 314" —I f-3•TYP. SE TAIL G 69112" SHT.15 ti .-- `---5"TYP w ,1" —I C { s TYP. 022 F;3 az 2> b - I I Z' Imo. i! I 0 Oz / If I 0 I� / I 14-MAX.O.C.TYP. zT ---m ,1. C I u:m ;n m x z I =m =im 1 o v v Ixco .1m Wirer. sr j > o SEE DETAIL E — I z y SHI.15 ---I �-3"TYP.y m 0 t . O C7r.Ta i a i m 39 3!4" x ``�tllaut,r,lj� 69112' Ax le PRODUCT: m CONTOURS STEEL DOOR,WOOD EDGE rt` z 0 6 0x6-6(XX)d 5 4x6 8(Q!OXO) JELD-WEN,INC. �a a En c w INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. m c „ m B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS;OR,97601 1 A_ 12.01.11 1 2010 CODE CHANGE JLA° n NO DATE i DESCRIPTION BY OUTSWING HORIZONTAL PH.541-882-3451 m REVISIONS CROSS SECTIONS SEE DETAIL I — 1 "C-SINK NOTE / 1-[ISE 910 WOOD INSTALLATION SCREW W1 1.50"MIN.EMBEDMENT —f>"TYP. WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&,JAMBS. m �� ;_.g•TYp ---SEE DETAIL D f 2-USE 3116"IT1N TAPCOLJ ANCHOR W!1 114"MIN.EMBED. > O 3"TYP. — ! WHEN INSTALLING INTO CONCRETEitv1ASONRY SUBSTRATF AT SIDELITE SILLS. L I �� DETAIL•A 3•SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN Ell IER THE 1 1i4"OR H to —- — -- --- 1 ----------------� ` ---i--!--- ..-- SCALE:6"=1'd)" 314"THICK PORTION OF THE JAMB AS LONG AS THE SUBST RATE EMBEDMENT U 2 J O I I I ! I I I I I / i w IS MAINTAINED. Z a W m Z Y 2 ao Z oo w I I j w 1 34 39 .12 y J Q n O " _ I m io p 47 p � to S rn w "' I a `� w \ 6 C) Q a n " vw �' ( fn �r W 2 Z_ p J .=+ ( V n � Y d G 1 3 4 L_ 1 ci IL I ,• 23 ASTRAGAL I x IN I ! TOP STIKE PLATE p 1 3 4 w Z8 oOO`o OF s a 28 SEE NOTE z I� II 5..,\.. 92 6 7 op� o fTYP. \ DETAIL B DF_TA11-JC_ o O o L I ` CORNER DETAIL AT HEAD CORNER DETAIL AT SILL 7 7 O Y z 9— �w MULL MULL / DETAIL E F X H p _7 a Q°d \ HINGE DETAIL °D O w U SEE DETAIL C ,a Z � w z I�� F poi Q a V 0Wn K !27 zZ O ANCHORING LOCATIONS TRI UNIT s Ov aINSWING/OUTSWING UNIT(OXO) JDETAIL SCALE:tt2'=1'-0" p ASTRAGAL BOTTOM :2 a>- INSERT PLUG(INSWING) m � DETAIL G #8 X 2 112." �JOr\ I 23 LATCH$DEAD LT STRIKE 47}—� O 1� WOOD SCREWS PLATES \ '`,` ¢LO TYP. w U a rn 27 0 — 0 11 z L) p 11 34 39 \ 38 — — OO w u0—i DOW I i 24 \ 27 J \ \ DETAIL �\\ 1 \\� I ASTRAGAL BOTTOM(UUTSN/ING) ry o ```{{{111111111j11 1. tLR NOTE(S): `���ep¢S F p �im<O 35 1-.ANCHUR SPACING FOR BOTH �CfEN.?CSC .QC) vale: 12/31/09 ClY4)_ INSWING&OUTSWING. t 2•SCREW 928 IN DETAIL C,NOT USED IN * sc^�'AS SHOWN \ f7--IT _ owr...1+G.LUBBECKE \y (XX)CONFIGURATION. o .-ST T.E nk r tY = DETAIL H G� c!.nr: S._FREY �,<.•'K.J� tlol�"vE.{V`� ow,vnna rm CORNER DETAIL.AT TRANSOM MULL FG rf,y"•lir JW 162009 /l. .uR^.^ .: L M1JLLPOST(SILLSIR!ILAR _u.._ — — ruecc���Alt.dkA�re.zasra S- 1=�F 16 _....------— ------._ 4 s 16° 1w .._._..._!--1318" 1 I-- -- -i ------._. 1 3,8M I } CJ m { i f i 1__. ) —I I- 1!2 m _ > O p2') 0 0 .a �( I-1 E -iSCALE:6" T-0" -- cCOMPRESSION 111'WEATHERSTRIP 1f8 ? TP RAILILE J lis"(Min) I ^11 ENDURA INSWING THRESHOLD -�I I— D6063 TS FL AND COMPOSITE VINYL%FOAM 318' HINGE STILE_-_ Z O Q 3 SCALE:6"=1'-0° SCALE:6°= CL LL cj 1'-0" LAMINATED VENEER LUMBER Z w ao J �`1 BUTT HINGE 4x4x12 GA.STEEL_ ;77 BOTTOM RAIL (LVL) w Y =o? "/ SCALE:6"=1'-0° 10 25 GA.STEEL SCALE:6"=1'-0" ? J Q "' "SCALE:6 =1-0 Ct 18 1$ 19 Q t� "�R m 13/4" - ////% _ N 4 518" �� w LOCK BLOCK FINGERJOINTED PINE 34 AFCO OUTSWING THRESHOLD w SCALE:6"=1'-0" 6063 T5 AL AND COMPOSITE 39 AFCO OUT�WINt;THRESHOLD- / �--1314-r l o 00 w SCALE:6'=I'-O' 6063 TS Al AND COMPOSITE t32 DOOR BOTTOM SWEEP O O N SCALE:6"=1'-0" VINYL CORNER PADS O p< Ln 1- SGALE:6'=1-0. 33 PLASTICoQJN w SCALE:6'=1'-0" 0.0 zO ,7. a 10 m �— 1" m CQ w a L col 00 �� \ \ _ 0 nz0 .0 aUASTRAGAL STRIKE PLATEz }B q31j v' -1" I C� STEEL g SECTION A-AV m (� SECTION B-B I I 21 ODL LIP FRAM SCALE:6"=1'-0' w ASTRAGALEXTRUDED / \�� AO w 6063-T5 ALUMINUM PLSTIC / ;:' / SCALE:6"=V-0" 4 O SCALE:6"=1'-0° , f =zz z0 1132"—i— I_ 3 112"—) o v . »— O 3125 I o a O 0 ij O 1'6" j 2 112" -) 2 1/8° I- 0 w f4 i V. p� woow ASTRAGAL BOLT _�+ 40 35 MULL POST �N -COLD DRAWN STEEL EDGE GLUED FINGERJOINTED 0 0 SCALE:6"=1'-0" SCALE:6'=1'-O' vuja '- :n 1 13116°318" SIDELITE SEAT �8 LATCH PLATE STEEL o N o SIN UNITS ONLY 15 g� J � o � SCALE:6EXTUDED PLASTIC N �gvy) p' !l "=1 ft" ��� F.A � O �hEs° �o ! m¢Z 8rEAS SHOWN N I I : �-I 1-112" � 1-4112- NO�rFl7§` 4 D 4 712° 11r,11S.LUBBECKE I—21/16"—I � 5]TAT,t Qr tIr cryx,91: S.FREY 46' MAMWNII TRANSgM SASH �r TRANSOM GLAZING CLIP 36 FIXED CORNER TRIMaft TRANSOM JAM %Fdmap„vwr5�r�� CELLULAR PVC CELLULAR PVC PLASTIC FINGERJOINTED PINE �i�2�5S'' .fl`',C�„���` JW162009 SCALE:6"=1'-0" SCALE:6'=l'-O' SCALE:6"=T-0" SCALE:6"=7'-Q" q"i so"�+-F4,yro SMEGTt_6tiF 1� 398 E. Dania Beach Blvd BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com O f �. JELD-WEN, inc. Contours Steel Door, Wood Edge fir Florida Product Approval Current Florida Building Code Method: 1 —A (Certificate) Category: Exterior Doors Sub —Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 74"x 81.75" 74"x 80.5" 64.5"x 95.25" 64.5"x 94.5" Prepared For: FFd�p& OR. 97641 t, S F. /V f Prepared by �`��,•'�Gafs ? �po%. .• Florida Professional Engineer# 73778 Date: 10,27/2014 7 TL 9rr �0.t. L 'ter Contents:. 'f �c` '•••......••'' Gti `�. Evaluation ReportPages I —4 J# IS,/ A1_E� �`®� Digitally signed by Hermes F.Norero,P.E. 11 t 111%1 , Reason:I am approving this document Hermes Norero, P.E. Date:2014.11.1109:50:46-05'00' Florida No.73778 BUILDING DROPS A Perfect Solution in Every Drop Date: 10/27/2014 Certificate of Authorization:29578 Report NO: 3291 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: Contours Steel Door,Wood Edge (Impact Rated-Doors Only) 74"x 81.75" 74" x 80.5" 64.5"x 95.25' 64.5'x 94.5" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for Jeld-Wen Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation -Florida Building Commission. Hermes 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 JW162009,signed and sealed by Hermes 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, excluding 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 Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on single and double door systems without a sidelite or transom, in all Wind Zones.Single and double door systems with a sidelite or transom do not require an impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters are required for sidelites and transom. 4. Site conditions that deviate from the details of drawing JW162009 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW162009 for size and design pressure limitations. Hermes Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 10/27/2014 - Certificate of Authorization;29578 Report No: 3291 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05b Referenced Data: 1. Product Testing performed by Quality Testing Inc. (FBC.Organization#TST7638) Report#:SJW2009-199, Report Date: 1/18/2010 SJW2009-200, Report Date: 1/18/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) Hermes Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 10/27/2014Report No: 3291 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(JW162009)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 55 PSF Negative 55 PSF *Product has not been rated for water infiltration. If authority having jurisdiction requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang(OH) ratio=OH length/OH height is 1.0. Hermes Norero, P.E. Florida No. 73778 Page 4 of 4