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HomeMy WebLinkAboutProduct Approval 9/3/2015 Florida Building Code Online e v Florida Deparnentof BCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge i Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Busines Professi I -� Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17454 Application Type New Code Version 2014 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 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,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, Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 ASTM E331 2002 Equivalence of Product Standards Certified By Approved Testing Lab FL17454 RO Equiv Equiv JELD-WEN ASTM E1996 Equivalency Letter.pdf Product Approval Method Method 1 Option A https://HoridabLiiding.orgfpr/pr app dN.aspx?param=wGEVXQwtDgtCUGgvjQiz6NQKvvpJoNnfvNRBYOUIUsZigAKrFhFXwp/p3dp/pad 1/2 9/3(2015 Florida Building Code Online Date Submitted 01/13/2015 Date Validated 01/14/2015 Date Pending FBC Approval Date Approved 01/27/2015 Summary of Products FL# Model,Number or Name Description 17454.1 Finishield/Gladiator X-0"x 6-8", Opaque Steel Wood Edge Inswing and Outswing Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17454 RO C CAC NI010117-112.Ddf Approved for use outside HVHZ:Yes. Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2019 Design Pressure:+50/-50 Installation Instructions Other. FL17454 RO II JW152009.Ddf Verified By: Hermes Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports R-17454 RO AE PER3314.pdf Created by Independent Third Party:Yes Back Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-467-1824 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 a-mall 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis provided may.be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: go M seouri +tsrtucs MUM httpsJ/0oridabuiiding.orgfpr/pr_app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6NQKvvpJDNnfvNRBYOUIUsZK6AKrFhFXw%3d%3d 2f2 Q S L1? -oust some T���'t� 8731. aoruia:B € €art St.Lucie,FL 3495 - - ...:.. Phone 772-263-9287 Fax 772-= 73-3783k p . -wa- "r ;raasur� �a e m a;r II &Onts. �oas� c;z: C Exteri®r Door/ ilido €-4-Sheet . O-.-+�3-�kiomeow�ers'i�Ea�e: L1A A M �t n S Street Address; Lo L„ -onDesori e � _ Qp�n ;. 1V1 Zane Load Desi�i-. ` Ane�rror SPaci�. or If .. ... .. . . .. 4 .. l LY.. 2468 AILA FINISHIELD/G IATOR STEEL DOOR.WOOD EDGE 3.0x6-8 OPAQUE INSWINGIOUTSWING 371/2"MAX o 25 GA.IMPACT DOOR SYSTEM OVERALL FRAME WIDTH GENERAL NOTES 35 3/4"MAX. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO ~PANEL WIDTHcc J O COMPLY WITH THE CURRENT IRC AND FLORIDA I m BUILDING CODE(FBC)BASED ON THE SIGNED ANDI`_ J 1 j SEALED DATE. PRODUCT HAS BEEN TESTED TO Z 0O ASTM E330-02,E331-00,E283-04,E1886-05,E1996.05b — N &AAMA 1304-02.WIND ZONE(WD)RATING=4 Z W =Cm 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BELLJ ANCHORED PROPERLY TO TRANSFER LOADS F- 19 TO THE STRUCTURE. 0 3. PRODUCT ANCHORS SHALL BE AS LISTED AND wUJ SPACED AS SHOWN ON DETAILS.ANCHOR = 18LD co Y O_ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND _ WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. > W 5. SCALE BASED ON 11x17 SHEET SIZE. O:° t3 — 0 6.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. z/ 7. PRODUCT HAS NOT BEEN RATED FOR WATER v NOTE 2 NOTE 2 z INFILTRATION.IF AUTHORITY HAVING JURISDICTION cc REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, Foy PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION u9°D O> u! PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) 3 o t3 w F RATIO=OH LENGTH/OH HEIGHT IS 1.0. DQKW K o ¢p DOOR LEAF CONSTRUCTION: 9 0 O id FACE SHEETS:THE FACE SHEETS ARE GLUED TO B =o m a y cgW THE CORE AND SUBSTRATE WITH LMC ADHESIVE. K9TV NOTE: to_J¢� in ?z NOTE 2 1-ALL VIEWS FROM INTERIOR. Z W O d c9 CORE DESIGN:THE CORE CONSISTS OF 1.1.25 POUND ii w DENSITY EXPANDED POLYSTYRENE(EPS). 2-MASONRY AND CONCRETE CONSTRUCTION. aapp p y z ( ) SINGLE UNIT(X) 1 N w PANEL CONSTRUCTION:EACH DOOR PANEL IS (INSWING IMPACT) : O CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE(.018"MIN) o GALVANIZED STEEL,THE FACE SHEETS ARE BENT 90°OVER TABLE 1 i 0. THE 1.688"X 1.0"LVL(LAMINATED VENEER LUMBER)STILES DESIGN PRESSURE RATING r AND TOP RAIL.THE AVERAGE MINIMUM YIELD STRENGTH OF g m 25 GA SHEET METAL SKIN IS 38,400 psi.THE 1.688"X1.203" DESIGN PRESSURE RATING: BOTTOM RAIL CONSISTS OF ROLLED-FORMED GALVANIZED W 26 GAUGE(.018"MIN)STEEL.THE WOOD LOCK BLOCK IS t7 1.668"X 31/8"X 12". SINGLE DOOR ONLY ¢o o.U FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD AREW w POSITIVE +50 CONSTRUCTED OF FINGER JOINTED PINE.THE INSWING INSWING o z O p O SILL IS COMPRISED OF COMPOSITE MATERIAL WITH NEGATIVE -50 z U co ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT +50 W o THRESHOLD. THE OUTSWING SILL IS COMPRISED OF TABLE OF CONTENTS OUTSWING POSITIVE D.N a COMPOSITE MATERIAL WITH ALUMINUM CLADDING.TOP SHT DESCRIPTION I NEGATIVE -50 CORNERS ARE COPED,BUTTED,SEALED USING SILICONE I INSWING ELEVATIONS&GENERAL OTS AND FASTENED,USING FOUR 16 GA.7116"X 2"LONG 2 INSWING VERTICAL CROSS SECTIONS& STAPLES PER TOP CORNER.BOTTOM CORNERS ARE BILL OF MATERIALS o COPED,BUTTED,SEALED USING SILICONE AND FASTENED 3 INSWING HORIZONTAL CROSS SECTIONS USING THREE 16 GA.7/16"X 2"LONG STAPLES PER BOTTOM 4 OUTSWING ELEVATIONS&VERTICAL ��1111111/�� CORNER.ALL FRAME JOINERY ARE SEALED AT THE CROSS SECTIONS `��� F A/,,!",-, i�� m¢z EXTERIOR USING DOW 1199 SILICONE. 5 OUTSWING HORIZONTAL CROSS SECTIONS �.�i�� DATE 12/18/09 6 ANCHORING LOCATIONS&DETAILS ��!ve- 7 UNIT COMPONENTS -.0 SCALE: 1/2"-1' * 7 *_ Dwo.BG.LUBBECKE b T T + a C CHK BY: S.FREY �O 11 R =�" 441 DRANNO NO.'. Igltallysigned byHermes F.Norero,P.E. ��.n g �Z,� eason:Iamapproving this document 29a wek�teB'AL a�. JW152009 Fate:2014.11.24142850-05'00' FBPE a SHEET�w 7 nu 11rl+lrcrtn 1"MIN. m 1"MIN 1" 1"MIN 1"MIN NOTE 1 Item DESCRIPTION Material iv g NOTE 2 NOTE 1 MIN. 1"MIN 9 1 HINGE JAMB 1 1/4'x4-5/8'FINGERJOINTED PINE TREATED PINE r H Z 5 21 27 NOTE 2 21 27 3 HEAD JAMB 1 1/4'x4-5/8'FINGERJOINTED PINE TREATED PINE LATCH JAMB 1.1/4x4-518"FINGERJOINTED PINE TREATED PINE t` "� �,,•; 4 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063 T5ICOMPOSITE ALUMINUM p ci !A 22 n •'• 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2'MIN.EMBEDMENT STEEL � • �. . 6 V x 4"BUTT HINGE 12GA..089'MIN STEEL m 2 T— 22 7 #9 x 3/4'PHILLIPS FLATHEAD WOOD SCREW STEEL 1 L 8 #10 x 1 112'PHILLIPS FLATHEAD WOOD SCREW STEEL U IY J d 9 3/18'ITW BUILDEX TAPCON WITH 1 114'MIN.EMBEDMENT STEEL Z O Q w 2 - 10 COMPRESSION WEATHERSTRIP LoxSeal9650 FOAM a.2 W LL� 11 INSWING THRESHOLD ENDURA#LZAILP%WMF120 6063-T5/COMPOSITE ALUMINUM YQ 2 00 SEE DETAIL A - 12 = 12 TOP RAIL(LAMINATED VENEER LUMBER LVL W?r- SHEET 6 F- 13 BOTTOM RAIL 25GA 0.016'GALVANIZED STEEL STEEL 119 10 : 12 14 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL ^ Q= = 15 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL W —1 SEE DETAIL A 16 LOCK BLOCK x 12'LG PINE TREATED PINE' C") Y G. SHEET 6 10 17 1B Ga. /18'CROW x 2'LONG STAPLES STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 660 STEEL 20 08 x 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 21 2x WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE TREATED WOOD CD -a 22 NON-COMPRESSION SHIM WOOD U3 23 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY MFG BY JELD-WEN FOAM w y F O 24 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL C7 F A-525 COMMERCIAL QUALITY 0.018'MIN.THICK) GALVANIZED t�i O} w o 25 INSWING VINYL DOOR BOTTOM SWEEP VINYL S z O 26 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM 20§0 W = SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP j R w ZI Wz O = 27 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE TREATED MOD 0 0 w U 0 . a W '"•i••.• I J 28 DEAD BOLT BACK PLATE 1�O 0 a JQ LL Qt w =OOa > 00 z� rnwCL F Zwo_a. — m z� ca nom. 2 xx N c Z IL co) 23 23Lu 24 a 24 w co 13 OO O Z U y 25 13 wa c 25 11 NOTE 1: 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR 11 EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD, c 21 27 11/2" cq 0 IS MAINTAINED. SEE NOTE 1 MIN. NOTE 2: OPTIONALLY,ANCHOR CAN BE PLACED IN NARRQW'lV6Y *jqF HEAD EMB. 9 v v OR JAMB `����S F.10 m¢0 5 �I MIN V. Q ,Z .O _ DATE:12/18/09 I.,MIN 7 scuE: 3"=1' 1 g z t�� owo.MG.LUBBECK MIN. 1„MIN w 1 1o'; T T :41:cHK.an S. FREY H VERTICAL CROSS SECTION.DOOR TYP. P [v 2 WOOD FRAME INSTALLATION /_�VERTICAL CROSS SECTION DOOR TYP. �i�3'� dp �J �3 `B. onAwwallo: 2 MASONRY AND CONCRETE INSTALLATION � "yQ R JW152009 FBPE CERT. oti(lITON NO.2W8 SHEET?OF T SEE NOTE 1 21 7 11/4' 1/4"MAX, 1/4"MAX, 1 1/4° 1!4"MAX. SEE DETAIL Aco MIN.EMB. SHIM 1 1/2" SHIM I_..� N 1/4"MAX. SEE DETAIL A 1 MIN.EMB. 1 1/2" SEE DETAIL A MIN.EMB. I -•HIM SHEET 6 0 01 SEE DETAIL A SHIM SHEET 8 MIN.EMB. 3ET 6 z 13 15 J SHEET 6 g a L 18 24 10 18 16 4 to 0 24 1 24 14 10 Z N 4j—'. 1814 10 zz �� zc1lp Z �Z� z� a .�4ff1'r�)•,s;" d LL N. .� . •', : i..Y.}7W DD 5 �" 5 .':.1"".:yr'"�:�3_}'}i' WLU Y co 22 7 6 8 INTERIORINTERIOR 3 8 21 7 SEE NOTE 1 2223 r INTERIOR 0 n ¢ 7 g INTERIOR SEE NOTE 1 21 27 28 21 2 EE NOTE 1 J n J 2 ('A'\HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION C HORIZONTAL CROSS SECTION OD _HORIZONTAL CROSS SECTION M Y 3 VIEW AT DOOR HINGE/SIDE JAMB3 VIEW AT DOOR LATCH/SIDE JAMB (MASONRY AND CONCRETE INSTALL) 3 VIEW DOOR HINGE/SIDE JAMB (WOOD INSTALL) 3 VIEW AT DOOR JAMB (WOODD INSTALL) (MASONRY AND CCONNONCREETT E INSTALL) U z 3� o�0� v, Z �3N$ o0 Wow¢ ow =pOa i xm Z W Zwa o tnW zU 7I C O O a NgmpILI (D f^1"MIN. a U 1"MIN. 15 IN r fi!5 Lu co O O ZU W 1 1/2' '• NOTES: w o M) MIN.EMB. • '" ''••,; 1 1/4"MIN. 1.1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR a N 21 EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD, 2 IS MAINTAINED. v 1/4°MAX 2.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF ai c Q SHIM THK. 9 1 2 3 HEAD OR JAMB AS LONG AS MIN.EDGE DISTANCE IS MAINTAINED. N p LA 3.TAPCON SPACING BETWEEN ANCHORS SAME SEE SHEET I6 10 SCREW CONFIGURATION. ``,�� AQ�7j�lf F. � m a z 12/18/09 OPTIONAL.MASONRY AND CONCRETE INSTALLATION 7 ___ eauE: NONE FOR HEADERS AND JAMBS SEE NOTE 2&3,THIS PAGE DWG.B T T �G.LUBBECK tt/ cmm S. FREY 0e. gyp. �` DRAWING NO: uLD D��y� JW152009 FBPE--7CNWSHEET3 OF 7 CERT. ON ON N0.2BS7B 01 1" 1"MIN NOTE 2 n Cd M 1" IN. 1"MIN. N w 5 1.MIN. 1"MIN.NOTE 2 21 27 NOTE 1 mcc 9 21 27 NOTE 1 371/2"MAX m 22 z_ OVERALL FRAME H J a WIDTH U cc J 2 r 4 ..a.' :d.. 35314°MAX. Z d Q •� , ` "'• PANEL WIDTH W Y¢ 2 aN°Do 1/4°MAX SHIM THK. SEE DETAIL A 12 LU n J= SHEET 6 2 �'� Y d 10 12 S2 Lu 19 \\ 18 S2 Lu SEE DETAIL A Z 10 J SHEET6 `Q w waw O i° 01 CM- °o y 5 zd :50jBu) op ' NOTE 2 NOTE 2 O 0 o w o g w coIS w10 Lu J w / 9ocpla > zo 7+7 Lu x¢g xga LL p a u�l S rJ �- NOTE 2 `h 23 (EXTERIOR VIEW) a SINGLE UNIT(X) m g m 23 24 OUTSWING IMPACT o w (SCALE:1/2"=V-91) p 24 10 13 0 5 w 0) 10 13 OLL U O z rn> 4 NOTE 1: 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR clim EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD, r IS MAINTAINED. NOTE 2: OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD O1 0¢ ' . OR JAMB N p 5C13 9° ` '"e•.' • NOTE 3: MASONRY AND CONCRETE CONSTRUCTION. ���������////// 1" m 1• ca<1 doz w MIN MIN ��� '? .'p0�.� DAm12/18/09 1"MIN 7 s�E:AS SHOWN MIN 21 27 NOTE 1 * . .;_* - Dwc BNG.LUBBECK w © VERTICAL CROSS SECTION,DOOR TYP. ^ 4 MASONRY AND CONCRETE INSTALLATION T T ? �: CHH.Br: S. FREY rA ERTICAL CROSS SECTION.DOOR TYP. (SCALE:3"=T-0") 'i OT p � DRAWING NO.: 4 WOOD FRAME INSTALLATION ���F�'` Dowaoa7 �� JW152009 (SCALE:3"=V-0") �+6� O 3� FBPE IT. ION NO.29578 SHEET 4 OF '] w 0 SEE NOTE 1 21 7 1 1/4" 1/4"MAX. 1/4"MAX IN.EMB. 1/4"MAX' 1 1/4• SEE DETAIL A 1 1/2° SHIM HIM p^j SHIM MIN.EMB. SHEET 6 1/4MAX. SEE DETAIL A MIN.EMB. SEE DETAIL A SHIM 1 z ,���5 4 9 0: SEE SHTEET 6 z SHEETS a MIN.EMS. SHEET 6 10 16 16 m �— 24 F- �r z �N � 4 14 10 zo 1015 1816x• n Z cc OJ 14 10 _ �� v.:j:�::'.Yi•'s'+1.1_''+`s• w o?. i i z z�`� a s/s:iv)'t°' 0 I.L.N w z ,•• s , 9 <,t. i.::c`.s_rs Z W m i?p q,j<1,.,.'k,.yt, D �Z .L^•511; ,li •;, w 23. LU OP Q 23 2 6 7 6 22 5 21 27 SEE NOTE 1 28 0 23 EXTERIOR 0 n EXTERIOR 23 7 6 EXTERIOR SEE NOTE 121 27 22 EXTERIOR 26 ObSEE NOTE 1 J r g= LU M ]G 0_ A HORIZONTAL CROSS SECTION B HORIZONTAL CROSS SECTION C**N HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 5 VIEW AT DOOR HINGE/SIDE JAMB 6 VIEW AT DOOR HINGE/SIDE JAMB 5 VIEW AT DOOR LATCH/SIDE JAMB 5 VIEW AT DOOR LATCH/SIDE JAMB (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) U Z 92 U) D�"E lf-I 8 m OWOU 13 6 W X03$ �z 3r.is p N 0 WOmQOU sw NpQ� m CD Zfu0- �coN cl q o 0 0 of a a pLLI 1"MIN. U r1'MIN. 1"MIN =O0 z I LL 5 Z U y 1 1/2" NOTES: w o MIN.EMB. 1 1l4"MIN. 1.1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR ° N rY --� EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD, 1 IS MAINTAINED. 2.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF oS c 1/4'MAX HEAD OR JAMB AS LONG AS MIN.EDGE DISTANCE IS MAINTAINED. e N p SHIM THK. 9 1 2 3 3.TAPCON SPACING BETWEEN ANCHORS SAME gqQg1 j7 SEE DETAIL A 10 SCREW CONFIGURATION. ��%% F O �� m¢0 SHEETS � Z OPTIONAL MASONRY AND CONCRETE INSTALLATION 7 srnte: NONE FOR HEADERS AND JAMBS DwG.e%G,LUBBECK SEE NOTE 2&3,THIS PAGE o T T e 0 �<1J CHK BY: S. FREY DRAWWG NO.: GD JW152009 C 7 FBPE CERT. MM1XMITitfION NO.28578 sHEE75 OF 3/16"C-SINK NOTE / 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT CD co WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. t� 2-USE 3/16°ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. J \� WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. of DETAIL A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4"OR m SCALE:6"=1'-0° 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENTI— co IS MAINTAINED. Z a Q� 3"TYP r a: cm SEE DETAIL B Z LU u"00 W Y : 11 p 411 gQv in IjZ I � MYa z§ co o, ' /—V I �0 2 1 3 Zoe w " m 17 TYP. Lu of MAX.14" � 1 SEE NOTE 2 Z LLR T- O.C.TYP. LL. w 1 3 �� N Z w Jgozw o N Hs:o co DETAIL B D_ET�I_L_C� C7 3 0 p UVJ m o CORNER DETAIL AT HEAD CORNS IL AT SILL g o L_ W I r =pmOa cn SEE DETAIL CZ W a- O°� J 1T�0-� Z a:to 8 7 20 N� ANCHORING LOCATIONS SINGLE o I m NG/OUTSWING UNIT(X) SCALE:3/6"=1'-0" INSWI7 20 a a �gm DETAIL-D DETAIL-E HINGE DETAIL LATCH&DEADSOLT w STRIKE PLATES Lu 0 0_U 0 0LL Z ?O_ 4 a0 � NOTES: of o 1-ANCHOR SPACING FOR BOTH INSWING&OUTSWING. N p ,,%1111/lit 2-ONLY 2 STAPLES PER CORNER A;ZSJLGWy�G. m¢z �♦♦ •. 'QD�+ DATE:12/18/09 7 _ BcAW:AS SHOWN * e* DwG.B'G,LUBBECK �; T T �A` cmc Br: S. FREY %0� A. ♦♦ DRAWING NO.: AB.E.Hd. ell wwao� ♦♦ JW152009 SHEET 6 OF ] FBPE CERT.JA ON NO.29578 L -- 4 9/16" 4" 5 5/8" 6 s I�1/2" pCi I -3/8" OO O 0 J 0 WOOD JAMB FINGERJOINTED PINE �L 10 COMPRESSION co 1 OWEATHERSTRIP 1�-1/8" SCALE:6"=1'-0" ��-1/8"(Min) 11 -ENDURA INSWING THRESHOLD U 2 O 6063 T5 AL AND COMPOSITE FOAM 3/8 Z O Q M SCALE:6"=l op SCALE:&'=I'-O" O- LL N 3 O BUTT HINGE 4x4xl2 GA.STEEL Z UJ OP 6 13 BOTTOM RAIL liJ Y 2 ao SCALE:6"=1'-0° 25 GA.STEEL `$ g Q r SCALE:6"=1'-0" a n 2� 1/8" 13/8" T r ZD // /// / lee /////.// i �� Z O � LATCH STILE LOCK BLOCK 4 5/8" 0 0 TOP RAIL 16 FINGERJOINTED PINE o HINGE STILE SCALE:B"=1'-0" 4 AFCO OUTSWING THRESHOLD 12 14 O LAMINATED VENEER LUMBER(LVL) O 6063 T5 AL AND COMPOSITE 1? Z 0 Z O SCALE:6"=1'-0" �-I- 0 SCALE:6"=11-0" @ 0 I 0?¢U =CIDO U)JQ� m U qog 7 o 0 1314- 1/32" �r r-31/2" al 1- 1 I N �° o �gm a T01:1 Lu ° 25 DOOR BOTTOM SWEEP f -13/4"'� O ?LLJ� m VINYL 26 CORNER PADS 00 Z SCALE:6"=1'-0" PLASTIC v_o o_ SCALE:6"=1'-0" 28 STEEL PLATE w o m SCALE:6"=1'-0" ao . Oto¢ �C4 %```,11111111//j� r r z • 0 , DATE: 12/18/09 * SCALE:9v* Dwo-ayG.LUBBECKE pro . T T W C cKK.BY: S.FREY O � DRAWING NO.: i� uwwD�� JW152009 FBPE CERT ON N0.28578 sNEEr 7 of 7