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HomeMy WebLinkAboutProduct Approval 1 011 3/2 02 0 Florida Building Code Online hl W- xt^-.a +.• 0 ® a 9 � s os •:�� :���F...�r '.3 yam" 'a4.., ;-"` � fYiiYl�fii __ liiiYY0tii8�liN BCIS Home I Log Out I User Registration Ho[Topics I Submit Surcharge Stats&Facts I Publications I Contact Us BCIS Site Map' Links Search Florida d. Y , A Product Approval IUSER:Rylee Sumner Frisks,]ELD-WEN,Product Manufacturer Product Approvai'Menu>Manaae Ao_piications>Application Detail Y£ , FL# FL11136-R9 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 D Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd 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 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 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11136 R9 Equiv 23549-1 Equiva envy of ASTM E84-13a and ASTM E84- 16.odf File Copy Product Approval Method Method 1 Option A https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgRaGsip3Gvui5HdtONaDpDU2UeivNsadw8zWlbSkMZJcSUpKnUSzvxhlxzD4iLlyl... 1/4 10/13/2020 Florida Building Code Online Date Submitted 09/29/2020 Date Validated 10/01/2020 Date Pending FBC Approval Date Approved 10/08/2020 Summary of Products FL# Model,Number or Name Description 11136.1 Contours Steel,Steel Edge 3'-0"x 6'-8",Opaque,Single Door,Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11136 R9 C CAC NI013373.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2022 Design Pressure:+65/-70 Installation Instructions Other: FL11136 R9 II D015024 Contours Energy Star SE IS OPQ FBC SS 2020-09-25.pdf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R9 AE PER6758 SS 2020-09-25.pdf Created by Independent Third Party:Yes 11136.2: Contours Steel,Steel Edge;' :3_0"x 6�-8",Opaque,_Single DooOutswing) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R9 C CAC NI011233-RS.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2024 Design Pressure:+80/-80 Installation Instructions Other: FL11136 R9 II D015881 ST WF SE X IN OP ES24 IMP 3-0x8-0 3-0 6-8 SS 2020-09-25.pdf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R9 AE PER6760 SS 2020-09-25.pdf Created by Independent Third Party:Yes 11136.3 Contours Steel,Steel Edge 3'-0"x 8'-0",Opaque,Single Door,Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R9 C CAC NIO11232-R3.pdf " Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2024 Design Pressure: +61/-65 Installation Instructions Other: FL11136 R9 II D015882 STL SE 30x7O IS and OS IMPACT DUNBARTON FRAME FBC SS 2020-09-25.pdf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R9 AE PER6761 SS 2020-09-25.pdf Created by Independent Third Party:Yes 11136.4 Contours Steel,Steel Edge 3'-0"x 8'-0",Opaque,Single Door,Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R9 C CAC NIO11232-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2024 Design Pressure:+61/-65 Installation Instructions Other: I FL11136 R9 II D015881 ST WF SE X IN OP ES24 IMP 3-0x8-0 3-0 6-8 SS 2020-09-25.pdf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R9 AE PER6760 SS 2020-09-25.pdf Created by Independent Third Party:Yes 11136.5 Contours Steel,Steel Edge 3'-0"x 7-0%Opaque,Single Door,Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R9 C CAC NI011401-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2026 Design Pressure: +66/-66 Installation Instructions Other: FL11136 R9 II D015880 ST WF SE X OUT OP ES24 IMP 3- Ox8-0 3-0 6-8 SS 2020-09-25.pdf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R9 AE PER6759 SS 2020-09-25.pdf Created by,Independent Third Party:Yes https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3Gvui5Hdt0NaDpDU2UeivNsadw8zWlbSkMZJcSUpKnUSzvxhlxzD4!Llyl... 2/4 10/13/2020 Florida Building Code Online 11136.6 Contours Steel,Steel Edge 3'-0"x 7'-0",Opaque,Single Door,Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R9 C CAC NI011401.02-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2026 Design Pressure:+66/-66 Installation Instructions Other: FL11136 R9 II D015880 ST WF SE X OUT OP ES24 IMP 3- OXB-0 3-0 6-8 SS 2020-09-25.pdf Verifed By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R9 AE PER6759 SS 2020-09-25.pdf Created by Independent Third Party:Yes 11136.7 Contours Steel,Steel Edge 3'-0"x 7'-0",Opaque,Single Door,Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R9 C CAC NI011401.01-113.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2026 Design Pressure:+47/-47 Installation Instructions Other: FL11136 R9 II D015880 ST WF SE X OUT OP ES24 IMP 3- 0x8-0 3-0 6-8 SS 2020-09-25.pdf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R9 AE PER6759 SS 2020-09-25.pdf Created by Independent Third Party:Yes 11136.8 Contours Steel,Steel Edge 3'-0"x 7'-0",Opaque,Single Door,Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R9 C CAC NI011401.03-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2026 Design Pressure:+47/-47 Installation Instructions Other: FL11136 R9 II D015880 ST WF SE X OUT OP ES24 IMP 3- Ox8-0 3-0 6-8 SS 2020-09-25.pdf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R9 AE PER6759 SS 2020-09-25.pdf Created by Independent Third Party:Yes 11136.9 Contours Steel,Steel Edge 3'-0"x 7'-0",Opaque,Single Door,Inswing and Outswing Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes FL11136 R9 C CAC NIO11573.03-R6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2026 Design Pressure:+70/-70 Installation Instructions Other: FL11136 R9 II A009423 STL SE 70 IS and OS IMPACT GENSTEEL FRAME FBC SS 2020-09-25.pdf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R9 AE PER6762 SS 2020-09-25.pdf Created by Independent Third Party:Yes 11136.10 Contours.Steel,Steel Edge 3'-0"x 8'-0",Opaque,Single Door,Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R9 C CAC NI011574.03-R6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2026 Design Pressure:+55/-55 Installation Instructions Other: FL11136 R9 II A009424 STL SE 80 IS and OS IMPACT GENSTEEL FRAME FBC SS 2020-09-25.pdf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R9 AE PER6763 SS 2020-09-25.pdf Created by Independent Third Party:Yes F]ack Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.gMyny' ht 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 https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgttaGsip3Gvui5HdtONaDpDU2UeivNsadw8zWlbSkMZJcSUpKnUSzvxhlxzD4iLlyl... 3/4 10/13/2020 Florida Building Code Online 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: mr r FCheck ..®�. Credit Card Safe i https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsip3Gvui5HdtONaDpDU2UeivNsadw8zWlbSkMZJcSUpKnUSzvxhlxzD4iLlyl... 4/4 NOTICE OF PRODUCT CERTIFICATION Q CERTIF/p") �611 9j'0y� Company: JELD-WEN Doors Certification No.: NI011233-115 a. A "?� 3737 Lakesport Drive Certification Date: 08/14/2012 •Z Klamath Falls, OR 97601 Expiration Date: 08/31/2024 ' 'tl Revision Date: 09/29/2020 j Product: Contours Steel Opaque Steel Edged Door (w/Wood Frame) C�q�CE'.tifEt:'f11' � .7 ED PRP � Specification: PA 201-94/202-94/203-94 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 NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Opaque 3'2"x 6'10" +80/-80 2.86 psf Yes CTLA650W/W-1897/W-1905 Max Panel Size:3'0"x 6'8" Single w/Kwikset 700 Latch&Deadbolt&ADA Threshold Qualifies Configurations:X X O/S Opaque 3'2"x 6'10" +80/-80 12.0 psf Yes CTLA650W[W-1897/W-1905 Max Panel Size:3'0"x 6'8" Single w/Kwikset 700 Latch&Deadbolt&Endura 4566A Threshold Qualifies Configurations:X X I/S Opaque 352"x 6'10" +80/-80 2.86 psf Yes CTLA650W/W-1897/W-1905 Single Max Panel Size:3'0"x 6'8" g w/Kwikset 700 Latch&Deadbolt&ADA Threshold Qualifies Configurations:X X O/S Opaque 352"x 6'10" +80/-80 12.0 psf Yes CTLA650W/W-1897/W-1905 Max Panel Size:3'0"x 6'8" Single w/Yale Heritage Latch&Deadbolt&Endura 4566A Threshold Qualifies Configurations:X X O/S Opaque 3'2"x 6'10" +80/-80 12.0 psf Yes CTLA650W/W-1897/W-1905 Max Panel Size:3'0"x 6'8" Single w/Kwikset 700 Latch&Deadbolt&Imperial High Dam Threshold Qualifies Configurations:X National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804) 684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: f 398 E. Dania Beach.Blvd BUILDING DROPS Suite338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH E 954.744.4738 FX contact@buildingdrops.com f fI I Of i i I JELD-WEN, inc. i Steel, Steel Edge Door 6'-8" and 8'-0" Single Inswing Opaque Impact Door I for Florida Product Approval Current Florida Building Code Method: 1—A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Steel, Steel Edge Door Material: Steel/Wood Product Dimensions: 37-3/4" X 98-3/8" (Maximum) Prepared for: _ . �tlrrr rr :.. F 0 Prepared by: E �•-,� Florida Professional Engineer#73778 S y} Date:04/08/2020 7a� A OF Contents: Evaluation Report Pages 1—3 i ENG`o`a� Digitally signed by Hermes F Norero �V�A Reason:I am approving this document Hermes F. Norero, P.E. Date:2020.09.25 23:55:19+02'00' Florida No.73778 N BUILDING DROPS A Perfect Solution in Every Drop! Date: 04/08/2020 Certificate of Authorization:29578 Report No: 6760 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:- Steel,Steel Edge Door 37-3/4"X 98-3/8"(Maximum) j • f 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, Florida Department of Business and j Professional Regulation-Florida Building Commission. 1 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. f This product has been evaluated for use in locations adhering to the current Florida Building Code. { See Installation Instructions D015881,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for j specific use parameters. 1 i Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 1 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 not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing D015881 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions D015881 for size and design pressure limitations. 1 Hermes F. Norero, P.E. Florida No.73778 I Page 2 of 3 i j� BUILDING DROPS A Perfect Solution in Every Drop! Date: 04/08/2020 Certificate of Authorization:29578 Report No: 6760 . . r w'Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the e Q. Y P Florida BuildingCode for manufacturing under a quality assurance program audited g q Y p g by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been evaluated per: • TAS 201794 • TAS 202-94 • TAS 203-94 i ` 1 Referenced Data: - 1. Product Testing performed by Certified Testing Laboratory, Inc. j (FBC Organization#TST1577) Report#:CTLA455W, Report Date: 10/11/1999 Report#:CTLA650W, Report Date:01/03/2001 f TAS Report Engineer of Record:Ramesh Patel, FL P.E. No.20224 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) !I 3. Material Testing for'Dylite'EPS Core performed by Intertek ETL Semko: { ASTM E 84 Report#: 3113726SAT-001 Date:02/05/07 + Installation: 1 Refer to Installation Instructions(D015881)for anchor types,spacing and more details of the {� ' i installation requirements. Design Pressure: Refer to Installation Instructions(D015881)for design pressures based on size,configuration,and glass types. i _ I Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3 j JELDRVENo Steel s f 6'-8"&0'-O"SINGLE INSWING OPAQUE STEEL EDGE n { IMPACT STEEL DOOR IN WOOD FRAME O ! f 3'-t 3/4-O.A. - > -1 f GENERAL NOTES uex.rRANE WIDTH - -4 i — F 3'O.A. { 1. THIS PRODUCT 15 DESIGNED TO COMPLY WITH THE FLORIDA GAX,PANCL w'iLTH 0 cc J V CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY Z cc HURRICANE ZONES" (HVHZ) REQUIREMENTS. 3'-I 3/4•D.A. a. Q N 2. WOOD BUCI(S BY OTHERS, MUST BE ANCHORED PROPERLY MAX.rR-E WIMM" W LL CC), TO TRANSFER LOADS TO THE STRUCTURE, s DA W Y 2 CO 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED wix-PANEL WIDTH—' Q 1 AS SHOWN ON DETAILS,ANCHOR EMBEDMEM TO BASE ® Q Cf { MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O Ell4. IMPACT RESISTANT '2 f f S. DESGN PREED ON, SSURE RATSHUTTERS INGRSPALL BE QASRFOLLOWS: F ' 00j Y CL -FOR 6'B"WOOD FRAMES - SEE TABLE SHEET I , I i -FOR 8'0"WOOD FRAMES - SEE TABLE SHEET 1 I6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE ® eT S2 AS PER ASTM-E331. THIS PRODUCT DOES NOT MEET THE VIATER REQUIREMENTS i 33 FOR "HVHZ'. y f INSWI IMPACT STEEL EDGEDOOR 'a ' O 10 m US R a (Common to of Irnms cmdIt"I I DOOR LEAF CONSTRUCTION: 3 a W 8 C, dot O Face,sheets: 24 ga.(0.020•) minimum thickness, CoNanized ,.,� Steel A-525 commercial quality - AKDO per AST M 620 with �n minimum ovacogo yield strangle Fy=26,240 psi. O W m. f.OBTc-desiun, Expanded polystyrene with 1.0 to 1.25 16s. 'i �� - i ro I C Ln i dens,ty, by JELD-WEN. n° no W m WO - •d_3 M WZ P n I Construction: Steel face sheets glued to expanded - 9 0 a) j polyslyreno (EPS). with steel top and bottom rails and 'r pp LL �Q ctee! stiles with o wood lock'block reiadded man!. The — F{.I O�a U W { I hinge stile contains a MDF board far added hinge support, �I� 0 Z Frame Conrhrcl'on ($pth Froma Tunas);The head lambs A— 0 �C, ! and side jambs are mortised,bulled and joined using (3) 1 7/S*x 2"wire staples.An aluminum adjustable inswing , threshold was unitil.'zed at the sill. An optional aluminum i ADA threshold is oVaRoble. ! SINGIF' INSHINC_TIN/L,Y1 SINGLE ISSLUM UNIT /X1 j ' TABLE OF CONTENTS SCALE.' 1/2" =1'-0" SCALE,' 1/2" =1'-D" � ! f i SHT DESCRIPTION �I DK�°tVT°H`'' ;$>r� 1 TYPICAL ELEVATION$ R GENERA NOTES d �i 2 2 VERTICAL CROSS SECTIONS h BOM ALL DOOR MOD LS ARE VI W D —�— } ! i 3 HORIZONTAL CROSS SECTIONS �F�QZA__jHE INTERIOR SIDf ilm 4 ANCHORINGLOCAT10Ns do DETAILS i S ez > ! 5 UN LT COMPONENTS UJ !runt 1 r;orE, PRODUCT L{g$--tJIOT OEEN RATED FORA y 0 0 o p WATER INFILTRATION. IF AUTHORITY HAVING - JURISDICTION REQUIRES THAT PRODUCT MEETS �' I � ^rn�o DESIGN PRESSURE RATING N p i rM5 REQUIREMENT,PRODUCT SHALL BE USGD ' WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG OH RATIO } •WHERE wATFR aF1LTRA1KIN WHERE ENr NlOf NEEDu ( ) 11 1111,Y/ REOIAREVEMT r NEEDED RCOURFUCNf i5 NOT NCCDCD OH LENGTH-t 011 19:IC1R IS'1 1 0 \\\\\\t A a• N ZO 1` AF �i DAIC 1210 07 S 6'8" (X) +80.Dpsf -BD.Opsf +SO.Opsf -SO.OpsfL. �e'nN '7T scaLEoAS NOTED } 7 U.YG. BY: EAG { 8'0" (X) +61.Opsf -65.Opsf +61.Opsf -65.Opsf - p S /( '0 CHK.DY:S. SAFFEL i r O • ��DRAWWG NO, r O Dig" IDP.= �,�u Dig signed by Hannes F Nomro %(� - `� D0158B I Reason:I am opptovirp This document \�� Dole:2020.09.25 23:37:52 rD2'DO' rrx r r t� Ati\,on SHEII 7 OF.S { ALIT/111�� I- I fy(L f i I ' o �w 2 1/2" MIN. f i '> F 1 LATCH JAMB(1 1/4"x 4 9/IG'.PONDEROSA FINGER JOR—Iff PINE PMC �- •.-7 31 v s: 2 HINGE JAMB t t 4"x 4 9 16PONEROSA FINGER JOINTED PINE) PINE J E \'- ° 3 HEAD JAMB 1 I 4"r M1 B 1G PONOE450A FINGER JOINTED MNF' PINf. CQ d t2 > J 32 4 4'x 4'R lT MINCE 7 a. 97'RACER � (n+'- 32 P,- i'v000 s�EY�wNc[To Dogg) _sled— CU EC -J v G 9 x 3 4 PFH WOOD SCREW HINGE TO DOOR SIFE Z -J I - -1--- 3 7 tl PFH WOOD SCRCW VIITH 1.15 MIN.EMB,INTO.SUB-MUCK STEEL () ¢ -I tl_d1U�2�PFH WDOD SCHEY/ STEEL z(,1J C O I 9 3 16 TAPCON MIN. EMBEDMF NT f 1 4 INTO MASONRY STEELY =to 1 - 10 ADA EXI.ALUMINUM TIIRESh1OLD MODCL 6063-15 ALUM. j Q ¢ 11 INSWING ADJLISTABLE THRESHOLD T.25"x 456" ALUM, > �1 �} SEE DETAIL A SEE DETAIL A 2 Nm usm - "p gto ON SHEET 5 ON SHEET S 13 COMPRESSION WEATHERSIRIP SCHLEGEL 0-LON ODS G50 FOAM J ^ ¢_ i 13 1$ 13 18 14 12 +3-PFM WOOD SCRL"W STCCI Y CL 15 ' x I PFH 1VOOD SCREW SiE_FE__ 16 FACE SHEET 24GA120"THK, MIN.)GALVANIZED STFF.I. - STEEL 17 Ob x 2"Pill W'WU SCREIY STEELI 1B TOP RA0.,(1.%3"+ 1.21 x 0.02I THX_ STEEL 19 00TIOM RAIL(T.7J'x L2I'x 0.021'THK) STEEL 26 2G 20 SIDE STILES 1.73"x 1.21"r 0.07.1"TMK STUT. I I O\, 21 WOOD.LOCK BLOCK 1 67'x 3.0 x 1B.75- V/OOU 6 16 22 51RIKEO PLAT 21 MDF BARD MDF >¢ 24 ^ ITEM SWEEP a0QO I . VINYL 2 lay Z ' 25 WOOD LUCK BLOCK WO'D `p Q ,-••- I I .-.^ 213 F%PANOEU POLYSTYRENE 1.0 to 1.25 lb. DI.NSBY BY JELD-WEN FOAM W W C F J f I 1n o - i0 a0(0 O DO p 27 KWIKSCT THAN SERIES LOCK 200)OR(BG60) - '-I (3Q I I ( I :I I 79 YALE HERHAC_E�SERIES,DEAD 0 T 7 O O L. ' LvD I1010 29 LATCH SCREWS Btl r t 1/2 fH WOOD SCREW STE_F.L V) 3- JU NOT USED J 7 to Q { " H I- 31 2X WOOD BUCK MOOD `p W- N I i C7 I-0O3 KI 0_ SS Wp W S 2S WO: O` 1 WSW= O - C2 =w S p _ (�C0 37,1 4 MAMAX.COMPRCSS:OII SHIN - WOOD 1 4 (> w S 16 GA. ERbYIN x 2"LONG STAPLES TEE ' U O 3 { w=W w r= w=wx= CI n i t comLu0 - LLIIF' Z J �� W QJ �_Q _ Q F?-�f{ _L m 1 W W - '� W - LW L.I a L N ~` I z L Z G Q t a�§ 26 \ \- o in r)m n 11 p O f' n`In fD 0) N)a0 W 0) fr O °�4 x TD 1 N ! WLO _ nto v 4 19 L, c0 O)n CO L, Z 'a O) 70 24 2G 26 \-ice °4 LA 'IV V) I ' LD i 7 . � C 1s cs is `m s I aim !m 24 laW `r'^o^o�o I \w 24 I �w omnrn �W � N�_.-m�4 14 I T 11 1 i t VERTICAL CROSS S4D2EWY 'YP - 0 AI itllll/l! o 0 0 CONCRETE INS•TALLATIOSCAL 3" / - 31 �1 t MG' 't I OATE:12107/07 I I �L .o�N MscALcAS NOTED 1 3/4"f — � 2 1/2"-4--�-� 71 I -DWG,BY: EAG { I p 5 q OF `CHK.BY:S. SAFFEL iOn� F O DRAWING NO.: CAI, l.'RO_F j ,5•ECT/0!V TYP d V/ /CAL LRO.SS .5'!�!T V P. �i�`��9T A i4�```��� DO 15881 2 YOOD PRA.1lE GISTALLA7'/ON SCALE` 3" =1'-0" 2 CONCRETE' INSTALLATION SCALE,- 3" =/'-0" EAAt? 'a�M,) SHEET 2 of 5 1 ` c/iiiliTLi��= 1 f t I I i i 37 3/4" MAX. FRAME WIDTH ! 31 36" MAX PANEL WIDTH 22 - J2 O n 32 J1 4 — Qrn i 1 2t 25 26INTERIOR n y 20 233 , U X -r�t j U-N \ LU cp \ 16 SEE DETAIL A / 7 ^ U . \\\ I3 EXTERIOR ON SHEET 5 /// - Lu M Y 2� i 27 2 --1 1/4'• 1/4" MAX: SHIM SPACE--I�-- -1 1/4" MIN. EMB. I � ! I 9 H0R/70NTAL GROSS 31,.VTION TYP Q v } JWOOD INSTALLATIOA' SCALE.- 3" i I W I ! 0 3 N f owz o 1 37 3/4" MAX. FRAIJE WIDTH - � 3G-MAX. PANEL WIDTH I a>m '!6 I 1 47� _I 36" MAX PANEL WIDTH 32 Ifj m Q 3" 32 22 31 ~6 ©© mo ®© ! 17 21 25 26 NT RI 20 9 g ©®23 1311 ❑n n 27` 20 u,�PS�Ym i D \ 16 2 5/8" \\ SEE DETAIL A 15 26 13 ��/ 2 5/8" ©© ®® ©0 0 ®d u Ir } MIN. ON SHEET 5 TER 0 -p MIN. B 0© f a r= 1 go go ©® ®00 L I 1 1/4° 1 1/4" �I 1 1/4" an 0110 LO MIN. EMB. PdIN. EMB. ® 0 0 0 a I C)IO h O\i N O 41 N^B N\ \(>O /%�Q'/111 CR0,5'S ,SL•.�.�'L2N TY/'• _ 'm B,CONCRETE INSTALLA7'ION E:SCAL 3" =/'-O" ^o `�`,1�u IIII dT�'''i' o n•r M�N-a N 7 p -smCAS NOTED ! f * 7 DWG.BY: EAG 70 S !{ OF *-CHK.ar:S. SAf FELL I • \I DRAWING NO.:U IDP �,w�: D015881 I MPE f`iT1ii SHEET I i � i SEE DETAIL D p °� f SEE DETAIL A �. — SEE DETAIL A m O 8 9/16 -8 9/16" 66 ! I _ 8 3/y F- � I 6 SEE DETAIL D 1�-0 5%116.. 7 9 Z () Q T Lu co /16 -Tt 9 15 16 ::>—Typl 7 9 1'-Q 9%16" 4' S 2'-2" _ m _ p r� ¢�¢ o \ u\i 1{ W.^J 2 .9 15 16 ° \ M 1'-Q g%16- rt i co I I I 9 15 16" _ M v _ 1'-0 57, 7 9 2 Ty 9 15,'16" 7 9- _p z� . �. YP n 1 -0 /76 LA q 9 15 16" t _ _ ! L I SEE DETAIL B B 1'-Q 5716' SEE DETAIL B 2'-2 D 0 c o' I 9 15�'16" o c) A �z pV, 9 15 1G" 7 9 w- _ - 7 9 B 1'-D 5716" C w tr _ D roNc� �o �Y I ?- I cm Cy C) . w SEE DETAIL C 6`-I 6" SEE DETAIL C Q q U { V pOUa O O a a , AhCf10R/NC LOCATIONS ANWORINC LOCATIONS INSfYINC SINGLE' UNIT(X) INSIVINC SJNCLF UNIT (X) a SCALE: 112" =1'-O" SCALE.- 112" =1'-O" ALL DOOR MODELS ARE'VIEIVE FROM. THE EXTERIOR SIDE g w I 1yI N l r`r N I II I Z ^OON hO�.- 1 llllll11113 _ DAYE:12 07/07 a � 33 L "aAN 7 7 0 %SCALE:AS NOT iLJ 17 DWG,I3Y:' EAC 33 p S q OF ': _ctM SMS. SAFFEL DRAVMG No.: SCALE. 318" =1'-O" SCALE' 318" =1'-O" SCALF.• 3" =1'-O" SCALE.' 3" =1'-O" �i� I E� �� D015881 OF SHECT �3�TZt� • l I o I 3/4" N O U 4. ��'t_ m O." t Zo ; �-2 3/16 1 ,r—U,r—� -a LL N j 1/16" (Min) � \� 4 9/16" -I� W Y FZ—GD y Ln I ' WOOD UI UM i T daL?CO �OrDA AIU /3lPSy , /N 7�RFSf0 n Lu 0.SCALL � 0 SCALE.- G SCALE.- 6- f0" 3CAIE 0 Y J , � U 9/16" �I 1 3/4" z 1 3/4" o f z 1/4" l 1 -z I wz a one 20 t I co DOOR TOP RAIL,& SLOE STILE a a 1 2d!/'RFSSION I—MATII6'RSTR/P r 02/" d!/N. CALV STEM, TOb! RAIL n AIDr BOARD r t o 0 I �`3 .SCALD G" =1'-O" 78 �O SCALC• f" =1'-O" �g SCALL'• G" =1'-O" 2`)SCAL/ G" =1'-O" o O ao i 18 3/4" for 8'-0" DOOR a a 11 3/4" FOR 6'-8" DOOR 1 23/32" \q RE , 3/16" C-SINK.- I-- �,_� co� DIA. VARIES WITH \ ` HARDWARE USED 24 VINYI, BOTT A! DOOR SWEEP 2� 25 LOCK BLOCK DETAIL A - SCALE7 G" =1'-O" SCALE: 3" =1'-O" .SCALE; 114" =1'--O" j o,nna o GATE;12/07/07 `-L 10A .:AS NOTED O N 7 7 Mr.or: _EAG S q OF *-CMC.m:S. SAFFEL I DRAWING NG.: D015881 rroc^�,..���Ir•�C1 '6``i sin sIiEEr 5 of $ !4 � J i I II � I JELD WEN@) Steel s 6'-8"&8'0"SINGLE INSWING OPAQUE STEEL EDGE n IMPACT STEEL DOOR 1N WOOD FRAME 0 01 3'-1 3/4'OA ccGENERAL NOTES Max.FRAME WIDTH ,p 3'OA. I_ C r- 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA MAX.PANEL wIDTH V J CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY D Z (J -1 C7 HURRICANE ZONES" (HVHZ) REQUIREMENTS. S-1 3/4-O.A. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY MAX.FRAME WIDTH- Z W LL N TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED MAX.PANEL WIDTH LJ YY F=—C9 AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE ® ® ii: MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Q t\ 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. J 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: I o � Y a -FOR 6'8"WOOD FRAMES - SEE TABLE SHEET 1 s -FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE $ AS PER ASTM-E331. g� i 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS o T s FOR "HVHZ". a - i s g a Z I-Li INSWING IMPACT STEEL EDGE DOOR i O i o (n d (Common to all frame conditions) A B o^ ?LJ W DOOR LEAF CONSTRUCTION: d 6 0 0 n m O U O Face sheets: 24 ga. (0.020") minimum thickness, Galvanized A B O 0 m n O `- 3 _s Steel A-525 commercial quality - AKDO per ASTM 620 With �' minimum overage yield strength Fy=26,240 psi. O g i°.�m. Nn o W Z O_ Core design; Expanded polystyrene with 1.0 to 1.25 lbs. •i �N m I ~O ~W density, by JELD-WEN. m o] O QF �� >> WOE JO Panel Construction: Steel face sheets glued to expanded N W polystyrene (EPS), with steel top and bottom roils and 00¢U' W Q steel stiles with wood lock block reinforcement. The I- I O U W hinge stile contains a MDF hoard for added hinge support. W Frame Construction (Both Frame Types), The head jambs Of a ECD and side jambs are mortised, butted and joined using (3) 2 2 B a a 7/8"x 2" wire staples. An aluminum adjustable inswing threshold was unitilized at the sill. An optional aluminum 5 3 x m ADA threshold is available. SINCLE INSWING UNIT (X) SINCLE INSWING UNIT (X) TABLE OF CONTENTS SCALE.' 1�2" =1'-0" SCALE.' 112" =1'-O" SHT H DESCRIPTION °LEN°TH° 1 TYPICAL ELEVATIONS & GENERAL NOTES a UI 2 VERTICAL CROSS SECTIONS & BOM ALL DOOR MODELS ARE VIEWED �� Z FROM THE INTERIOR SIDE o o 3 HORIZONTAL CROSS SECTIONS o Er"" V) 4 ANCHORING LOCATIONS & DETAILS 5 UNIT COMPONENTS *NOTE: PRODUCT HAS NOT BEEN RATED FORT u u]N O o O^O WATER INFILTRATION. IF AUTHORITY HAVING S11 \\\\W JURISDICTION REQUIRES THAT PRODUCT MEETS oN 1O n DESIGN PRESSURE RATING THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY 2S o o�o OVERH tll 'WHERE WATER INFILTRATION WHERE WATER INFILTRATION A NG SUCH THAT OVERHANG OH LENGTH_OH HEIGHT IS J(OH) RATIO\��t It // REQUIREMENT IS NEEDED REQUIREMENTIS NOT NEEDED � DnTE:12�07�07 6'8" (X) +80.Opsf —80.Opsf +80.Opsf —80.Opsf L N' ' O SCALE:AS NOTED 7k 7 7 DWG. BY: EAG 8'0" (X) +61.Opsf —65.Opsf +61.Opsf —65.Opsf $ y OF * CHK.BY:S. SAFFEL % 0 DRAWING NO.: �i n O I � Dp. tv1(!`. Digitally signed by Hermes F Norero i�(��" �1 `� D015881 Reason:1 am approving this document sqr+ Bury, Data:2020.09.2523:37:52+02'OO' rePE -,E 1 A,AnzKKr4�9578 SHEET 1 OF 5 111 m o 2 1/2" MIN. o w �w Y *A . IIEtil DESCRIPTION FSTEEL 1 LATCH JAMB 1 1 4"x 4 9 16"PONDEROSA FINGER JOINTED PINE a. 2 HINGE JAMB 1 1 4"x 4 9 16"PONEROSA FINGER JOINED PINE cr- 7 '31 3 HEAD JAMB 1 4"x 4 6 16" PONDERSOA FINGER JOINTED PINE m o to4 4"x 4'BUTT HINGE 12 a..097"HAGER (f�32 - 59 X 1`PFHWOOD SCREW HINGETO DOOR7 8 PFH WOODH WOOD SCREW WTHE 11.151NGE TO MIN. EMB.00R NTO SUB-BUCK z <N3 8 10 x 2" PFH WOOD SCREW LI O3 9 3/16"TAPCON MIN. EMBEDMENT 1 1 4"INTO MASONRY 10 ADA EXT.ALUMINUM THRESHOLD MODEL 6063-T5 ALUM. ' Q 11 INSWING ADJUSTABLE THRESHOLD 1.25'x 4.56" ALUM. SEE DETAIL A SEE12 NOT USEDON SHEET 5 ON13 COMPRESSION WEATHERSTRIP SCHLEGEL O-LON ODS 650 FOAM13 18 14 12 x 3"PFH WOOD SCREW STEEL 7 EL Y 15 9 x 1"PFH WOOD SCREW STEEL 16 FACE SHEET 24GA. .02o"THK. MIN. GALVANIZED STEEL STEEL 17 8 x 2"PFH WOOD SCREW STEEL 18 TOP RAIL 1.73"x 1.21"x 0.021"THK STEEL 19 BOTTOM RAIL 1.73" z 1.21"x 0.021"THK STEEL 26 26 20 SIDE STILES 1.73"x 1.21"x 0.021"THK STEEL 21 WOOD LOCK BLOCK 1.67"x 3.0"x 18.75" WOOD z 22 STRIKE PLATE 16 16 23 MDF BOARD MDF �i U p 24 0.50"z 1.69"D OR BOTTOM SWEEP VINYL Z Icy Z ¢o Q 25 WOOD LOCK BLOCK WOOD O Q oo O OQ !�!� I _ I - !�!� 26 EXPANDED POLYSTYRENE 1.o to 1.25 lb._DENSITY BY JELD-WEN FOAM �W 0O 1-J I I - pD O iD°0 op O a0 p 27 KWIKSET TITAN SERIES LOCK 2OD OR 66D - 000 p U ' O - I I I I I I 28 YALE HERTAGE SERIES DEADBOLT - Z�?� � 1 v p0 F-'f-10 io tb 29 LATCH SCREWS 8 x 1 1 2" PFH WOOD SCREW STEEL ti ao = _ 30 NOT USED - -1 Z 1n Q 2 2 O= �' 31 2X WOOD BUCK WOOD p W N� W=W= O O CD CD = _ 0 O c=j(=7 32 1 4'MAX. COMPRESSION SHIM WOOD I ll 2 0 2(� W W L.1=w= 0 [Y W W 33 16 GA. 7 16'CROWN x 2`LONG STAPLES STEEL q1 p UO W W W W 2 S W LLI == W O D] JJ � X z W W O K g X Z W W O w N UJ �W - - �m Q�Q W QQ w W W QQ DI ap 1_� a'D, Q D_CL U U1 0LLJ xQ X << 00 76 26 a \_ \ a a \e \� O(D MGM\ O(D O 0' M1�17\ �m N V1 aDN 0001 W w NS23 Yam N10 N 00 m� 19 X w 00 G7 r pp Gt w Z 'C m ° 10 - 24 26 26 Lg2 o N 16 16 as � a�� o o rn z w Of w. 0 9 Nm 19 m 19 a � �aooN� rx12 �� 24 \w ��w MLU 24 w N ono \oQ 1 1 1 1 VERTICAL CROSS SECTION TYP. - OPTION I L[fill,, C C)r o- I as CONCRETE 1NSTALLATIONCALE.- 3" v N p 31 DATE:12107107 L FAN' ' 0��SCALE:AS NOTED 1 3/4" 7 2 1/2" * 7 7 DWG.BY: EAG 9 "uo S A OF * cHK.BY:S. SAFFEL 10 • `DRAWING NO.: A VERTICAL CROSS SECTION TYP. B VERTICAL CROSS SECTION TYP. 1. O BOv D015881 2 WOOD FRAME INSTALLATION SCALE.- 3" =1'—O" 2 CONCRETE INSTALLATION SCALE.- 3" =1'—O" FBPE C rt5E" a m`=vi ��ssYe SHEET 2 OF 5 u 37 3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH 32 32 �%- 37 0 31 21 25 261NTERIOR 5 4 m O 23 H C U crJco op �\ 16 26 20 SEE DETAIL A / 7 ^ LO 7 \\\ t3 EXTERIOR ON SHEET 5 LU Y 2W 1 27 p 1 1/4" 1/4" MAX. SHIM SPACE 1 1/4" MIN. EMB. Z ti-w A HORIZONTAL CROSS SECTION TYP. ¢a vt �JWOOD INSTALLATION SCALE. 3" =1'-O" z o W U ZOO W 3 LO W V) O W z K I o 37 34" MAX. FRAME WIDTH } U / 32 36" MAX. PANEL WIDTH O W O m 36" MAX PANEL WIDTH 31 32 22 31 g ®® ®® ®® ��wN Z 17 zt 25 zs INT RIOR 5 4 ®® ��o�a Df g \ 20\\\\\ \\ 23 � 9 o hco 0 O \ 27 76 20 ®® s go go 1311 -kI-IED 2 5/8 \�\ SEE DETAIL A t 6 26 13 a 2 5/8 ®® ®0 ®® ®®® ®®® a M1N. a DN SHEET 5 EXTERIOR 2 p MIN. ®®® d I 1 �� �� ®® ®® m®® w � I 1 1/4 1 1 4' ®® ®®m o w o3m O [gig 19 MIN. EMB. fff«� MIN. EMB. n go n o ®® ®®® m a N � w O O O O O m n rn\\W B HORIZONTAL CROSS SECTION TYP. m N oo�o 3 CONCRETE INSTALLATION SCALE: 3" =1'-F �0 DATE:12107107 L IpA IB. i SCALE:AS NOTED N � * DWG. BY. EAG 70 3 A OF '* CHK. BY:S. SAFFELL DRAWING NO.: DO15881 rBPE C� f of autnxo';oO .B SHEET 3 OF 5 111 O O t\ SEE DETAIL D p SEE DETAIL A 6 6 L SEE DETAIL A m O 8 9/16" 8 9/16" 6„ I _ 8 3/4" U J Lo 1 6� rl6 SEE DETAIL D 3%16'" op - V-0 Z O �N6" Z Y =0Dm 7 9 1'-0 5T%16„ 4' S 2'-2" 9 15/1 9 15, 16" '� \ 7 1'-0 5716., c Y EL 00 I 9 15 16" n oo 1'-0 3%1 7 9 2 9 15 16" 7 g TYP. - ZUi TYP. - i 1'-0 5%16' a a 9 15 16- i U 9 15 16" SEE DETAIL B B 1'-0 3%16" SEE DETAIL B 2'-2" D Z p po p _ �w3 V 9 15 16"' A 7 g - B 1'-0 5%16" C C 7 9 0 P. _ 0 Do o>, z o T I TYP. I �1 Z�2 p 33 6"-{ 6" 1 - SEE DETAIL C 6=-� rt 6" f- SEE DETAIL C d w z F�I p(~i1 C o ¢ a a a ANCHORING LOCATIONS ANCHORING LOCATIONS �S ��3 INSWING SINGLE UNIT (X) INSWING SINGLE UNIT (X) m �,���x SCALE: 1/2" =1'-0" SCALE. 1/2" =1"-O" � ALL DOOR MODELS ARE VIEWED ifS FROM THE EXTERIOR SIDE "o Rs 90 8 E w3m O 3 w P In w N N O n N 2 NtON\] co 0\W OH _ \\ 0 2 0 0 6 r6 M101� 14 1 1 j%.�11f1111/� �\ 6 0 ' E -ice DATE:12107107 33L ;FAN• O%SCALE:AS NOTED 8 17 7t DWG.BY: EAG 33 S q OF * CHN. BY:S. SAFFELL DETAIL A DETAIL B DETAIL C DETAIL D ' o� O IDP r���� DRAWING NO.: SCALE: 3/8" =1'-O" SCALE: 3/8" =1'-0" SCALE: 3" =1'-O" SCALE: 3" =1'-O" �i� � D015881 �I3/B�AN BFA �\ EBPE I>M1iIIE of AutnoCTr'ixol�onA``95x8 SHEET 4 OF S ' 11 4" 0 n 1 -� m o= 3/4" N4 O FO Q Q Q U Z J�n 2 3/16" - '- 2 1/4 —I 1 Z O coo 1/2" LLLL N 1/16" (Min) 4 9/16" �I W Y Z D0°o �� Lr) WOOD JAMB FINCERJOINTED PINE BUTT HINCE 4x4x12 CA. l en\ADA ALUMINUM THRESHOLD INSWING THRESHOLD _ SCALE. 6" =1'-0" v SCALE.- 6" =1'-O" SCALE.- 6" =P-O" SCALE.- 6" =1'-0" � COYrL 2 V) 9/16 1 3/4" TWO 1 3/4' U U O I-- r �1 3/16" zuj w 1 1/4" N � �w z a 1 3/16" 1 1/8" o 0 00 O U �� DOOR TOP RAIL & SIDE STILE oD a I 1 o COMPRESSION WEATHERSTRIP el nY on�.021" MIN. CALV. STEEL BOTTOM RAIL MDF DO D o vl �`� SCALE. 6" =>'-0" �� Gv SCALE. 6" =1'-0" �9 SCALE. 6" =>'-O" 2`3SCALE. 6" =>'-O" o� o a 18 3/4" for 8'-0" DOOR a 11 3/4" FOR 6'-8" DOOR -� 1 23/32" 1 3/16" 3/16" C-SINK. {-- o 4 1/4" $ fr g n z DIA. VARIES WITH ���� HARDWARE USED l 7 AVINYL BOTTOM DOOR SWEEP of eV oG1LOCK BLOCK DETAIL A t2 o o N �y SCALE• 6" =1'-O" '�� ti� SCALE. 3" =1'-0" SCALE. 1/4" =1'-0" omnrn��w 00 0 DATE:12/07/07 :pAN p SME:AS NOTED * DWc.Dr: EAG 3 A OF * CNK.ev:S. SAFFEL i O VQ DRAWING NO.:IDP::.t �: D015881 ��isge eu}6�suur, ��� MK c Iff till 29578 SHEET 5 OF 5