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HomeMy WebLinkAboutBuilding Permit Application (2) Florida Building Code Online Page 1 of 4 RE' C Fio'ddd D e piipat]tq BCIS Home Log In ; User Registration j Hot Topics 1 Submit Surcharge i Stats&Facts Publications FBC Staff i BCIS Site Map Links ; Search Bushes. (�, Y:� � Profess ital USERPubliccU�seer°°a' Regulation Product AnDroval Menu>Product or Application Search>Application List>Application History>Application Detail YFL# FL13540 Rl Application Type Revision Code Version 2010 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 �l Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Janet Gerard fbcl@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (541)882-3451 Ext 2900 stevesa@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 2000 Equivalence of Product Standards Certified By Approved Testing Lab FL13540 RI Equiv JELD-WEN ASTM E1996 Equivalency Letter.odf Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHee... 6/17/2015 Florida Building Code Online Page 2 of 4 Date Submitted 01/27/2012 alidated Date Pending FBC Approval Date Approved 02/09/2012 Date � 06/19/2014 Summary of Products FL# Model, Number or Name Description 13540.1 Energy Saver/Contour 24ga Steel, 3'-0"x 6'-8",X,Opaque,Inswing or Outswing, Single Wood Edge Door Impact Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 Rl C CAC NI010116.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure:+55/-55 Installation Instructions Other: FL13540 Rl 11 1W162009.odf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FI-13540 R1 AE PER 1562 signed and cert.odf Created by Independent Third Party:Yes 13540.2 sw ng or Outswing Double Wood Edge Door Impact Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 Rl C CAC NI010116.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R1 11 1W162009.r)df Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL1.3540 R1 AE PER 1562 signed and cert.odf Created by Independent Third Party:Yes 13540.3 Energy Saver/Contour 24ga Steel, 5-4"x 8'-0",O/OXO,Opaque,Inswing or Outswing Single Wood Edge Door Impact Door,with Transom and Non-Impact Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R1 C CAC NI010116.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R1 11 JW162009.ndf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports F j4 R1 AE PER 1.562 signed and cert pdf Created by Independent Third Party:Yes 13540.4 Energy Saver/Contour 24ga Steel, 5'-4"x 6'-8",OXO,Opaque,Inswing or Outswing Single Wood Edge Door Impact Door with Non-Impact Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R1 C CAC NIO10116.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: F1.13540 Rl 11 JW162009.ndf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL13540 Rl AE PER 1562 signed and cert_pdf Created by Independent Third Party:Yes 13540.5 Energy Saver/Contour 24ga Steel, 4'-2"x 6'-8",XO, Opaque,Inswing or Outswing, Single Wood Edge Door Impact Door with One Non-Impact Sidlite. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI-1.3540 R1 C CAC NIO1.01.1.6.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 RI 11 JW162009.odf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHee... 6/17/2015 NATIONAL CERTIFIED TESTING LABORATORIES v FIVE LEIGH DRIVE YORK,PENNSYLVANIA 17406 TELEPHONE(717)846-1200 FAX(717)767-4100 www.nctlinc.com August 19, 2011 JELD-WEN Windows and Doors 3737 Lakeport Blvd. Klamath Falls, OR 97601 Re:ASTM E1996-05 equivalence to the ASTM El 996-06 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 In 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 E1996-05 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, NATION L CERTIFIED TESTING LABORATORIES, INC. PROFESSION Ray Lamb, P.E. "`° P MOND , SYLV Professionals In The Science of Testing lw �� NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors Certification No.: NI010116.01 3737 Lakeport,Boulevard Certification Date: 02/.11/2010 Klamath Falls,OR 97601 Expiration Date: 12/31/2015 Revision Date: 01/25/2012 Product: Series"Energy Saver/Contour"Wood Edge 24 Gauge Steel Side Hinged Doors w/or w/o n + Side-Liter or w/or w/o Transom (w/Wood Frame unless noted) Specifications Tested To: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b The"Notice of Product Certification"is only valid if the NAM[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%vivw.Namieertitication.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). In-swing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number& Out-swine Opaque Size Pos/Neg (psQ Rated Comments X I/S Opaque 37'x 6'10" +55455 0.0 psf Yes SJW2009-199 Single Wind Zone 4- Max Panel Size:3'0"x 67" Missile Level D Installation Details: JW162009(1-16) X O/S Opaque 3'2"x 6'9" +55/-55 0.0 psf Yes SIW2009-199 Single Wind Zone 4- Max Panel Size:3'0"x 6'7" b Missile Level D Installation Details: JW162009(1-16) XX - i/S Opaque 6'2"x 610" +551-55 0.0 psf Yes SJW`2009-199 Double Wind Zone 4- Max Panel Size:3'0"x 6'7" :Missile Level D Installation Details: JW162009(1-16) XX O/S Opaque 67"x 6'9" +551-55 0.0 psf Yes SIW2009-199 Double Wind Zone 4- Max Panel Size:3'0"x 6'7" Missile Level D Installation Details: JW162009(1-16) OX/XO I/S or Door-Opaque 4'3"x 610" +55/-55 0.0 psf Door-Yes SJW2009-200 Single w/Sidelite O/S Sidelite-Glazed Wind Zone 3- Sidelite-No Max Panel Size:3'0"x 67' Missile Level D Sidelite DLO:7 x 63 Glazing:IG-118 Tempered Glass Installation Details: JW1620091-16 OXO IIS or Door-Opaque 515"x 6'l 0" +55/-55 0.0 psf Door-Yes SJR12009-200 Single w/Sidelites O/S Sidelite-Glazed Wind zone 3- Sidelite-No Max Panel Size:3'0"x 67- 1Missile Level D Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Installation Details: 3W162009(1-16) O/X US or Door-Opaque 37"x Tl 1" -x-55/-55 0.0 psf Door-Yes SJW2009-200 Single w/Transoin O/S Transom-Glazed Wind zone 3- Transom-No Max Panel Size.3'0"x 67' " Missile Level D Transom DLO:59"x 8"Glazing:I0-3/32"Annealed Glass Installation Details: JW 162009(1-16) OIOXO 11S or Door-Opaque 5'5"x 7'l 1 +55/-55 0.0 psf Door-Yes SJNN'2009-200 Single w/Sidelites OIs Sidelite-Glazed Wind Zone 3- Sidelite-No Max Panel Size:3'0"x 6'7' &Transom Transom-Glazed Level D Transom-No Sidelite DLO:7"x 63"Glaring:IG-1/8"Tempered Glass Transom 131.0:59"x 8"Glazing:IG-3132"Annealed Glass Installation Details: W162009 1-Ib National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Ha es,V 23,072 Tel-(804)684-5124/Fax-(804)684-5122 NAMI AUTHORIZED SIGNATURE: f TET DVEND 74•MAX.OVERALL FRAME WIDTH ENERGY SAVERICONTOUR,OPAQUE, 72 114"MAX.PANEL WIDTH TA13L'E OFCONTENTS WOOD EDGE 6.0 X 6.8(XXI&5.4 X BA(OJOXO) 36 31W WITH SHT# DESCRIPTION INSWINWOUTSWING ASTRAGAL INSWINGELEVATI NS&GENERAL NOTES O) 24 GA 2 INSWING ELEVATIONS STEEL IMPACT ODOR SYSTEM p 3 INSWING ELEVATIONS 8 HILL OF MATERIAL GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS - 0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE,PRODUCT HAS 6 INSWING HORIZONTAL CROSS SECTIONS J BEEN TESTED TO ASTM E330.02,E331-00,E283-04,E1886.05,E1996-05b 8 AAMA 1304-02. ` \ 7 INSWING HORIZONTAL CROSS SECTIONS z O Q M SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS ~ 2 B OUTSWING ELEVATIONS D ly cel HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(LVD)3. / 9 OUTSWING VERTICAL CROSS SECTIONS z Y Z co NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. x 25 10 OUTSWING VERTICAL CROSS SECTIONS W q i- 2.2X AND 1X WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER O 11 OUTSWING HORIZONTAL CROSS SECTIONS `�*, 1-Q v LOADS TO THE STRUCTURE. = 12 OUTSWINGHORIZONTAL CROSS SECTIONS 0 a 3,PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR €u to U W 93 ANCHORING LOCATIONS €j n J= EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, p s 1 14 ANCHORING LOCATIONS '� Y o- 4.FOR DESIGN PRESSURE RATING SEE TABLE 1,SHEET 1. 6 a 15 ANCHORING LOCATIONS&DETAILS 5.SCALE BASED ON 11x17 SHEET SIZE. NOTE 2 18 UNIT COMPONENTS S.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER, 1 NOTE 2 g 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES ANDTRANSOMS. m \ / on: 8.PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION WO— REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN pQo INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO OH a 2 w as LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE o� m N P D, ,o ASTRAGAL A ^o z DOOR LEAF CONSTRUCTION: NOTE 2 O FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT( v muj THE CORE AND SUBSTRATE WITH!MC ADHESIVE. (INSWING IMPACT) w 1b " z z >Rr11 m CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND y w 0 3 o DENSITY EXPANDED POLYSTYRENE(EPS). >-Q z PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OFI tij z W 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA TABLE 1 o w O SHEET METAL SKIN 1540,300 psf,THE FACE SHEETS ARE BENT 90"OVEiR THE 1.688'X 1.0' m oz a LV!(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.6B8'X 1.203'BOTTOM RAIL DESIGN PRESSURE RATING a 3_ n CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018•MIN)STEEL.THE LOCK > BLOCK IS 1.688'X 3118'X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: g 9 SIDELITE CONSTRUCTION:EACH SIDELTTE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUTDOUBLE DOOR z CONSISTS OF TWO 0.125'TEMPERED GLASS PANES SEPARATED BY A 0.75•AIR SPACE. a SIDELITES)AND/OR TRANSOM Wf0 SIOLITE OR TRANSOM x FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. O THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING POSITIVE +55 +55 o i CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 55 v 0 ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 > THREE 16 GA.7116'X 2'LONG STAPLES AND ONE#EX2 PH WOOD SCREW PER CORNER. OUTSV WG N INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILLIJAMS CORNER ANGLED NEGATIVE -55 S5 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 JOINTS,SILICONE SEALANT AND FOUR 16GA X 7116'X 2'LONG CROWN NOTES: 0 4 AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB.THE MULLION TO DOORISIDELITE IS 1-ALL VIEWS FROM INTERIOR, n❑ ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A7116`HOLE DRILLED ATTHE CREATED SY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCTION. CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE,A PLASTIC OF THE TWO FRAMES.1"X 112'CORRUGATED NAILS ARE USED ON THE It1UIIIrrq" 'O RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND 68 X Y S SP �"" MOR UNITS WITH AN INACTIVE PANEL,TAKE A 112'HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A �� '--"G E Ns .•" 'e142-12 r2_12 D-Te 12/31/09 METAL STRIKE PLATE IS FASTENED USING TWO 98 X 2-1.T SCRENIS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENG � sc�a 112•-1 BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 112'HOLE AT THE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD No 10, CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO 98 X 21W IN PLACE WITH 16GA X 7116"X 2'STAPLES. *; *= ALEXSPYROU mu eG.LUBBECKE SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT - * - 201201.1211:23.02 45'60" cnc.er, S.FREY THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF VW "9 STATE OF 41� 4MSyw,PExn�T ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE :O f5 r� ee.w ea+nl TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS P "� JW162011 LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7116'AIR GAP. '�FSS,O 4•aG � nor v'rxww�Pn re meas tj JU L� �� raaec.wumrr.�,:.�ro.rsre sneer6aF 16 mnn certificafon No.: tot c� t a t Reviewed By; `- Date Reviewer 96 64 112'MAX U OVERALL WIDTH� 8412'MAX O.VA WIDTH RA 51'MAX n n 58 1!2'MAX,D.L.O. Imo'PANEL WIDTH 36 314"MAX OVERALL WIDTH rr. I 0 ED NOTE 2 i m 26 Y x w x = z 0¢c� 25 23-: m \ w ° Z w u coo x x ¢ LU Y S m 7 J Z o .�^ w X jQ 'S ¢r _ \ci a NOTE 2 d o 2 NOTE 2 NOTE 2 O~ p M w o O to / NOTE 2 UJ Y a NOTE 2 NOTE 2 ^ T MAX. ^ T MAX. / MULL POST co X a D.L.O. / m D.L.O. � �Op 71 MAX. / W D.L o MULL POST o / C NOTE 2 NOTE,[---4- 12'MAX NOTE 2 z N w '1-PANEL WIDTH �`�' TRI UNIT(OXO) TYP. 12'MAX. NO E 2 00;z w PANEL WIDTH 35 314"MAX A NOTE {INSWING IMPACT DOOR W1711 PANEL WIDTH NOTE 2 PAITMAX NEL WIDTH NflN IMPACT SIDELITES) r�F 35 314•MAXDUAL UNIT(OX) rwi 00 z_ PANEL WIDTH TYP• F37101'MAX O.V.A...I (INSWING IMPACT DOOR WITH t7 w ULL POST 1 FRAME WIDTH ( NON4MPACTSIDEUTE) olZwZo F �WOZ TRI UNIT(0!0X0} (INSWING IMPACT DOOR WITH \ hill NONJMPACT SIDELITES$TRANSOM) 26 = w ui x co 25 \ v W J Zw q O a N NOTE 2 / NOTE 2 F NOTES: S¢ 1-ALL VIEWS FROM INTERIOR. C / 2•MASONRY AND CONCRETE CONSTRUCTION, a z A ;�4\''��GENBc'• + 1-12-12 0'Ye 12131ttt9 No D sc C. 12.51. NOTE 2 *; *' Mm 861LIBBECKE 35 314'MAX. * S.PREY PANELWIDTH '9' TATE OF ura m k6;m-'.e, aa+�Nc w SINGLE UNIT(X) '+0�+'•.� JW162009 (INSWING Rd PACT) FS.'•�OR1fl:'C?�`� 127 W.t'-1**ARMA,aaeasa il'aXa 1`a2.fL JS>ba ++is�0 L� .� esvcca�..d��rri-,y.,w.re sE ,oc 76 reu2+ Ce(l�cation No.: nl .�o !„tp,•Q�_ Reviewed By: Date Review Item DESCRIPTION Melo w 37112"MAX O.VA. 1 HINGE JAMB(1114*X 4.9116'FINGERJOINTED PINE PINE FRAMEWIDTH 2 HEAD JAMB 11/4'X4.9118•FINGERJOINTEDPINE) PINE 0 31 112'MAX.D.L.O. 3 LATCH JAMB 1.1/4'X4.9116'FINGERJOINTED PINQ PINE 4 SIDELITEJAMB 1.1(4'X4.9116-FINGERJOINTED PINE PINE 5 910 PHILLIPS FLATHEAD WOOD SCREW WITH 111P MIN.EMBEDMENT STEEL O 6 4-X 4•BUTT HINGE 12GA LOW MIN STEEL n 7 #9 X 314'PHILLIPS FLATHEAD WOOD SCREW STEEL p NOTE 2 8 #10 X 112'PHILLIPS FLATHEADWOOD SCREW STEEL j 9 13116-ITW BUILDEX TAPCON WITH 1114'MIN,EMBEDMENT STEEL m 0 \ 10 COMPRESSION WEATHERSTRIP FOAM h U)to 11 INSWING THRESHOLD ENDURAMODEL LZAILPS6WMF1206063-T5!COMP. ALUMINUMZ O QM O 12 48 X 212•PHILLIPS FLAT HEAD WOOD SCREW STEEL d lL N 26 \ = 13 EXTRUDEDASTRAGA=GLOBAL 6663-115 AL ALUMINUM Y W .� 14 NOT USED 3 g a 25 r 15 SIDEUTESEAT Z60SERIES ENDURA VINYL n q w q 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL _i �)J O 17 BOTTOM RAIL 25GA.0.018'GALVANIZED STEEL STEEL 7 CO Y a- 18 18 HINGE SIDESTILELAMINATED VENEER LUMBER JLVLj LVL Q7 19 LATCH SIDE STILE LAMINATED VENEER LUMBER VL LVL O tY / 2 20 LOCK BLOCK 1-111+6"X 3-IV 3-IVX 12 FINGERJOINTED PINE TREATED PINE ui 00 0 m 21 ODL UP-LITE FRAME PLASTIC a o o NOTE 2 / NOTE 2 O 22 1.O.VA.INSULATED TEMPERED GLASS GLASS a M m m 23 16 Gal116'CROWNX2'LONG STAPLES STEEL 0 q,uj 0)N 24 CORRUGATED NAIL 112•X 1-1116'2S GA. STEEL j N ul p / 25 KWIKSET LOCK SERIES 400 STEEL 28 KWIKSET DEADBOLT SERIE3660 STEEL Z gN w uA 27 #8X2'PHILLIPS FLATHEAD WOOD SCREW STEEL U m z w 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w x 3 z O NOTE 2 29 NON-COMPRESSION SHIM WOOD 35 314•MAX. ` 3D EXPANDED POLYSTYRENE(1.0 TO 1.25 od DENSITY)MFG BY JELD•WEN FOAM ppO u z m PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL 124 GA GALVANIZED) FIBERGLASS O Q LS w A-525 COMMERCIAL QUALITY 0.021'MIN.THICK w w o SINGLE UNIT(0 X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL O z °2 QNSWING IMPACT DOOR WITH 33 CORNER PADS Z',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM — NON4MPACT TRANSOM) SETTING ON TOP OF THE SILL.BEHIND THE WEATHERSTRIP y 34 OUTSWING THRESHOLD AFCO MODEL I17TH973 6063-TS'COMPOSITE ALUMINUM g m 35 MULL POST,EDGE GLUED FINGERJOINTED PINE PINE w O 36 318'ROUNDED SCOTIA PLASTIC 3 37 SILICONE BEAD DOW 1199 SILICONE O 38 JAMS,1-114'X 4.12•FINGERJOINTED PINE LVL w to 39 OUTSWING THRESHOLD AFCO MODEL J-MT 606175 ALUMINUM O O_ 40 ASTRAGAL BOLT 0,313 OLA, STEEL U gn 41 OPTIONAL IX(WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD N Lu 42 11116 O.V.A.INSULATED 1;8•ANNEALED GLASS GLASS 43 /'STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER ALISEALENT 45 GLAZING CUP CELLULAR PVC NOTES: N O 46 ISASH CELLULAR PV i-ALL VIEWS FROM INTERIOR. 47 STRIKE PLATE GLOBAL STEEL 2-MASONRYAN%otl SII,, NSTRUCTION, a Z r 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL � Y 48 BOTTOM ASTRAGAL INSERT PLUG(GLOBAL) PLASTIC `���P� yiGENB •.G�! 1-72-12 °AtL 12/31/09 No 0 'Ye 112'=1' *' *= WZ•eG.LUBBECKE S.FREY �9- TATE OF •kfti' krb 3ec� PA. OMWIN NO. Ku p;ox. yci"•tOft ��` ,2r W.F�*Ar S*4V JW162009 V0 ` ���SS�O•...���`�� re ea a w ass a SxeET LOP 16 l ' uut�� CeftttiCat on No.: m!o I J// WOW By Date ReAewed: 2 s" t' 1'MIN m 1'MIN. NOTE 1 MIN. 1'MIN t'MIN NOTE 1 1'MIN. MIN. i'MIN NOTE 1 ip 1'MIN I 1'MIN 9 28 41 2 Z 1'MIN 28 41 1'MIN�^ 9 Y z NOTE 2 NOTE 1 NOTE 2 2B' 41 n O m co 0 29 i $137poj j 29 38 [J d J v 29 ; 2 383 d u-M z Y Ill x co SEE DETAIL AS M Y , Q F.- _ SHEET 15 an _ tx 36 43 F. J Q SEEDETAILA I- _ r =SHEET 15 1U ` 18O ¢ `,v 37 c-7 w 1 j m !Y y 42 C W x Y a. SEE DETAIL Aa " SEE DETAIL A 11116-0-A. C! ✓,,ti; SHEET IS 10 '�:, 44 45 46 €^ 3HEE 15 z 37 f 44 45 46 X tr 38 37n N 3p00 a 2 .. ' I paKu�i w dam -- \> X I p O K a C9. ,T.. XN U w It = S o cu w _ W '- ij Z a = i6 ca{D y m Z a IOtuC = y 30 w •. '•' G Z 30 10 $WIZ o sz 31rx aIW Z z 17 32 n 32 wl •}„'.'r Z' W su 30 3p � � � � a g mV 3 E0 O ..'r, `•;: 28 41 1112" 17 {�9 17 .. ..^ m SEE NOTE 1 EMB. _ g v, a 32 5 ? 1'M1N III-_ � I �w 1'MIN MIN. 1'MIN C T VERTICAL CROSS SECTION,D_OOR_,7RANSOM TYP. D CA OSS SECTION DOORRRANSOM TYP. 28 41 MIN• 9 4 WOOD FRAME INSTALLATIONq Mft 1 GQNCRETE INSTALLATION a z SEE NOTE t EMB- p, QQL•y�OENgF.'; 1-T2-i?. ani 92/31/09 5 1'M� 4 NOTE 1-9X MAY BE UTILIZED AS AN OPTION AS *,�• NO 0 * 3'=1' 1' LONG AS MINIMUM ANCHOR EMBEDMENT } umeG.LUBBECKE IN 1-MIN MIN 1'MIN-•I DEPTH,INTO MASONRY.CONCRETE,OR w-o. / �+ cnK.sr: S,FREY A VERTICAL CROSS SECTION.DOOR_TYi'. WOOD IS MAINTAINED. '9 i/,. TATE OF CRAM45N0.: 4 WOOD FRAME INSTALLATION B VERTICAL CROS SECTION,DOOR TYP. NOTE 2-OPTIONALLY,ANCHOR CAN BE PLACED '�O� „ ccA[.P8 Wa 69s8i 4 MA50NRYANOC,ONCRETEINSTALLATION Nd162009 IN NARROW SECTION OF NERD OF JAMB. 'y�Fs• O R t.✓C� ,vv.r� �r�n s+x A RAI � N Al. row cp F.off. .sssva s"seT-A-W 16 tV91 siuti CerfificaVon No.:_N t o c o l lle.o r Raiewed By: J Dale Refti 1 iy as I'MIN. NOTE 1 cd I* 1'MIN 1. L r I"MIN U 11 MIN —28 41 MIN. cd MI 1"MIN I'161IN 9 11 MIN 28 41 1*MIN. NOTE I u2j NOTE 1 1'MIN i'MIN to 28 41 28 41 U! C) NOTE I cj6 29 > 36 43 -j 38 29 0 SEE DETAIL A Lf 2 C3 cc T SHEET 15 37 42 ci @ T—W 38 36 43 T SEE DETAIL A 2 0< X �E SHEET t5 36 43 (L LL LLI 11116*O.A. 0 L-uJ % 0 Lu SEE DETAIL A Uj �C L CD 37 42 37 SHEET 15 36 43 < LIJ -j SEE DETAIL A 11/1 -OA. 44 31 16 37 C; 37 45 46 SHEET 15 cr 9 9 . i cc le co.L0 - 6 a. LL 0 31 V 44 45 46 30 37 rl 9 FX w 0 Oct z 21 E x Lu 8 -;y 110 21 w 'FEW J I*O.A. C; is ' 2 I 22 SHEET t2 2 36 43 22 -0 5RD 2 ZXC4 0 36 43 21 16 21 Mg 31 37 V) (La. It 31 31 16 L (D(L 30 31 17 17 uj Pwz w 30 W14 0 21 Ei I I 0z 1; 37 37 30 z SEE ErAIL-A— 21 SHEET 12 I*O.A. C! tu 1 t.9 >- lz 110. m Im 11 n SHEET 12 Q2)-- )8 22 1 22 41 28 1 112! 15 T 21SEE NOTE MIN. 9 III U) 21 31 EMS. 0 0 31 11 MIN a: t5 a I"MIN MV 17 VERTICAL CROSS SECTION SIDELITE TYP. RTI SS SECT-ION ODELITE TYP- —————v 17 a t 0 _6L rRO 06 WOOD FRAME INSTALLATION MASONRY AND CONCRETE INSTALLATION 37 37 an LIJ w NOTE I-IX MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR is g EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS C4 a 11 11 tiMAINTAINED. — %J191111", <0 S IZI 41 28 r - VAIF-*12131109 EMS. 9 • Na 0scuteSEE NOTE MIN. 1-12-12 $ e 3-=1. -0-11S.LUBSECKE I"MIN i*MIN S,FREY I-MIN'., I"MIN' TATF VERTICAL CROSSS TION SIDELITE/TRANSOM TY VERTICAL CROSS SECTION SIQFLITE frRANSOM TYP 1 JW162009 ............ I-li WOOD FRAME INSTALLAMON 16 -LATION GWm�on No.: Mewed By: Date Reviewed. 114'MAX SHIM THk19 —_ 13 10 1 1;4* MIN,EMB. MIN.EMS. SEE DETAIL A L A 19 31 �301 SEE NOTE 42 41 SHEET 15 fEE NOTE 3 27 r I 114'MAX 11 MIN. >a: THK _j 0 SEE DETAIL A I ca L_ t I . . w G SHEET 15 11 MIN, 18 1 c a: 1'MIN. 1*MING z 0-,c C? z CL LL CQ 30 31 20 5 10 w co INTERIOR x 18 W Y. CO IN8 1 L`�-:. . �." I _ M Z 90 LNMRIOR(d INACTIVE ACTIVE w 11 MIN U") LQSEE NOTE 4 1 A1 HORIZONTAL CROSS SECTION 4 C )RtZQNTAL CROSS SECTION ma y CL VIEW ATASTRAGAL INTERIOR 3D 7 6 VIEW AT DOOR LATCHISIDE JAMB HORIZONTAL CROSS SECTION (WOOD INSTALL) _lW MAX. B114'MAX 1 SHIM THK. \,V VIEW AT DOOR HINGEISIDE JAMB SHIM THK.— SEE DETAIL A Q0 W 0 (MASONRY AND CONCRETE INSTALL) SHEET 15 j;S8 z MIN.EMS� I SEE DETAIL A Mi 4 u; S 11W N.EMB, SHEET 15 MIN.EMS, 28 41 SEE NOTE 4 SHEET 1' 1*MIN, 3 rl5 114'MAX. :3'.'4 0 SHIM THS 0-0 M 31 1. fz z f,8) SEE DETAIL A 0 OPMIN 5 I.MIN. SHEETIS U _0 11 MIN, • tow:) 0 ul 10 18 2 EENOTE2 >-02 m 8 ? I zil MININTERIOR SEE NOTE4(E� 6 7 9 s E -z m z INTERIOR e Wo§� % 11 MIN NOTE4 0 06oca TION t F"N HORFZ AMS HORIZONTAL CROSS SEC ONTAL CROSS SECTION \,VVIEW T FIXED PANELISIDE J VIEW AT DOOR HINGE/SIDE JAMB (WOOA (WOOD INSTALL) INTERIOR D INSTALL) >. NOTES lf4*MAX 11W 1.FOR ANCHOR SPACING,SEE SHEETS 13.114 ————— w 11W /—E"\HORIZONTAL CROW SECTION— SHIM THK. MIN.EMS. &15. MIN.EMS. r 1W MAX,SHIM THK \_q./VIEW AT DOOR HINGE/SIDE JAMB SEE DETAIL A 2.SPACING FOR ITEM#12 FROM TOP DOWN: (MASONRY AND CONCRETE INSTALL) SHEET 15 ;i 6'.28-j,SO-s7%734% 29 SEE DETAIL A 3.ASTRAGAL SCREW SPACING FOR ITEM#27 w 91 I a z 4 SHEET 15 1/4MAX.SHIM THK: FROM TOP DOWN;J,34',20*,24+,544%69* 0 0 I IIr U V 3 SEE DETAIL A 4 MIN.EMS. 21 0 75-P&78-j'. SHEET 22 a > 31 2' 4.1 X BUCK MAY BE UTILIZED AS AN OPTION W 13 21,22 AS LONG AS MIN.ANCHOR EMBEDMENT ——— m 7 DEPTH,INTO MASONRY,CONCRETE,OR 9 S.TAPCON(ITEM#9)ANCHOR SPACING SAME As WOOD ANCHOR(ITEM#5)SPACING. (.40 AINTERIOR A - 6.OPTIONALLY,ANCHOR CAN BE PLACED IN 2! �T ??I- ---- WOOD,IS MAINTAINED. z SEE NOTE 2 12 tA N OF HEAD OR JAMB.B. 4 0 3643 INTERIOR 36 3 2 z �6 12 SEE NOTE 2 brr NOTE t:z 12 SEE NOTE 4 DAM 1213U09 v 1-12-12 SEE NOTE 4 INTERIOR36 3 9 41 EE NOTE 4 HORIZONTAL CROSS SECTION OaA 0 ;> W_�M 3'=1, No VIEW AT FIXED PANEUSIDE JAMS �CS.LUSBECKE (MASONRY AND CONCRETE INSTALL) cHK By, S.FREY /—G'\HORIZONTAL CROSS SECTION NALCR $SECTION 6 VIEW AT FIXED PANEUSIDE JAMB H HOR170 TATE OF DRAW1W NO� (MASONRY AND CONCRETE INSTALL) 6 VIEW AT FIXED PANEUSIDE JAMS4 OR 10� JW162000 '� (WOOD INSTALL) Ve. Pk A'L co Ott- Certification No.: Reviewed By: Date Review .............. 114"MAX 25 SHIM THK.TYP. I lrx MIN. 10 7 7 10 EMS.TYP, 38 SEE DETAIL A 38 30 31IQ 2* 21 3 31 9 SHEET 15 (0 46 35 44 402 48 >ir 0 it EQ INTERIOR cr -j 36 d3 NOTE 2 SEE NOT 212 INTERIOR 6 N.- 5 0-<j C? BA36 CL LL-C-4 er LU Lu �c HORIZONTAL C < /-A ROSS SECTION HORIZONTAL SEEa Zn9 45 -1 VIEW AT HINGED PANEUSIDE LITE AT MULLION /8 CROSS SECTION NOTE 4 diF NOTE 4 U) VIEW AT FIXED PANEUDOOR LATCH AT MULLION <:e I/�C HORIZONTAL CROSS SECTION U., -J N,V VIEW AT FIXED TRANSOM y 0- 1W MAX (WOOD INSTALL) co I 114*M[N. ago z EMB.TYP. SHIM THK.TYP. NOTES 3.FOR ANCHOR SPACING,SEE SHEETS 13,14 38 SEE DETAIL A 38 fL'b W SHEET 15 &15. Kw� 2,SPACING FOR ITEM#12 FROM TOP DOWN: 0 xuj 6".28-r,50-k,73-k. 44 42 3.ASTRAGAL SCREW SPACING FOR ITEM 427 ca t - 2 5?'0 FROM TOP DOWN: 3-�',20',24-1',54-k.59' Z�sm 0 m 4.IX SUCK MAY BE UTILIZED AS AN OPTION 3: g AS LONG AS MIN.ANCHOR EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR 1%w 0 >- WOOD,IS MAINTAINED. OZ3 (2 5.TAPCON(ITEM#9)ANCHOR SPACING SAME W Z 00 3643 29 5 3 • c AS WOOD ANCHOR(ITEM#5)SPACING. 6. 8 • # a Z SEE 41 2 MOM a 1 SEE OPTIONALLY.ANCHOR CAN BE PLACED IN NOTE I,OTE 4 9 NARROW SECTION OF HEAD OR JAMS. I-D'\HORIZOI CROSS SECTION_ \.V VIEW AT FIXED TRANSOM (MASONRY AND CONCRETE INSTALL) MIN 5 11/4* Q 114*MAX. lir ul to SEE DETAIL A 114'MAX. MIN.EMB. SHIM THY, MIN.EMB. I lf4'MIN,EMB, a z SHIM THK. SHEET 15 0 0 SEE DETAIL A a 0 m% 7 LA MIN.EMB. SHEET 16 3 3114 31 10 19 2 20 SHIM THK. 10 19 BE E DETAIL A A SHEET 15 10 tu OPTIONAL MASONRY AND CONCRETE INSTALLATION q1 0 0 2 mm FOR HEADERS AND JAMBS SEE NOTE 5&6%'uv6pmk 0 z -uj 9 4 z uwi V, / uj J- -- , 1 i " ..-GENS,I "-,, 1-12-12 1. - DAM 1201109 w 2 INTERIOR z 2 SEE NOTE 4 8 41 &OZAG.LUBBECKE mcsy, S.FREY '4 WAAS�-,AF- �mc Nw HORIZONTAL CROSS SEC HORIZONTAL CROSS SECTION 10, ,TION t F TATE F \,U VIEW AT DOOR LATCHISIDE JAMS 7 VIEW AT DOOR LATCHISIDE JAMB JW162DD9 (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) Ad eduatto-09— Cerfifution No.: fli t 0/a 1/6. Reviewed Ely: Date Reviewed— 74-MAX,OVERALL FRAME WIDTH 641J2'MAX O.MA WIDTH OVERALL WIDTH Em-o- 36 MAX.PANEL WIDTH n o 36&S'WIT PANEL WIDTH 58112'MAX D.L.O. c rU co co H 25 25 �' \ dr = a. LL t11 Y 2 r^ a do0- Riv g WLo OO \ �o WM�S o a g NOTE 2 p x J W Y IL NOTE 2 g J p NOTE 2 NOTE 2 W xtbN NOTE 2 7 NOTE 2 MULL T MAX O POST W, \ / 0Oo n 7'MAX. MULL Q INACTIVE ACTIVE D.L.O. POST p L L o tl� ASTRAGAL NOTE 2 NOTE 2'��12'MAX. o TRI UNIT(OXO) PANEL WlOTH DOUBLE UNIT(XX) NOTE 2 ?�N J OUTSWING IMPACT (OLITSWING IMPACT DOOR WTH NOTE 2@& O-� W NON-IMPACT SIDELITES) p 0 O 371Y2'MAX O.VA NOTE 2 35 31d"MAX 12'MAX w j Z FRAME WIDTH PANEL WIDTH >9 y m 3 51'MAX o 31 it2'MAC.D.L O. 37112'MA(O.V.A. PANEL WIDTH N W a � N OVERALL WIDTH n FRAME WIDTH TRI UNIT(010X0) }t7 p m (OUTSWING IMPACT DOOR WTH O W NONIMPACT SIOELITE 8 TRANSOM) n IZ�.y 9 o 2S �` NOTE 2 \ W 3 z n \ \ I 26 \ g m W w p w ci \- = 26 Q}y x W J J O RY \ J �� W t0 25 \ �a^ m 0 0 a NU in OTE 2 NOTE 2 0 = '.9 n v o j / �?d NOTE 2 NOTE 2 . MULL 7-MAX �W n D.L.O. l POST 2NOTE 2 / NOTE 2 / NOTES: N o n I.ALL VIEWS FROM EXTERIOR. / 2-MP ND CONCRETE CONSTRUCTION. ¢p Sp z NOTE2 A / NOTE2 ���Q�.L�CENgF., '�^ i-i2-f2 OM-, 12/31109 12'MAX. LTOE Mw N 2 35 We MAX. No 0 PANEL WIDTH A B 35 314"MAX C PANEL WIDTH a �f3•LUBU88ECKE PANEL WIDTH NOTE MAX. _,,,p: * cra Rr; S.FREY 353!4' DUAL UNIT(OX) SINGLE UNIT(01X) PANEL WIDTH SINGLE UNIT(X) "9 TATE OF (OUTSWING IMPACT DOOR WTH OUTSWING IMPACT erw r.`w_a�w (OUTSWING IMPACT DOOR WTH 4��`F 4' ,. xxx +u,q� JW162Q09 NON-IMPACTSIDELITE) NON-IMPACTTRANSOI) �1it1111 All 6 In 1/_C�:sal..-- iiewed 6y: Nil 1 7 s Z 1'MIN 1'MIN. MIN 1'MIN m t'MIN. NOTE 1 I NOTE i 1'MIN M TE 1 Y N 2 MIN. 1'MIN co 29 17 w NOTE 2 NOTE 1 NOTE 2 9 28 a1 Z 1'MIN 28 41 1'MIN 9 28 41 r �Z 6 29 41 1 E 5 .0 . • O, ^� � ' O }Z) j • '29 _ .� j • 29 •^38 JCL / a� m CD Q j v i 2 38 36 43 = .�'�-w j .� t U �j r g ^ z r SEE DETAIL A a? w c Y 36 43 d Q`Y SEE DETAIL A `;.- t6 ti SHEET 15 37 o w = Z LL DO N SHEET 1S _ w Sco 1D = 76 11116'OA, d2 d w w a z 37 w Q SEE DETAIL A -t ¢ u ^ 42 Jo S 10 z• 45 46 SEEDETAIL AS 11116'O.A. z ' Y d ,•',;E SHEET 15 44 _ EET 5 U. 37 12 44 0 3$ j 37 45 46 n g _o o O � Qog v'`• 2 Oxw to O x � a r 2 ti. O^� v O Q W = i _j Ix x 16Dz v nQ. w ¢ 76 = m ? 3p ur w 30 10 _ 3t z Z 31 wz zat3 r LU 17 tt 0. 17wl C awD2 =O 0Ix 30 30 10 10 0 x S> z •t" w n w w 31 31 zol 34 39 6 a t'. U 17 17 28 41 w rn 10 10 SEE NOTE 1 9 ,V 0 N �' = a. o 4 b w 34 39 1, 34 39 `v N 1"MEN— w 1'MIN MIN. w 28 di ^ D VERTICAL CROSS SECTION DOORITRANSOM TYP S o SEE NOTE 1 g C CLC OSS SEC O DO RRRAN M 9 MASONRY AND CONCRETE INSTALLATION lw' WOOD FRAME INSTALLATION y`UyIy1�11.p�t/, az -'{1•MIN I{I.._ I Q?•,:;�EAis•.�(�.� 1-12.12 DAW-'12/31/09 5 1--1'MIN 1' 4• NOTE 1-1X MAY BE UTILIZEDAS AN OPTION AS .- MEN, 1'MIEl LONG AS MINIMUM ANCHOR EMBEDMENT * No 0 *S w/c,W,,.LUSBECKE / A"\VERTICAL CROSS SECTION,DOOR TYP, ^\ DEPTH,INTO MASONRY,CONCRETE,OR c,oc.er S PRE1, 9 WOOD FRAME INSTALLATION �l VERTICAL CROSS SECTION,DOOR TYP, WOOD IS MAINTAINED. _•p: qy Anne..o.d 9 MASONRY AND CONCRETE INSTALLATION NOTE 2-OPTIONALLY,ANCHOR CAN BE PLACED "9' TATE 4F � sa�a,o.e.no.an�m 'O wx'aaaro JVt162009 IN NARROW SECTION OF HEAD OF JAMS, + � ��•~ u� nailer Addendum to NAMI Ceffication No.: Reviewed By Date WeieF_ C6— I'MINI- ;NOTE I 1'MIN ll*MIN m MIN t'MIN 28 41 W I'MIN 9 NOTE 1 MI 1*MIN 28 41 t'MIN. NOTE I I"MIN NOTE I V MIN — 11"MIN Z 9 28 41 D 28 41 z 12 C3 V) 29 M >ft (29) -j 0 38 43 -------- (29) co cr -j -"'n43 SEE DETAIL A 2 z 0:�C? SEEDE!�rlLA 4'36 SHEET 15 37 42 0 TJ x 38 4 SHEET 15 IL cm 37 42 Z W W 2 0 W SEEDETAILA W N, co 36 lltl6lOA 37 43 W W 37 42xX1 SHEETIS x W <7 u- SE TAIL A (L EDE I ti 10/16-OA - to 44 SHEET 16 0 W 31 16 37 Q 45 46 J 16 W P, 37 44 Oa. 30 31 co�d(L 45 46 3k 1 a 0 38 37 30 OW . (0 21 l'O. z 1 Lj8o 0 38 W 21 1.0 tY C; gas SHEET 12 —6 2 ch SHEET 12 8.5--4 0 2 36 43 22 37 36 43 21 I coo 2 215 ;�,7 16 37 31 lK, Na m w (x a > tj` v,,li C) 16 17 wuj 0 31 17 c2 a. in C7 0 LLI z R I rx 8 � w cd a: I-- W 21 1-0 1 30 K I I � 30 w cc c)ujo 0 37 ?� uj 0 AIL ir 2 21 1'OA. 0 7 .. ...... 34 39 SHEET12 uj J zi to J 301 JLA '7 39 w Go a SHEET 12 w 28 41 (D 22 22A SEE NOTE 1 9 21 21w z (o) 31 Q5)--4 1*MIN 17 Ica CL W iz in 0 0 1*MIN w — 2 06 V MIN 0a —t'MIN w N 17 ;110 32 VERTICAL CROSS SECTION SIDELITE TYP, VER71CAL CROSS SECTION St ELITE TYP. \1�O MASONRY AND CONCRETE INSTALLATION 30 37 Z u� \LO WOOD FRAME INSTALLATION r Lu 39 37 34 39 31 NOTE I IX MAY BE UTILIZED AS AN OPTION AS XJL LONG AS MINIMUM ANCHOR EMBEDMENT 28 41 DEPTH INTO MASONRY,CONCRETE.OR -IzI WOODIS MAINTAINED. SEE NOTE 1 x`1-12-12.'CEN- 1&'31;09 3' o Mr-E&LUBBECKE 1"MIN 1.MIN. t'MIN t 'cc= cw,By: S.FREY— II MIN ATE OF -LITE(M yr AL CROSS SECTION SIDELITE(TRANSOM I JW162009 VERTICAL CROS On V0 rA S ANSOM TYP. SOMI TYP k:1V WOOD FRAME INSTALLATION ION \ZO ......... MASONRY AND CONCRETE INSTALLATION mder""ki— I.. N�96 Ceffic9mNo.: p l igic I i-(,. o / Reviewed By- 1412 Date ReVieweF— -,Lr —L� J/?-- ........... 1/4'MAX. SHIM THC: liz (25 13 10 1 114' SEE DETAIL A MIN.EMB. 19 OTE 4 41 MIN.EMS. 30 3' SEE N SHEET 15 . PEE NOTE 3 27 1 SHIM •I*MIN. :11 af SEE DETAIL A THK. m 0 I SHEET 15 MIN. 18 10 ' ' C-) Cc in I'MIN. d:w z 0<T 31 LL Cj EXTERIOR 20 18 10 ELI to WIto I T I�k I-MI-z EXTERIOR 3: INACTIVE ACTIVE 9 78 w 11 MIN fn EE NOTE 4 A* HOR=NTAL CROSS SECTION I t—c"\HORIZONTAL CROSS SECTION sd 0- �l VIEW AT ASTRAGAL EXTERIOR 30 7 629 �l (WOOD INW ATSTALL) DOOR LATCWSIDE JAMS (W 114. B \ HORIZONTAL CROSS SECTION tie MAX MAX SHIM THK.— SHIM THK. \Ll�/VIEW AT DOOR HINGEISIDE JAMS SEE DETAIL A 0, .xo MIN.EMB. (MASONRY AND CONCRETE INSTALL) SHEET 16 tu 0 4 ='-0 1 SEE DETAIL A 1 lw MIN.EMB. crab SHEET 15 <m� I I iL6uj MIN.EMB. I- I*MIN. ?&EE NOTE 37 21 od z _f� '.MAI. M Op �SHIMTHK. f uui2� Z ZOO o SEE DETAIL A 01,MIN 5 1•MIN. T SHFETIS MIN. z m031 2 wm 1-0 18 EE NOTE 2 EXTERIOR 600 0 zl"MIN SEEr4-I 2 3 4 Wz SEE NOTE4@4 06 EXTERIOR NOTE 4 Logo W 2wr th )w I" IN I F"\HORIZONTAL CROSS SECTION 0 HORIZONTAL CROSS SECTION \�l VIEW AT FIXED PANEUSIDE JAMB Oz 11 VIEW AT DOOR LATCHISIDE JAMB30 (WOOD INSTALL) 7 EXTERIORI (WOOD INSTALL) iii NOTES ltr MAX 1 114* 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 1 114- HORIZONTAL CROSS SECTION SHIM THK MIN.EMB. &ls. z MIN.EMB. 114*MAX SHIM THK \Li,/VIEW AT DOOR LATCHISIDE JAMB2.SPACING FOR ITEM#12 FROM TOP DOWN: < (MASONRY AND CONCRETE INSTALL) SEE DETAIL A x —\ 6-,28.1',SO-r.734. u SHEET 15 w 0) SEE DETAIL A 1W MAX SHIM THK 3.ASTRAGAL SCREW SPACING FOR ITEM#27 a z 4 SHEET 15 b FROM TOP DOWN:J%3-�,20-,24-j%544%59' 0 0 3 SEE DETAIL A 1 Ire 7 IN.EMS. 121 �30 T31� 754" I� &70-j-, > 31 8 1 3 21 SHEET 15 @1 4.1X BUCK MAY BE UTILIZED AS AN OPTION 22 21 0 3 7 AS LONG AS MIN.ANCHOR EMBEDMENT 2f DEPTH,INTO MASONRY,CONCRETE,OR z 18 WOOD,IS MAINTAINED. z. 6.TAPCON(ITEM 99)ANCHOR SPACING SAME C! 4 EXTERIOR AS WOOD ANCHOR(ITEM#5)SPACING. KIAS.-Y ANCHOR CAN BE 6.OP PLACEDIN A EXTERIOR z �i?�WN OF HEAD OR JAMS. z - �6 3643 SEE NOTE 2 12 36 43 28 41 t 12 EE NOTE 2 SEE NOTE2 12 SEE NOTE 4 N,S DAM 12131p09 Ri. 1-12-12 9 SEE NOTE 4 EXTERIOR 3 9 2 41 EE NOTE 4t HORIZONTAL CROSS SECTIONNo 0 M sc- 3-=1*'11VIEW AT FIXED PANEUSIDE JAMS LI-V M.LUBBECKE (MASONRY AND CONCRETE INSTALL) HORIZONTAL.CROSS SECTION cc- cw�w- &FREY HORIZONTAL CROSS SECTION �10 TATE OF Wz k,Li,/VIEW AT FIXED PANEUSIDE JAMB rH .0NTA & � , S7�­"L oftArx.N(LI so 'v �0101 JW162009 (MASONRY AND CONCRETE INSTALL) \,11�VIEW AT FIXED PANEUSIDE JAMB ':' 121W.F*��-. MOOD INSTALL) W'4�P�FUM 16 mdandwitow fig p We Ceffifind Bmfion No.: M i n i o i i : Date Wawye37 5 1!4'MAX 5 —SHIM THK TYP. 10 1 712•MIN. AQ EMB.TYP. SEE ET IL A p383 31 19 31 0 21 27 0 g 7 9 3 31 1 SHEET 1 ET 15 (J B C{ 22 46 46 NOz n 11I (D c SEE NOTE 12 2 �— ` Z p Q cm g q 1 EE NOTE 2 36 43 EXTERIOR f Z W<m 6 EXTERIOR ERIOR Z LU y W f r+ 1 HORIZONTAL CROSSSI C710N SEE 4A 26 29 36 43 45 3 d 8 41 B HORIZONTAL CROSS SECTION S E OTE 4 ^ 1n A VIEW AT HINGED PANEUSIDE LITE AND MULLIONSEE 12 VIEW AT FIXED PANELIDOOR LATCH AT MULLION C HORIZONTAL CROSS SOON W Y 72 VIEW AT FIXED TRANSOM IW MAX (WOOD INSTALL) 7 1!4•A9IN. SHIM THK TYP- lf4'MAX. X K EMS.TYP• SHIM THilrK. UM NOTES SEE DETAIL A ' ; MIN.EEMB, SHEETSEE DETAIL A t FOR ANCHOR SPACING,SEE SHEETS 13,f4 a"w /j SHEET 75 IJ(' 0.co ui 815. Obx 3 2,SPACING FOR ITEM#12 FROM TOP DOWN: gz y tz0 •' d8 44 4 70 19 2 2U 6%28-x' 50- 73-?. W-e 0z I o 3.ASTRAGAL SCREW SPACING FOR ITEM 427 =Sr N O�l d d m t FROM TOP DOWN:3',3-}•,20',24-j',54-.1".59• 0 m O 0 w z ; F• i, z z 754•&78•}•. a�z 2 N z 2f g A; Z E "g - 4.1X BUCK MAY BE UTILIZED AS AN OPTION >•�{cy O w•- / ' AS LONG AS MIN.ANCHOR EMBEDMENT 4F�- aicc w 5 `� ' ' '' �• ••1'+ ', DEPTH,INTO MASONRY,CONCRETE,OR y p N 0 36 _ -�= WOOD.IS MAINTAINED, 000 O 45 37 29 50 EXTERIOR 5,TAPCON(ITEM#9)ANCHOR SPACING SAME w O z • SEE 41 2 EXTERIOR 8 47 SEE SEE NOTE 4 8 41 2 AS WOOD ANCHOR(ITEM#5)SPACING. alw O z 9 NOTE NOTEd 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN — /—D'\ HORIZON AL CROSS SECTION_ t�E1 H RIZONT L CROSS SECTION NARROW SECTION OF HEAD OR JAMB, g m 12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATf.HiSiDE IAMB -, (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) r MIN, w �IWIN. ,•MIN 5 1114' 114'MAX SEE DETAIL A 1 117 .; fn MIN.EM4 :2 // THK, SHEET 15 MW,EMB. '. 1114•MIN.EMB. 0 0 0 MIN 10 GLASS OITE 11a•p1AX 1 2 3 4 o it t0 19 2 SHIM THK. 9 _ 1(8•TEMPERED SEE DETAIL A Im SHEET 15 1p F z� 2i f OPTIONAL MASONRY AND CONCRETE INSTALLATION d �z '` 1 W4• 314'AIRSPACE FOR HEADERS AND JAMBS �w 9 t SEE NOTE58`C�Aa19j�� Yir�� az ��i tea Sf�_ i� 2 118'TEMPER£D ':'-:L\C h`$e-'• 1-t2-A� -TL-12731109 �` 3'=1, 2 EXTERIOR INTERIOR * s Na 0 *' r-o-cG.LUBBECKE SEE NOTE 4 8 47 GLAZING DETAIL A S.FREY SCALE:6'=7'•Q" '9' �STATE OF. �/ AnasKa.ac �,q F HORIZONTAL CROSS SECTIO, Oma.•,� A.• �:� F�t+u.+taax. JW162009 12 VIEW AT DOOR LATCHISIDE JAMB �`'•L OR1Q: -0 ,7f+v.RbCn�.A•w 5b iR3 (MASONRY AND CONCRETE INSTALL) Ad� '�b`S�O�VALS�' � FOKIr 1waA.� snro m+EE,12 OF 16 Cert'rfaon No.:r_1l- 1_ L — Reviewed By: Date Wend: I - -z- 89112' 393/4' 71 S SEE DETAIL E SHT.15 (BOTH JAMBS) 81314'MAX FRAME HEIGHT(INSWING)— 80112'MAX FRAME HEIGHT(OUTSWING) 5' 5'TYP. --�) Am m mm .n CG) 1 N to `L 'o n ---------rrr---ttt--- zg I f F J tA'MAX.O:C.TYP. rn �m m m m A Y r r A t'0 14'MAX.O.C.TYP.-1---I 3'TYP. 6112" 39 318' ar- p�7C7 5 c�i r SEE DETAIL 0 m SHT 15 m ZE 4p �95114' O) a O 94112'(OUTSWIUTSWiNG) ": 4 y Y 13112' 19 5'TYP. 3'TYP.--I I —_o _L t — r --�I !�om Z,>cz f © z-1 m ttytittl off)% D`o •A � �� � I N � Z C '0 `+O.p m * a` D p = y•.9 O �;• -n Y.,C••,, . , / U *lJ7, y Ir 89318' _= 39 518' tt ry z 'f'm Nm =m 3�£ m 7318' m -gym tml w > r SEE DETAIL E r aa� O r SHT.15EM s cT PRODUCT: ENERGY SAVER/CONTOUR,OPAQUE, JELD-WEN.INC. WOOD EDGE&0x6$(XX)854x843(0!0X0) INSWINGIOUTSWING 24GSTEEL DOOR 3737 LAKEPORT BLVD. A. Q a m r3 PART OR RM KLAMATH FALLS,OR,97601 BY A 12,01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH,541-882-3451 NO DATE REVISIONS INSWINGIOUTSWING • 14-MAX.D.C.TYP. SEE DETAIL G 61 SHT 15 39 316* cm 81314-MAX FRAME HT.(INSWING) n 61-MAX.FRAME HT.(OUTSWINO) 6-TYP. V TYP. 0 0 G) 61 314'MAX FRAME HT.(INSWING) zz O 81-MAX FRAME HT.(OUTSWING) —1 a 6 1 w 391!2' z G) if c z SEE DETAIL 0 Z4 SHT.Is 51 TYP. V TYP, 69 3/tr m m 39 !-a m 0 M to (A 7 318`--- SEE DETAIL E SHT 0 14"MAX.O.C.TYP. w III IW MAX FRAME HT,(INSWING) SEE DETAIL E m. 94 112-MAX FRAME HT.(OUTSVVING) SHT.16 0)V) I m 5 112" 39112" 131!2' m- —J J7— tn M 7112- co m lmq: 393/4' 3 TVP. In SEE DETAIL ff. 69 Ur SHT,Is 5"Typ.w 5,TYP. I.Typ, t it 4 T ;ZR t z '4 Zzo -Z �— �14'MAX.O.C.TYP, om, z l0 rn 0 a �5 6 m I "'Ittlifli"ti 0 !-,A zt, e * m -4 i �(e........... ;u k 'N X. ie. 10 -4 —11--1-Typ.,x to SEE DETAIL E SHT.15 0!01. Z o 0., �> m 0 7112- 39 314" 69 lir ;"#•fRlir,rtltaa z A z 0 Pry SP z PRODUCT.- ENERGY$AVERICONTOUR,OPAQUE, JELD-WEN,INC. WOOD EDGE 6-04-8(XX)&54x"(Oloxo) 3737 LAKEPORT BLVD. INSWiNGIOUTSWING 24GX STEEL DOOR P-T0RASSFMBLY* KLAMATH FALLS,OR,97601 A 12.01.11 2010 COD CHANGE JLA OUTSWING HORIZONTAL PH.541.882-3451 Sy CROSS SECTIONS REVISIONS SEE DETAIL I NOTE o 1-/ USE#10 WOOD INSTALLATION SCREW W/1.5W MIN.EMBEDMENT r WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS, rn ~ 3' > p P _ SEE DETAIL 8 \ 2-USE 3116'ITW TAPCON ANCHOR W!1 U4"M1N.EMBED. Q N_ WHEN INSTALLING INTO CONCRETEIMASONRY SUBSTRATE AT SIDELITE SILLS. -J p 31 TYP• rC DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1114*OR m L / SCALE:6•=1'-6• 314"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT J IS MAINTAINED. ? 0 q I �' 1 z�"_� R W Y S J t9 z m w ( ( 0 1 34 9 47 12 'S Q a3 O to _ �j 2 1 3 4 1 ° ui I DETAIL D 23 ASTRAGAL X p ( TOP STIKE PLATE j_O 28 o So 2 3 4 28 SEE OTE p,&w z m I 5 I #2 $ 7 eel s O I ( 1r P• D B 7AILC Z,tlA c¢im RNG��ER�E'TAII AT HEAD ��IRNER�TAII AT SILL 7 7 z��a., °-' °mz zw MULL t / MULi / DETAIL E W 4 u: O EE DETAIL C --- HINGE DETAIL w u U 0�c3 ¢ 5]z ANCHORING LOCATIONS TRI UNIT 2 ¢Iw O z_ INS WINGiOUTSM ,UNIT(OXO) 49 DETAiI a y a SCALE.1tY=i•-9" 27 > ASTRAGAL BOTTOM m INSERT PLUG(INSWING) DETAIL G � 0 X 21/2' 38 23 LATCH&DEADBOLT STRIKE 47 WOOD SCREWS 27 PLATES u TYP. w w 27 O O O 2 11 34 3938 c n 2d 27 D£TAII F =H ASTRAGAL BOTTOM(OUTSWING) o a Na 2 NOTE(S) aaaaaaa\5 8fPy���i, z 35 1•ANCHOR SPACING FOR BOTH d`�v,•AGE NS'. L oases 12/31109 1 4 INSWING&OUTSWING. v A y 1-12-12 uE.AS SHOWN 2-SCREW#28 IN DETAIL C,NOT USED IN �-�t No 0 *? -G aE LUBBECKE (XX)CONFIGURATION. �DTA]LFiH /' � cwcsr: S.FREY 9% ;,•STATE OF wti naws �a,,>E. oavnc�'xr.: CORNER DETAIL AT TRANSOM MULL 'O '4.1 r4wfo.r�,w.seae gip'.,-.4 DP. `` w a JW162009 •.,O a 1,r aC�O u•'�urk, ,wnc`tiiie�0.o`�a MULL POST SILL SIMILAR ���4N17.A��E aaa rarcceca•:;G+,n.•u.e+razrve s"eaT.l`3°r i6 Aftndum to NAMI i/s S//2-'-- L{ 4 9116' __,,,�„�,,.-4. 1 11a•— 3;a'— I �j I 1_ 5518' r.{5,8'� 11715' — -1 SCD 5. I r O a Lij acc WOOD JA 8 FINGERJOINTEO PINE O O ^ t-111,16'-{ 1 'o 1 SCALE.6'=1-0' COMPRESSION I f LATCH STILE H N�ur1 2 1 I ENDURA INSWING THRESHOLD WEATHERSTRIP T { TOP RAIL U j —►��.— !8'(MJn) ii VINYUFOAM III ffh ^ HINGE STILE z Q �? SCALE:6' ANO CgMPOSITE 3 SCALE;a'=1'-0' SCALE:V=1'-Cr LAMINATED VENEER LUMBER Z�LLCQ 4 O SCALE:8"BUTT �1'fi 4 2 GA.STEEL 1O 1 T 25 GA.STBOTTOM EL IL SCALE:6'=T-0' W Y 3118' SCALE:W=1'-T Q`t 1 16 18 19 p I.�vt II----1 314• m Y a 718* (---a 518• —i I _FF LOC ° 5518' 20 F NGERJOI TED PINE AFCO Q'TSWiNG THRESHOLD. AFCO OUTSWING THRESHOLD I 131d•— 4 m o SCALE:6'=1'D SCCAAI.E 6 L�1N-0D'COMPOSITE O 6063 T5 AL AND COMPOSITE 32 DOORS SWEEP CORNER PADS °rx~ , SCALE:W=1'-D• N SCALE:6'=1'-0' Q PLASTIC b A B SCALE:6=1'•D" z z0 � z � �— 1314'-------------- z oEl @C�lo 1--ma aRIKEPLATE 3 n A B t ata• STEEL �m Ot3 ASTRAGAL EXTRUDED SECTION A A SECTION B-8 21 PLASTICFRAME SCALE:5'=1'O' o SALUMINUM SCALE;6•=1'D' z SCCALE:ALE:G=1'-(r _ 1ra2r" —}_ 3112• o 1.312 I 0 0 I 2117 —�2 U8'(-- o V) ,p O ASTRAGAL BOLT MULL POST dD COLD DRANdN STEEL O EDGE GLUED FINGERJOtNTEO —�' O SCALE 6'ffit'-0' SCALE:6'=V-0' 1318' I` 15 y�lOELITE STAT 48 SING E UNITS ONLY N L'—F 13116' e O EXTUDED PLASTIC r� SCALE �oYefGt, <° —_ 1 qERR= , ,, � Z `` ,�GBAig � 1-12-12 12131109 tt SAS SHOWN Q_EL000mLWttt6'!—f ° tom* ( 4 717--j '* Nc D # mw,EG.LUBBECKE {—21116' c,"A.or S.FREY +'�:'• OMkt+ Ne.h G3'd+.P.E OFNN7HGMR.: ae TRANSOM SASH TRANSOM GLAZING CUP 38 FIXED CORNER TRIM 38 TRANSOM JAMF B TATE csz++ac.w be,°' 9� .o o;aanno� I JW162W9 45 CELLULAR PVC CELLULAR PVC PLASTIC FINGERJOINTED PINE SCALE:6'=Y SCALE:6•=1-DSCALE;6'=1'-0' SCALE:6'=1'-D __R__Adde^ T �yt�iSO"F 1Q•- � .`� '�'a„`� �n n�aea�� s¢E= a 81 run coi alwavi:ra+na,.rasia Ceffoom No.--_„61//)Lo Reviewed By Date2— 127 W. Fairbanks Ave. BUILDING DROPS I Suite 438 Winter Park, FL 32789 A Perfect Solution in Every Drop 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Steel Door for Florida Product Approval Port No. 1562 Florida Building Code 2007 & 2010 Per Rule 9N-3 Method: 1 —A (Certificate) Category: Exterior Doors Sub— Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Steel Door 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: ,�.�`'� S pY'''�. ALEX SPYROU JELL-W N, inc. � ,5...... Ra*,, 3737 Lakeport.Blvd. P�:. G E NSF�.'G •,� 2012.0,1' '12 Klamath Falls, OR. 9760.1 ~* No 14. Prepared by: o� TATE of .53-.50 -05 00 Nexis spyra�, P.E. -�,�' �� �o RX��': Florida Professional Engineer#68101 r�, jiS7ONAj- Date: 12/01/2011 Contents: Evaluation Report Pages 1—4 Installation Details Pages 5 Alexis Spyrou, P.E. Florida No. 68101 BUILDING DROPS FL#: FL13540 /2011 A Perfect Solution in Every Drop Date: 12/015 Report No: 156262 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Opaque Wood Edge Steel Door (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 Alexis Spyrou, P.E. (FL#68101)for Jeld-Wen Inc.based on Rule Chapter No.9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Alexis Spyrou, 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 2007&2010 Florida Building Code. See Installation Instructions JW162009,signed and sealed by Alexis Spyrou, P.E. (FL#68101)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2007&2010 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 2007&2010 Florida Building Code and does not require an impact resistant covering on single and double door systems. 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. Alexis Spyrou, P.E. Florida No.68101 Page 2 of 5 BUILDING �������kN� ��Q��NU��� ������ FL#: FL13540 A Perfect Solution UmEvery Drop Date: 12/01/2011 Ce�fic�eofAu�o���on:zyS78 RepnrtNo� 1SS2 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)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 E283'O4 w ASTM E33O'U2 w ASTM E331-OD m ASTM E1ODG'OS w ASTM E1996-0Sb Referenced Data: ' 1. Product Testing performed byQuality Testing Inc. (F8COrganization#TST76]Q) Report#/S]VV2OO9-199,Report Date:1/1Q/2O18 S]VV2OO9-JOO,Report Date:1/1D/ /1O 2. Quality Assurance National Accreditation and Management Institute (FBCOrganization#: QUA 17O9) Alexis SpymuP.E Florida No. 68101 Page 3ofS BUILDING DROPS FL#: FL13540 A Perfect Solution in Every Drop Date: 12/01/2011 Report No: 1562 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. Alexis Spyrou, P.E. Florida No.68101 Page 4 of 5 BUILDING DROPS FL#: FL13540 A Perfect Solution in Every DropDate: 12/01/2011 ` Report No: 1562 Certificate of Authorization:29578 Installation Method JELD-WEN, inc. Energy Saver/Contour Opaque Wood Edge Inswing/Outswing 25 Ga. Steel Impact Door System g^ (XX) 6"TYP. �TYP.j r F3"TYP. -I I a - = O w - x LDo w LU Q lL m m � I _ I I IIIII I I I 74"MAX FRAME WIDTH (O/OXO) 3"TYP. 6" 3"TYRP. in Ilill I Ilill I i I I j I a I I I � I - � I i I I i I I j I I I I I � I I � I I I i � I I Iljll IILII r I Alexis Spyrou, P.E. Florida No.68101 Page 5 of 5