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HomeMy WebLinkAboutProduct Approvaltit q4Dr%%r ou-19-a14 SBl47P FR"J" RIM 5617921642 TD-.396I333r?4T P.1 O%LA sem. . jr�. - W1.1 tit q4Dr%%r Florida Building Code Online '.;Business & Professional Regulation r>,: 'us • r e • 1 42516, 1 V1 T ,t►r.,.ti, ... ,- —... Sub=SOMMM : sbmarsm wbpcaSens I roeahn I SCIS sawn I Luo I Search i>.• I 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 Product Manufacturer Address/Phone/Emao Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Ernall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted W 7ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 205.1171 garyr®jeld-wen.mm Crary Rollinson ftx@jeid-wen.mm Steve Saffell 3737 Lakeport Blvd Klamath Fags, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.tom Exterlor Doors Swinging Extorter Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standa[d ASTM ES8B6 ASTM E1996 ASTM E330 ASTM E331 xtu 2005 2005 2002 2000 � K •Rh J#tit Method 1 Option A 01/27/2012 hth,-/Axnsnn Anridnhttildina nror/nr/nr ann dti.a_cnx%atatn=wGEVXOwtD(iuvnOPErOHeef... 1/29/2614 Florida Building Code Online i rage t 014 r� Date Validated 02/06/2012 Data Pending F6C Approval Date Approved 02/09/2012 Summary of Products FL? Model, Number or Name Description 13540,1 _ - Energy Saver/Contour 24ga StW,, . Y -W x 6'-8•, X, Opaque, lnsvring or OutSivirip�j:"le ,Wood Edge Qoor ,!a' Impact Door . . --, I - Limits of Use Certification Agency Certificate Approved for use In HVHZ: No F 13540 RI C CAG NI010116 01.odf Approved for use outside MVM Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions OthelFIVAW R1 TI 1wlA2nn4ndF 135401{ Energy $3ver/C0utonr 249a Steel, Wood Edge Door Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: tion & Management institute, Party. nwj and rprt nq[ 6'-0' x W-8•, XX, Opaque, Innving or Outsving Double Impact Door System CertWKAUan Agency Certificate EL111W RT C r1AC„NI010116ALodf Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions F1 13rAA.P% 11 1ar161,g0ggI Verified by: National Accreditation & Management Instituta, Created by Independent Third Party: Created by Independent Third Party: Yes 13540.3I Energy Saver/Contour 24ga Steel, 5.4• x 8'-0•, O/0X0, Opaque, Inswing or Outswing Single Wood Edge Door Impact Door, with Transom and Non -Impact Sdegffis Unwhis of Use Approved for use In HVHI3 No Approved for use outside HVHZ: Yes Impact Resista:d: Yes Design Pressure: +55/-55 Other: Certification Agency CortitltaW f113W RI C CAC N1010116.01,odf QUIllity Assurance CoMraet Expiration Date Installation Instructions E1.13W R1 it IW162009odr Verified BY: National Accreditation & Management Institute, Created by Independent Third Party: Elraluation Reports Created by Independent Third Party: Yes , : 13540.4 Energy Saver/Contour 249a Steel, 5'-4' x 6'-8•, OXO, Opaque, Inswing or Outswing Single Wood Edge Door impact Door with Nan -Impact SFdelites umits of use Approved for ase In HVHZ No Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: +551-55 Other. 13540.5 Energy Saver/Contour 24ga Steel, wood Edge Door Limits of use Approved far use In HVHZ: No Approved for use outside HVH2: Yes Impact Resistant: Yes Dosign Presaurm +551-55 other: 13540.6 Certification Agency Certificate Quua3liAssurance Contract Expiration Date Installation Instructions FL13540 RS II ]W 162009 adf Vedfled 8y: NatiM Aaraditdtton & Management Imanute, Created by Independent Third Party: Evaluation Reports _ Created by Independent Third Party: Yes ,V -2'x 6'-8', X0, Opaque, Inswing or Outswing, Single Impact Door with One Hon -Impact Sidlite, Certification Agency Certificate Quuaal� Assurance Contract Expiration Data 015 Ioatanat:on tnstructiona FL13W RI It 3W16 00g.ndf Verified 8y: National Acon dita ion & Management insatote, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes --- R+1 .......,7..,,,..,..,, ..(:RTT'Y1111AT1rn11m(1PFr(1Nr+of 1%')anni4 Florida Building Code Unime --.a- - -- { Energy Saver/Contour 24ga Steel, 3-0' x a'-0', O/X, Opaque, Insuring or Out rang, Wood Edge Door Singlelmpact door with Transom umfts of use Approved for use in HVHL• No Approved for use outside HVIM. Yes Impact Resistant Yes Design Pressure: +SSI -55 Other. (13540.7 ( Energy Saver/Contour 249a Steel, Wood Edge Door Limits of use Approved for use In HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant No Design Pressures +54/-50 Other - (13540.5} Energy SaverlContour 249a Steel, Wood Edge Door Umits of use ' Approved for use In HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: +50/-50 Other. 13540.4 Energy Saver/Coruour 249a Steel, I Wood Edge Door Limits of use Approved for use In HVHL• No Approved for use outside HVH2t Yes Impact Resistant No Design Pressure: +50/-50 Other. 13540.10I Energy Saver/Contour 24ga Steel, i Wood Edge Door Limits of use Approved for use in HVK& No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other. 13540.11 Energy Saver/Contour 24ga Steel, Wood Edge Don t.imits of use Approved for use In HVH7- No Approved for use outside HVHZ.' Yea Impact Resistant No Design Pressure: +501-50 Other, Certification Agency CertiNo34o Quality Assurance Contract Exphat on Date 12/31/2015 Installation instructions EL13540 RI IT 3W362009.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Fl 11.94P. RI A,f PFR 1552 signed and cert.gdf Created by Independent Third Party: Yes 3'-0' x 6'-S', X, Glazed, Inswing or Outswing , Single Door Certification Agency Certificate Quality Assurance Contract Expiration Data 01/3112015 Installation Instructions Fi.13540 R2 D IW17 009.gdf Verified By: National Accreditation & Management Institute, Create by Independent Third Party: Evaluation Reports F} 135611. RI AF We 1 SQ3 RI.ndF Created by Independent Third Party: Yes 5.4' x a'-07, OIOXO, Glazed, Inswing or Outsvdng, Single Door with Transom add Sidelites Certification Agency Ca rdficato Instructions Date tion & Management institute, Party: Yes 5'-4' x 6'-B', OXO, Glazed, Inswing or Outswiog, Single Door with Sidelites Certification Agency Certificate 9 11540 RI C rArNMjg126.01.gdf Quality Assurance Contract Expication Date 011312015 Installation Instructions FL13540 R1 II 3W2 009. df Verified By: National Accreditation & Management Institute, Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Yes W-2' x 6'-S', XO, Glazed, Inswing or Outswing, Single Door with One Sidlite. Certification Agency Certificate Quality Assurance Contract Expiration Date 01/312015 Installation Instructions EU3540 RI II Iv4172009 adP Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FU3540 Rl AF PFR 1563 R1.odf Created by Independent Third Party: Yes 31-0"x W-08, O/X, Glazed, Inswing or Outsvdng, Single door 1 w th Transom 1 Certification Agency Certificate FI13540 RS C CACNI0102 601 a, Quality Assurance Contract F"Iration Date 011312015 Installation Instructions Verified Sr. National Accreditation & Management Institute, httn•/Avwwfinririnhiiildinrt.ort,/nr/nr anti dti.asDx%aram=wGEVXOwtl)quyndPElOHeef... 1/29J2014 Florida Building Cade Online .. Nage 4 az 4 Created by Independent Third Party: EvatuaWn Reports B t Rcen Rim AE pER iSS? Ri odt Created by IndependentThitd Party: Yes r.._-rr------- ,..._.i+t111011MA NATIONAL CERTIFIED TESTING LABORATORIES FNE LEIGH DRNE • YORK PENNSYLVANIA 17406 • TELEPHONE (717) 848.1200 FAX (717) 767-410D www.ndhQCom August 19, 2011 JELD-WEN Windows and Doors 3737 Lakeport Blvd. Idamsth Falls, OR 97601 Re: ASTM E1996-05 equivalence to the ASTM E1998-06 cr 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: 65.3.3.6 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 E1996-08 or ASTM E199M2 requirements and methods. Therefore, products that have passed the ASTM El 996-05 testing also qualify under the aegis of the ASTM El 996-06 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, NATIO L CERTIFIED TESTING LABORATORIES, INC. Ray Lamb, P.E. Professionals in The Science of resflng JEr.D"w o ENERGY SAVERMONTOUR. OPAQUE. WOOD EDGE 64 X 88pm 8 S-4]( B-0(0)OXO) fYSWI4WyrSWINO 240A.STEELIMPACT DOORSYSTEM ' GENERAL NOTES ---.t 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND FLORIDA BUILDING CODE 4FBC) BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TO ASTM E330.02, E331.00. E2831114, EING-05. EIRDS-06b 8 MMA 130402. SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE (WD) 4 RATING. DOOR SYSTEMS HAVING SIDELITERRANSOMCOMBINATIONS RATE AT WINDZONE IND) 3. NOTE: GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. 2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCTANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE TABLE I. SHEET 1. S. SCALE BASED ON 11x17 SHEET SIZE. 6. ALL 1X IS 2X TO BE 0,55 SPECIFIC GRAVITY OR GREATER, 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. 8, PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTIOA: REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO=OH LENGTH/ON HEIGHT IS 1.0. DOOR LEAF CONSTRUCTION:, FACE SHEETS: THE FACE SHEETS ARE GLUED TO HE C1• ORE ANO SUBSTRATE WITH LMC ADHESIVE. CO E ESIGN: THE CORE CONSISTS OF 1.1.25 POUND DENSITYiXPANUED POLYSTYRENE (EPS). PAIJEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24 -GAUGE (.021' MIN) GALVANIZED STEEL, THEAVERAGE MIN. YIELD STRENGTH OF 24 GA SHEET METAL SIGN IS 40,300 P31. THE FACE SHEETS ARE BENT 00- OVER THE 1.688' X 10 LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL THE 1.088'X 1.203' BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25 -GAUGE 4.078' MIN) STEEL THE LOCK BLOCK IS LESS' X 3118' X 12- FINGER JOINTED PINE. SIDELITE CONSTRUCTK)JI:, EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL. INCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK. INSULATED GLAZING CONSISTS OF TWO 0A25•TEMPERED GLASS PANES SEPARATED BY A 0.75 NR SPACE. FRAM€ CONSTRUCTION:, THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. THE INSWING SILL IS COMPRISED OF ACOMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED, BATTED. SEALED USING SILICONE AND FASTENED USING THREE 16 OA 7/18' X 2' LONG STAPLES AND ONE 0100 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A 48%2 PH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED FROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNEAS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA. TNB' X 2 -LONG STAPLES CENTER OF THE SILL AND A IS FASTENED USING TWO MBX 212• . FRAME JOINERY ARE SEALED AT — 76• MAX. OVERALL FRAME WIDTH 721/d' MAX PANEL WIDTH —� 363!6' WITH _ ASTRAGAL F- / /\ \- F - '}m 0 / Ya NOTE \ / M \ / \ / IL INACTIVE \ /ACTIVE ASTRAGAL Jin Dim DOUBLE UNIT I%XI NOTE2 (INSWING IMPACT) % TABLE OF CONTES IS M OESCIP.,ING INSWING ELSE RAGENER4L NOTES 2 INSWING ELEVATIONS 1 3 IIESWING PLEVATIONS 8 BILL OF.MA I I 4 INSWING WRTICAL CROSS SECTIONS 1 I 5 INSLfING VERTICAL GROSS SECTIONS 1 6 INSWING HORIZONTAL CROSS SECTIONS I l INSWING HORIZONTAL CROSS SECTIONS 1 8 OUTSWfINO ELEVATIONS I B OUTSWING VERTICAL CROSS SECTIONS �x I 10 OUTSG VERTICAL CROSS SECTIONS O I 11 OLITSWING HORIZONTAL CROSS SECTIONS 1 12 OUTSWING HORIZONTAL CROSS SECTIONS 13 ANCHORING LOCATIONS Z I 14 ANCRORING LOCATIWF45 6 IIs %WENORING LOCATIONS A DETAILS NOTE 2 l 18 UNIT COMPONENTS � ` TABLE 1 DESIGN PRESSURE RATING JOINTS. SILICONE SEALANT AND FOUR 16GA X 7/15 X 2• LONG CROWN STAPLES THROUGH THE JAMB, THE MULLION TO DOORISIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS OF THE TWO FRAMES. VX 12• CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND 08 X 2• _ SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. A WOOD MULLION COVER 15 THEN INSTALLED OVER THE ENTIRE LENGTI OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7178• X 2' STAPLES. UOR USING DOW 1109 SILICONE. TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF IV N: FRAME HEADS, SILLS AND JAMBS ARE MADE OF ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE FRAME CONSTRUC VIL . THE FRAME CORNERS ARE JOINED USING RABBET GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASS VENEER LUMBER ( ) PROVIDES A7/16•AIR GAP. NOTES 1- ALL VIEWS FROM INTERIOR. 2- MASONRY AND CONCRETE CONSTRUCTION. cerdWonto: N1OIup(�_of Reviewed By /•l/ Date Rev(ewea: Y7leli 1.12-12 ALEXSPYROU 201201.121121D2 -0SYIO uasmw.ec 'Dl) /mVA]M Sh W ma un a•m.+..od.w wn 04 O az 4wP: 12•=T I 04P PB.LUBBECKE I S. FREY W.N JW162M 16 mm]]y,]. __1 DESIGN PRESSURE RATING: SINGLE DOOR WITH 8 WITHOUT DOUBLE DOOR SIDEUTE(S) ANDIOR TRANSOM W10 SIDLITE OR TRANSOM INSWING POSITIVE -55 .55 NEGATIVE SS 55 OUTSWING POSITIVE •55 +55 NEGATIVE -55 55 JOINTS. SILICONE SEALANT AND FOUR 16GA X 7/15 X 2• LONG CROWN STAPLES THROUGH THE JAMB, THE MULLION TO DOORISIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS OF THE TWO FRAMES. VX 12• CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND 08 X 2• _ SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. A WOOD MULLION COVER 15 THEN INSTALLED OVER THE ENTIRE LENGTI OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7178• X 2' STAPLES. UOR USING DOW 1109 SILICONE. TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF IV N: FRAME HEADS, SILLS AND JAMBS ARE MADE OF ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE FRAME CONSTRUC VIL . THE FRAME CORNERS ARE JOINED USING RABBET GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASS VENEER LUMBER ( ) PROVIDES A7/16•AIR GAP. NOTES 1- ALL VIEWS FROM INTERIOR. 2- MASONRY AND CONCRETE CONSTRUCTION. cerdWonto: N1OIup(�_of Reviewed By /•l/ Date Rev(ewea: Y7leli 1.12-12 ALEXSPYROU 201201.121121D2 -0SYIO uasmw.ec 'Dl) /mVA]M Sh W ma un a•m.+..od.w wn 04 O az 4wP: 12•=T I 04P PB.LUBBECKE I S. FREY W.N JW162M 16 mm]]y,]. __1 64 IW MAX OVERALLVADTH Sg lir MAX, O.L,O. —+•� !9 9 NOTE 2 NOTE NOTE g NOTE PANEL MOTH 3531'r MAX TYP. PANEL WIDTH "TIE, --)/MULL EZMUL4 POST TRI UNIT (m)(0) (INSWING iMPACf DOOR WITH NOK4MPACT SIDEUTES R TRANSOM) E4 )tZMAXO.V.AWiOTH -- 353f4"MAX _ PANEL MOTH � r TE2 � r m� DOTENOTE 2� - WIDIR PANELP. TRFUNR Ot XtSi � QNSVflNG IMPACT ppOR WCTH NON4MPACT SiDEUTES) 37 itr MAXO.VR. r FRAMEWIDTH 1 r NOTE r � m NOTE 2 353(4'MO. PANEL WIDTH SINGLE UNIT (X) ((NSWING IMPACT) $I -MAX (�T OVERALL WIDTH 2 xo y NOTE 2 r .NOTE 2 i .4s 2 rMAX. 11 MULL POST g D.L.O. V tl •'4 r r �x� NOTE 2 �! PANEIWIOTH 353f4'MAX Ll PANELWIDTHQUAL UND (OX) �(INSWING IMPACT DDDR WT)XNON•IMPACTSIDEUTE) °O��SSSSjjjj NOTES: p 1- ALL VIEWS FROM INTERIOR. 2• MASONRY ANOC�N�RETE CONSTRUCTION. .Att$di�Hi�e�; 7y y-Cn'f +O 1.12i2 mn. f. 13) =3::. I�'y oaswnrcaE.ae.D,L1 SU72S.H=EtC• fREY ^DPiTXrATCOr KEC�I JW162 ronnAo' �'yOA .•4 t;r��i a,waas.� 52G78 =J CerMicaflca Nyaa Re�away Wu % Date Re+deea C; 37 112* MAX O.YA. G FRAME WIDTH •� 31 iJr MAX D.L.O. nt _ NOTE 2 t k 26 yy�u t3 25 \� d— b �m a NOTE 2 / NOTE 2 w NOTE2 3S 314- MAX. PANEL WIDTH — SINGLE UNIT (000 (INSWING IMPACT DOOR WITH NON4MPACT TRANSOM) NIM DESCRIPTION MAN44I I I 1 HINGE IAMB (I VC X 49N6' FINGERJORNED PINE( PINE I 1 2 HEADJAMRJI UPX4.911S'RNGERIOINTEOPINE) PINE I 13 LATCH JAMB 11•1N' X49119' FINGERJOINTED PINE! PINE I 1 4 SIDRITEJAMBlt•1l4'X4911S'FDIGERJOINTEOPINEL PINE I 1 5 NIOPHILLIPSFIATHEADWOODSCREWLMTH11Tr M1N.EMBEOUENT STEEL I 1 S 4'X 4' BUTT HINGE I2GAJ.089' MINI_ STEEL I r 1 7 N9)(&4' PHILLIPSFLATHEAD WOOD SCREW STEEL I I B N10%11? PHILLIPS(;LATHEAD WOOD SCREW STEEL, I J 0 I S 3fIVITWBURDEXTAPCONWITH I 1N'MIN. EMBEDMENT STEEL 1 m I 10 CfM1PRES510N WEATHERSTRIP fOfLJA_J V ¢N.1 u] 111 INSMNGTHRESHOLDENDURAMDDELLZAILP56WMFI2060S1T&COMP. 'ALUMINUM((JQa.�4��TT ? 112 NSX21R• PHILLIPS FLAT HEADWODD SCREW STEEL I aLLril 113 EXTRUDED ASTRAGAL(GLOBAU &)B TEAL ALUMINUM I W LU LU¢ 0- 1 14 NOT USED I 1 15 SIDELITE SEAT. ZED SERIES IENOURA) VINYL I tj n ` 16 TOP RAR LAMINATED VENEER LUMBER ILVLT LVL I W n g = 17 BOTfQMRAIL25GA.(0.0I9%GALVANIZEDSTEEL STEEL) lh Y d 1B HINGESIDESTILE LAMINATEDVEREERLUMBER(LVL) LVL 1 19 LATCH SI DE STILE LAMIN(1TEOV)NEER LUMEqR W) LVL 20 LOCX BLOCK Wlll'X1IWX 12 RNGERJOINIED PINE TREATED PINE Will 21 O)IL UP -LITE FJTAME PLASTIC I p S 22 V O.VA INSULATED TEMPERED GLASS GLASS I a L23 114Ga. 711W CFN.wN%r LONG STAPLES STEEL) 24 1 CORRUGATED NAIL I2' X 1.1/16' 25 GA. STEEL II �j� F 25 I KVAKSETLOCKSERIES 400 STEEL q 126 I WAKSET DEADBOLT SERIES 660 127 108 STEEL I 1 _ oxN u�I� 5L�'j X r PHILLIPS FLATHEAD WOOD SCREW 128 12XW000BUCK GRADE 2 SOUTHERN YELLOW PINE 129 INONCOMI+pESSION SHIM SIFEL W000 I� WOOD I zp ui i pp A 130 I EXPANDED POLYSTYRENE 1.25pdpENSRY) MFG BYJELOWEN FOAM I (1ATO » 3J 31 STEEL DOOR PANEL SIGN MATERIAL (24 GA GALVANIZED) FIBERGLASS t78 AS2S COMMERCIAL OUAUTY 0D21'MIN. THICK.) I w 132 I)N9WWG VINYL WOR BOTTOM SWEEP VIM q 33 PADS r. LOCATED ATTHE GOMM OF EACHJAMB LEG 33 FOAM (CORNER SETTING ONTGP DF THE SILL, BEHIND THE WEATHERSTRIP m 34 I OUTSWING THRESHOLDAFCO MODEL 117TH9T3 6061T&COMPOSITE ALUMINI. 35 IMULL POST. EDGE GLUED FOJGERJORf1EDPINE PINE I 1 38 131W ROUNDED SCOTIA PLASTIC 137 I SELIMNE GM DOW 1199 SILICONE 1 33 (JAMB, 1.114' X 41G' FINGERJOINTED PINE LVL C �1 1 39 I OUTGWING THRESHOLD AFCO MODEL J.2297 606175 ALUMINUM $ '� I40 I ASTRAGAL BOLT 0.313 DIA. STEkL o w 41 I OPTIONAL IXWOOD BUCK GRADE 2 SOUTHERN YELLOWPINE MOOD 1 42 111R8O.V.A INSULATED Ur ANNEALED GLASS GLASS 1 43 O'STEEL BRAD STEEL 144 (ALUMINUM GLAZING SPACER ALJSEALENT S� 1 145 [GLAZING CLIP :ELLUTAR PVC NOTES: I- ALL VIEWS FROM INTERIOR. I' -I' �JII 148 ISASX CELLULARPV( 2- MASONRY AND CQn�TE CONSTRUCTION. TE _ STEELq� 148 I DEAD BDUEOLT BACK PLATEIJSINGLE DOOR SYSTEMS ONLYI STEEL .•`�%Vy-L8 BPy :4j 1t 49 I BOTTOM ASTRAGAL INSERT PLUG IGL&BAL1 PLASTIC .•`p�;•V�GENSF.��� 1 -T> -;l wrc: 1'13109 00 `�� •�� wa40.LUBBECKEI �.p S. FRE Y :IOC w.roro ve '9•• TATE OF` mui 40•b:uee W4WN4n4: .e �GO.c::�•. _ .. P..2_J a.uw,oa. JW182009 Ce ffication No.: �/ a J ei / 1 �. 0 / Reviewed By: Date Reviewed: SEE DETAIL - 18 SHEET 15 10 O W • �• � I Ed 32 ��111 n 31 IVr MIN. EMB. Ll —I 1' MIN — 1' MIN A VFeT.MA1, rpfnp§9r?Wo N. DOORm 4 WOOD FRAME INSTALLATION 1' MIN MIN. —1 IA71N NOTE2 1 —2. 16 f �f 18 N SEE DETAIL A 10 .,. SHEETIS Ir— oEl 30 . 17 31 10 —1' MIN. (y CCw r MIN NOTE �2 1R 1' MIN �= E 1 � SEEDETAILA SHEET 15 ;, �°O�J� 38 SEE DETAIL - 18 SHEET 15 10 O W • �• � I Ed 32 ��111 n 31 IVr MIN. EMB. Ll —I 1' MIN — 1' MIN A VFeT.MA1, rpfnp§9r?Wo N. DOORm 4 WOOD FRAME INSTALLATION 1' MIN MIN. —1 IA71N NOTE2 1 —2. 16 f �f 18 N SEE DETAIL A 10 .,. SHEETIS Ir— oEl 30 . 17 31 1' 1 10 —1' MIN. 1 �z g S 1R 1' MIN �= E 1 � SEEDETAILA SHEET 15 ;, �°O�J� 38 SEE DETAIL A SHEET 15 37 ' 38 1' 1 ID ,::•: i wO O 30 ui u"i x 31 ... a 17 32 1, 1 1 12' MIN. EMB. 32 ? 1' MIN � t' MIN 1' 11 e MIN.' c AI r.RRnm y.mgN IN%,Rm3ANSOMTYP. D 1 gn 8 V I 4 WOOD FRAME INSTALLATION v . V. •� v.,•�OENI p. NOTE I. IX MAY BE UTILIZED ASAN OPTION AS jA J' V 1• I LONG AS MINIMUM ANCHOR EMBEDMENT _ 1— MIN. �— I' MIN -- DEFTH, INTO MASONRY. CONCRETE, OR y I �� WOOD IS MAINTAINED. 'A�STATE ! R \ VERTPCAI CROSS SFCTIOI DOOR TYP, NOTE 2. OPTIONALLY, ANCHOR CAN BE PLACED �O•p ;�,� 4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. '• aP • < D n 1' Codification No.: N ► tI ► n f► . o ► Reviewed By: !U DateReviewetl: 6'6112-- I -MIN ,— u (r2w 42 W �z g S a 28 41 0 �\ SEEDETAILA SHEET 15 ;, �°O�J� ' 38 ID ,::•: i wO O 30 ui u"i x 31 ... a 17 32 1, 1 1 12' MIN. EMB. 32 ? 1' MIN � t' MIN 1' 11 e MIN.' c AI r.RRnm y.mgN IN%,Rm3ANSOMTYP. D 1 gn 8 V I 4 WOOD FRAME INSTALLATION v . V. •� v.,•�OENI p. NOTE I. IX MAY BE UTILIZED ASAN OPTION AS jA J' V 1• I LONG AS MINIMUM ANCHOR EMBEDMENT _ 1— MIN. �— I' MIN -- DEFTH, INTO MASONRY. CONCRETE, OR y I �� WOOD IS MAINTAINED. 'A�STATE ! R \ VERTPCAI CROSS SFCTIOI DOOR TYP, NOTE 2. OPTIONALLY, ANCHOR CAN BE PLACED �O•p ;�,� 4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. '• aP • < D n 1' Codification No.: N ► tI ► n f► . o ► Reviewed By: !U DateReviewetl: 6'6112-- I -MIN 1'MIN N TE i 1' MIN a 28 41 0 N ' > Lc . ,; :• •.:•.. m0 28 38 j N Z O< 2i LU le 38 43 m 42 JMW Yd 7111WO.A. O w $a LL 45 48 KQ rc r� \ �o 4 N N b � aye y��yy55J s WOT aI�— '6 5 m 1 _ �A-1 — 1MIN 6S Sj<Ci(ON pQOR/fRANSOM TVP. ODNCRETE INSTALLATION ¢ O 7.1.•12 Dore 127331 .....[. 3'vp IrE rve, r. $. FREY • w� W.b1Tw oC I/,C (bM PC W MSO. R'44MA Wl 'G`V a•K 'e�"(muv+"s,.n JW182009 a`aA=...—�ert�.. a.�moo`n�ro iays v�a�u' 18 t' MIN- NOTE 1 1' g MIN. _z 1• MIN 1' MIN NOTE 2e at j. MIN. I- MIN m 1' MIN. NOTE 1 8 �w — 1' MIN NOTE 1 Nw 1'MIN Z8 41 �� r 1- MIN — 9 28 41 uTJ 29 € • �: A •.. C colt m Z9 co O iL� a� SEE DETAIL A IS 43 C3 JE ? a Mgt J ill V w OA. 0 == 2 6 2 /E1 6 SEE DETAIL J' SHEET 15 37 �•�• � e7 38 43 1• MIN 1' MIN NOTE 2e at j. MIN. I- MIN m 1' MIN. NOTE 1 8 �w — 1' MIN NOTE 1 Nw 1'MIN Z8 41 �� r 1- MIN — 9 28 41 uTJ 29 € • �: A •.. C colt m Z9 co O iL� a� SEE DETAIL A 2 1 C3 JE ? a SHEET 15 38 43 - 2 LL 37 �•�• SEEDETAILA SHEET 38 43 3 g x w Zw ,Fye 31 .; r.�• 18 37 G 6 �• ' 31 1B .�'..i- w M rc 30 ffi 30 OO 1 ^ L WI 31 110.0. w O � 21 SHEET 12 Ci 110.0. w gl p Lo W i§$ N E 3 r SHEET 72 8.6 tl � 2221 21 31 31 17 17 �•+12 GQ7 i 37 30 37 30 61 S 3 333 15 71 E m 11 Y 15 47 ze 11/2' 1 � '.EE NOTE EMS. 9 n ��- • i n w I' IN 1'MIN. 1'MIN VERTICAL CROSS SECTION SIDELITE TYP. p 0JJ AF,�JION $JJ?>=}ffg jyp. WOOD FRAME INSTALLATION g MASONRY ANO CONCRETE INSTALLA71ON NOTE I. 1X MAY BE UTILIZEDAS AN OPTION AS LONG AS MINIMUM ANCHOR N o EMBEDMENT DEPTH. INTO MASONRY, CONCRETE. OR WOOD IS MAINTAINED. ,1`lpnuugTp G ' •Js•E15 SPYp i.� J-p�•:y7CE NSh.•�N�. ouu 121311E � 1•i2 -I? anue 3•m 1, • No 0 • mw K9,WBBECKE ay[ ,jai cw o.. S. FREY I L91 � TATE OF •4/� .em rom e•• onavewxo: 0 VERTICAL CROSS SE TION 510 IT 0Tnu OM TYP. S 4L OSS SF T ON SIOFI SOM TVv, $�FS(~F O R 1Q:'"?`v •+nouw,..awr ye.0 JW162009 5 WppD FRAMEINSTALLATION 9R _-.-.91. . }TF T}FCN L 5 MASONRY AND CONCRETE INSTALLATION ..O S�ONALE___—ree.�-m..•L,Y .nwum..+.0+more me s"ReS_5..-SSL __- - _ _._ .. _.. _.. 'I 'f 1 'UA111NAIIMAIRI C@Itk*n No.: _ A 1 o Renewed By:l O Date Reviewed: I i a37i-A- INTERIOR INACTIVE ACTIVE �1HORIZON ALCROSS SECTION 6 VIEW AT ASTRAGAL m i il'MIN NSEE NOT L 1114' MIN. EMB. `•rE%LY v INTERIOR HORIZON7ALCROSS SECTION 8 VIEW AT DOOR HINGE0i1DE JAMB (WOOD INSTALL) � )I I I O �-L d 1 SEE NOTE 4 g 4 1114- MIN. EMB. 114' MAK. SH M SHEETIS THK. a SEE DETAIL I SHEET 15 1• MIN. Del V MIN. t 1 91 mt I 8 10 3. ASTRAGAL SCREW SPACING FOR ITEM 027 1. MIN, L FROM TOP DOWN: }•, 34% 20'.24+.54-k. 59' V MIN 75+ S 78 j•. o INTERIOR 9D g 7 8 INTERIOR BHORIZONTAL CROSS SECTION B VIEW AT DOOR HINGEISIDE JAMB (MASONRY AND CONCRETE INSTALL) 1114' V AT FIXED PANEI/SIDE JAMB _ MIN. EMB OD INSTALL) IE DETAILA 1'MIN.EETIS AS WOOD ANCHOR (ITEM NS) SPACING. 6. OPTIONALLY, ANCHOR CAN BE PLACED IN 1-MINt•N. j4SEE4 .... NAR ft(pNG ./fij)N OF HEAD OR JAMB. 'o �� �•L13 f%e°.. INTERIOR jl4' MAX SHIM THK, DETAILA t SHEET 15 4 / .. \ HORIZONTAL CROSS SECTION _ 8 VIEWATDOORLATCKSIDEJAMB (WOOD INSTALL) 1/4• MAX SHIMTHK-( 1- 1 1?,_,I ILLI . S IM• MAX. / 1 HRIZONTAL CROSS SECTION SHIM TKK S VIEW AT DOOR HINOEISIDE JAMB SEE DETAILA [1/4' MAX. SHIM THK (MASONRY AND CONCRETE INSTALL) SHEET 75 q 2 -2914 S EDETILA 114'MA%. SHIM THoK.�II IfI. �,; �� _ SSHIN iSA� \ 11 I'^IN'EMS. X21 q31 0. 'r.. l" '2:A_� 12SEE NOTE2 C SEE NOTE4 G H R IOPfI CIJ{14yS 69C.P NN S VIEWAT FIXED PANELISIDE JAMS (MASONRY AND CONCRETE INSTALL) y' -A VIEW AT FIXE DAf!ES S1DE JAMB 6 VIEW AT FIXED PANELISTDE JAMB (WOOD INSTALL) SEE NOTE Z 12 36 43 26 4 � SEE NOTE 4 4}&P2SS.SEDI14H_ e VIEW AT FIXED PANEUSIOE JAMS (MASONRY AND CONCRETE INSTAL I I m \ V MIN= Ins ( W 41 EENOTE4 .EDETAILA NOTES g m SHEETIS I. FOR ANCHOR SPACING. SEE SHEETS 1304 a N. EMB. g 3 O. V y 30 2 Del 6'. 28-x•. 60-a•, 734. 3. ASTRAGAL SCREW SPACING FOR ITEM 027 w p L FROM TOP DOWN: }•, 34% 20'.24+.54-k. 59' 75+ S 78 j•. o EE NOTE r�w2 psp �0�, tl�tl INTERIOR Z 21ZONTa CRO&SSECTION1u27 1g1• QW ti i V AT FIXED PANEI/SIDE JAMB z ff OD INSTALL) o Ce Wood Br. nl (n i 01L 1�1-- Reviewed By: � Date Reviewed: C=J J_ NOTES g m 1 Ile I. FOR ANCHOR SPACING. SEE SHEETS 1304 N. EMB. 6 13. 2. SPACING FOR ITEM 012 FROM TOP DOWN: 6'. 28-x•. 60-a•, 734. 3. ASTRAGAL SCREW SPACING FOR ITEM 027 w p L FROM TOP DOWN: }•, 34% 20'.24+.54-k. 59' 75+ S 78 j•. o 'rr4. IX BUCK MAY BE UTILIZED AS AN OPTION tl�tl i AS LONG AS MIN. ANCHOR EMBEDMENT DEPTH, INTO MASONRY. CONCRETE, OR _ 0)_ 2i WOOD. IS MAINTAINED. " 5. TAPCON (ITEM 09) ANCHOR SPACING SAME o AS WOOD ANCHOR (ITEM NS) SPACING. 6. OPTIONALLY, ANCHOR CAN BE PLACED IN n NAR ft(pNG ./fij)N OF HEAD OR JAMB. 'o �� �•L13 f%e°.. Ng'J,•Y2:L,r f-Ic"-72 ••✓•L M10' 12131M .•J No 0 3 =/' nx(I EG.LUBBECNE gip% . TATE Of '�W� �r`4 �uia: m•wannn: r P F JW 162009 Ce Wood Br. nl (n i 01L 1�1-- Reviewed By: � Date Reviewed: C=J J_ LLtlORIZONTAI CROS SECTION VIEW AT NINGEO PANEUSIOE LITE AT MULLION 1/4' MAX. 112• SHIMTKK. MIN. EMB. --A SE DETAIL A L 10 19 x0 •sD D INTERIOR. . SEE NOTE 4 8 4 EHOR 'OKgt rPQSS;gCTION 7 VIEW AT DOOR IATCHISIDE JAMB (WOOD INSTALL) s 5 37 ID 2 3 8 9 31 2 x SEE NOTE 2 12 INTERIOR 36 43 %1 HORIZONTAL ROSS SECTION T VIEW AT FIXED PANELDOOR LATCH AT MULLION EMB. TYP. �' yy SEE 41 9 NOTE 4 1114* MIN. EM TYP. / �tINTrRfO 38 40) 4 SEE NOTE4 D H RATF(E TRASBE,QTION 7 (MASON YAD TRANSOM (MASONRY AND CONCRETE INSTALL) m 11 A 20 2 z �-w G $ H 8 1/4' MAX SEEDETAILA IHIMTHK. SHEET 15 SEE NOTE 4 4 CTF HORWA!'(fLCROS^*gCTIOfI VIEW AT DOOR LATCH/SIDE JAMB (MASONRY AND CONCRETE INSTALL) 20 3 INTERIOR 1 U2' MIA EMB. TYF L 114' MAX IM THK. TYP. 43 3© 29 C R NTAL CRO°,8 SECTION T VIEW ATFIXEDTRANSUM (WOOD INSTALL) NOTES 1. FOR ANCHOR SPACING, SEE SHEETS 13.14 a 1s. 2. SPACING FOR ITEM 012 FROM TOP DOWN: 6'. 28.4`'. 504'. 734% 3. ASTRAGAL SCREW SPACING FOR ITEM 027 FROM TOP DOWN: 1 . 3-?. 20'. 24-1•, 544". 59' 75•}' 8 78-J'. 4. 1X BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN. ANCHOR EMBEDMENT DEPTH. INTO MASONRY. CONCRETE, OR WOOD. IS MAINTAINED. S. TAPCON (ITEM 09) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM 05) SPACING. S. OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD DR JAMB. OPTIONAL MASONRY AND CONCRETE INSTALLATION FOR HEADERS AND JAMBS SEE NOTE 5 & 6.0UNAR$S._ Celcation ND.: Al 10 f 0//!<: a/ Reviewed By: Date Reviewed: No 12 b 'o m U¢jN Z OU< dd LL 9ga �ru gat; �z s d O 8z o a g� z O o u Q -a N� QZ -I- 12/31109 eu.n 3•=1' I mw NS.LUBBECKE I c,n Pr S. FREY mu. W im JW162009 n„� wccrjPr 16 -- 74' MAX. OVERALL FRAME WIDTH 72 V4' MAX. PANEL WIDTH - _ 36 318' WRH ASTRAGAL W NOTE 2 \ e \ m \ � LINACTNE \,�AC7RlE ASTRAGALS DOUBLE UNIT ON) NOTE OUTSWING IMPACT 51' MAX OVERALL WIDTH 25 \ —® NOTq� 25 \ � NOTE 2 _T� � -® / E 2 OSS� su A \ m n :• T MAX._ MULL 16 !• / POSTkNOTE21 NOTE 64 12' MAX O.V.A WIDTH _ 353M'MAX PANEL WIDTH a 6 I O �gW5 � NOTE 2 177/ v TE 2 0 y TMAx. MULL o D.LO.JNOZLLO�dPOST _ NOTE2k--4- PANEL WtY MAX �7H �G No n 37 VT MAX O.VA FRAME WIDTH 31 12' MA%. D.L a (w/� NOTE 2 I NOTE2 NOTE 2n e 12 -MAX NO E2 PANELWIOTH _ 35314' MAX _ PANEL WIDTH DUAL UNIT (OX) (OUTSWINSIMPgCT DOOR WTH NONIMPACT SIDEUTE) 35 3W MAX. SINGLE UNIT(CfA) PANEL MAOTH (OUTSWING IMPACT DOOR WTH NONIMPACT TRANSOM) MO 84 1(2' MAX G OVERALL WIDTH 4 5812' MAX D.L.O. NOTE 2 r 7_ zs r \ OF w o a � NOTE 2 T � g TMA%._ NOTE TI2� NOTE 35314'MAX _ 12. MAY r3712'MAX O.VA PANEL WIDTH PANEL WIDTH •FRAME WIDTH TRI UNIT (OK1%O) 4 (OUTSWING IMPACT DOOR WTH t 1 NOTE 2 35 3N' MAX PANEL WIDTH ¶ I N(iNIMPACTSIDELITE&TRANSOM) SINGLE UNIT (XI OUTSWING IMPACT S2 x 2 I TZ irli 2- NO� az wee 1JJ:/09 m1v NY.LUBBECKE as or. S. FREY nxan . JW162009 'Al m M N0; SEEE 'S i& SHEKET iS tp Q 17 •��'y r' 7 1'MN IINa ...i SEE OSTAM4 ip SHEET tS 31 17 10 w i 34 39 Y MRF,T' @�•�� N TE1 MIN I- MIN Tp df {•MIN S . a iI43 + 36 3S 43 F g SEE SNEET iS 37 42 $ itNB•OA SEE OFTAI 37 d5 d8 SHEET tS L'Plti 37 r~ k� n 37 �- 11 H 1' MIN -{ C INDIO FRAME PWAUATTON •.�-.. ! _ n �9N..PQD&naANSDMtYp.a ,\pHttllNtrytt' �`$ S 1'M9JI* MIN f 1' NOTE 1- NOPPONAS oa.ag� ' 72 U. MIN. T'MIN� LONAYDEUTMVMANC OREMOEOVI LDNOASM7N9AUMANCHOR EMSEDMfiNT --7t"iM g ° IODAAAWCKE aac� S.FREY �'1F.(�[u,j, R" aS �s �STLO? DOORrn+. WOtlD FRAME INSTALLAIRON L81YEa R(GHQL¢Sf,,Cj .ODOa ttP. APiDCOtiCiFETE DEPTRWTOMASONRY.CONCRETE.OR WOOD IS MAINTAINED.p9�JMASONRY NOTE 2. OPnONALCY, ANCHOR CAN DE PLACED'1 /TrATROr •arw a.�yeaw�. e.axi mwwn.n um 1NSTAttATfON IN NARROW SECTION OF HEAD OFJAMIL ............. A ua.•1 AddeafttoNAM Cofifks m No. ��11 Rov ow By: _ UeRe*m v I-VIIN - V MIN r arn 1 �9N..PQD&naANSDMtYp.a s !Vi tt z oa.ag� ' 72 U. TM's" 12/31M $ --7t"iM g ° IODAAAWCKE - V MIN 1 �9N..PQD&naANSDMtYp.a TE IIiSTALLATiON ' 72 U. TM's" 12/31M y 3..1. ° IODAAAWCKE aac� S.FREY pu.'pw Pi. ow•a x am 914tWal yp• dW162039 •arw a.�yeaw�. e.axi mwwn.n um u 1'MIN. 1'MIN S �y f I SEE DETAIL A SHEET 15 12 NOTE 1 m 1" MINI _ I 41 S w 'i � I 1' m---I'MIN. NOTE 1 m._.1I $ w I 6 u SEEDETAILA 48 SHEET 15 _;i I I'MIN - 9 28 41 i �W I^ I'MIN --{ A �RTIC�SRT1.C45FCTIn.IT.SK1Fl ITF /IIRAM9ON TMP, 70 WOOD FRAMEINSTALLATION 29 Iy I I •• ` _• 28 co ct SEE DETAIL I 2 Z O Q SHEET 15 - 38 43 `/ D. 1wm N 37 SEE SHEET 1A 38 43 W Y ~ 31 18 37 d �N 31 18 wRyd 2f I.O.A. -� 0 30 o� _ o 1Io SEE nEWLA-21 o 1.O.A. O SHEET 12I �O f11 j oo w p ; SHEET 12 po15 22 T2 Qv 21 t i In, " OR Oa P3 s u9i a ti ..,'• 30 30 37� 39 37 31 34 39 31 3— u m 's 5 t4n 1 O S9 '• 1•MIN. 1'MINw ry D VERTICAL C[{OSS SECTION SIDELTTE TYP. 8 C C S S 10 MASONRY AND CONCRETE INSTALLATION —\ ITWORD FRAME INSTAlU1TION q � � NOTE I. 1% MAYBE UTILIZED ASAN OPTION AS LANG AS MINI MUM ANCHOR EMBEDMENT'U111113 7 <O DEPTH, INTO MASONRY, CONCRETE, OR ,rr`_1 S spy;"" WOOD IS MAINTAINED. �r``pY:��G SE•:C'•'4• 1.T7.-11 1:131/09 ' N0 0 m - °B.LUBBECKE =9t• inner. S.FREY m?¢' AO • dTATE OF : WW: u,."e.vw •e :r•.rzww nw"c r. emo• B V€R,TICnL CRQSSECTIOfI Slf]�LITF /TRANSOM TYP �L�F' :,� 0 R 1 O P� •�� "•'<40°' JW782009 new sa"w�•..asm 1D MASONRY AND CONCRETE iINSTALLATION SAMni90 RAu�1 •°•Sew��1112L ``... �• r "y •tea='w•M,• year 18 ._ CuffimimNo.: o Reviewed By. / Date Wend: 1' m---I'MIN. NOTE 1 m._.1I $ w I MIN. I'MIN I'MIN NOTE 1 r � W I - MIN- 28 41 _;i I I'MIN - 9 28 41 29 Iy I I •• ` _• 28 co ct SEE DETAIL I 2 Z O Q SHEET 15 - 38 43 `/ D. 1wm N 37 SEE SHEET 1A 38 43 W Y ~ 31 18 37 d �N 31 18 wRyd 2f I.O.A. -� 0 30 o� _ o 1Io SEE nEWLA-21 o 1.O.A. O SHEET 12I �O f11 j oo w p ; SHEET 12 po15 22 T2 Qv 21 t i In, " OR Oa P3 s u9i a ti ..,'• 30 30 37� 39 37 31 34 39 31 3— u m 's 5 t4n 1 O S9 '• 1•MIN. 1'MINw ry D VERTICAL C[{OSS SECTION SIDELTTE TYP. 8 C C S S 10 MASONRY AND CONCRETE INSTALLATION —\ ITWORD FRAME INSTAlU1TION q � � NOTE I. 1% MAYBE UTILIZED ASAN OPTION AS LANG AS MINI MUM ANCHOR EMBEDMENT'U111113 7 <O DEPTH, INTO MASONRY, CONCRETE, OR ,rr`_1 S spy;"" WOOD IS MAINTAINED. �r``pY:��G SE•:C'•'4• 1.T7.-11 1:131/09 ' N0 0 m - °B.LUBBECKE =9t• inner. S.FREY m?¢' AO • dTATE OF : WW: u,."e.vw •e :r•.rzww nw"c r. emo• B V€R,TICnL CRQSSECTIOfI Slf]�LITF /TRANSOM TYP �L�F' :,� 0 R 1 O P� •�� "•'<40°' JW782009 new sa"w�•..asm 1D MASONRY AND CONCRETE iINSTALLATION SAMni90 RAu�1 •°•Sew��1112L ``... �• r "y •tea='w•M,• year 18 ._ CuffimimNo.: o Reviewed By. / Date Wend: /INACTIVE ACTIVE / n 1 K0p2OnA1.gROSS SECTION 11 VIEW AT ASTRAGAL vd• MAK 1 iR' Ir THK N. EMB1;1 _SEE DETAILA )y SHEETIS 1'MIN. FT w t0 t6 Or MIN 5 Y � %V - EXTERIOR OMEW AT DOOR ,LAT=HS IDE JA 11 WOOD INSTALL) LATCHISIOE JAM (WOOD INSTALL) 1114 - SEE 114•SEE NOTE d 28 47 � MIN. EMB. 1/d• MAK 6H SEE DETAIL A THK SHEET 1E� 1' MIN. JE31 78 /0 �I 1•MINz 3�D( EXTERIOR 7 g 6 �1 HORIZONTAL CROSS SECTION 11 MEW AT DOOR HINGE151DE JAMB )MASONRY AND CONCRETE INSTALL) 11/4' MIK EMB.] 28 4 SEE NOTE 4 1/4• MAX. I46(6? EE DETAIL A `,. 1'MIN.HEETIS 1• MIN. e l til'MINB 60 EXTER OR ������� 1/4' MAX SHIM THK 1 7R' xN uiOB $Do , _ MIN. EMB. G SEA 11 VIEWATFIXED PANEUSIDEJAMB c i O io 7'MIN. J Q JI 11EM m0 ' VMINZO 8 15. T� Z. SPACING FOR ITEM 012 FROM TOP DOWN: �1 z 6'.28+.504".734. 6 rF i 3. ASTRAGAL SCREW SPACING FOR ITEM 027 W Ot EENOTE4 W n6J= C YD It MEWATDOORLATCHISIOEJAMB 'Ti 4. IX BUCK MAY BE UTILIZED AS AN OPTION (WOOD INSTALL) AS LONG AS MIN. ANCHOR EMBEDMENT IIP MAX fz DEPTH. INTO MASONRY, CONCRETE. OR SHIM K. 11 MIN. EMS. SEE DETAIL 4 SHEET15 xN uiOB $Do , p O qS C O,fJ_ aO° m 114' MAX. 1 114• HORIZONTAL CROSS SECTION SHIM THK MIN. EMB.IP MAX.SHIM THK. 11 MEW AT DOOR LATCH/SIDE JAMB SEE DETAIL A jI--1 (MASONRY AND CONCRETE INSTALL( SHEET 15 4 18 I EEI EET 1/4' MAX SHIM THKK. P 4 5A '.SHEETII6SEE DETAILA�\ MIN. 01" 2221 ®31 iB _ EXTERIOR d1 64•. 12 EE NOTE2 S S�NOTE4 L.x_l HORIZONTAL CROSS SECTION 11 VIEW AT FIXED PANEUSIDE JAMB (MASONRY AND CONCRETE INSTALL) SEE NOT EXTERIOR J 1LIIA SEE NOTE 4 1 Al.cgogs§�gll 11 MEW AT Ft%EO PANEUSIDE JMIB (MASONRY AND CONCRETE INSTALL) TO SSSIC O A 7 F Aert T FIXEDPANEUSIDE JAMB �4'oF,9'••.,C p q 1D +" • ` °^*°°qe JW102809 IWODD INSTALL) A"" to W CerMax6on ILO.: Reviewed By p Date Reviewed: 11 VIEW AM ' : • rrenrera mm ��•9• TAowwncx° 4/% /i z— O SEE 4 2 29 EXTERIOR NOTE y W z p O qS C O,fJ_ HHSSS 11 VIEWATFIXED PANEUSIDEJAMB c (WOOD INSTALL) io NOTES 11EM 1. FOR ANCHOR SPACING, SEE SHEETS 13.14 IN. EMB. 8 15. T� Z. SPACING FOR ITEM 012 FROM TOP DOWN: �1 z 6'.28+.504".734. O rF i 3. ASTRAGAL SCREW SPACING FOR ITEM 027 W 1 FROM TOP DOWN: }', 3+. 20', 24-t, 644•, 53' 75-}• 6 76•I:'. a 'Ti 4. IX BUCK MAY BE UTILIZED AS AN OPTION .S AS LONG AS MIN. ANCHOR EMBEDMENT —, fz DEPTH. INTO MASONRY, CONCRETE. OR WOOD, IS MAINTAINED. SAME '• �. 5. TAPCON (ITEM 09) ANCHOR SPACING a G AS WOOD ANCHOR (ITEM 05) SPACING. 6;O(RMJ1� yyA,N'��CHOR CAN BE PLACED IN IBJ{oy((+N OF HEAD OR JAMB. ,O < z p``'P�•y1C E N 94C'.fG:•!4%. 1.12-12 °°1f 12131/09 No 0 ?• PI#, 9B.LUBSECKE Z sG�i���¢ ciw ue S. FREY TO SSSIC O A 7 F Aert T FIXEDPANEUSIDE JAMB �4'oF,9'••.,C p q 1D +" • ` °^*°°qe JW102809 IWODD INSTALL) A"" to W CerMax6on ILO.: Reviewed By p Date Reviewed: 11 VIEW AM ' : • rrenrera mm ��•9• TAowwncx° 4/% /i z— 35 0 3 1 B 21 7 10 3 g 19 21 3 3 B IB 7' 1 EE NOTE 2 SEE NOTE 1 I S d 6 0 EXTERIOR g EXTERIOR A HQRI4QNTkj CRASS SECTfON 12 VIEWAT MNGED PANEUSIDE LRE AND MULLION Le 1 HO 20NTAL CROSS SECTION 12 VIEW ATFO(ED PANEUDOOR LATCH AT MULLION 1 lrdr MIN EMB. TYF L Y� NOTE 7 111'MIN.1M' MAX EMB. • SHIM THY TYR IN' MAX. �3S SEE DETAIL A (38 11?' SHIM THK. •• i/' SEE SHEET 75 /jam •ti MIN. EMB. SHEET SLA 3 3 3� 3 kz z 45 3 9 gg 2 g EXTERIOR BE 4 2 EMERION 8 d SEE SEE NOTE4 4 9 NOTE4 NOTE4 9 D HORIZONTAL CR0939ECTION E O Q}gROSSCjIQN 72 VIEWATFIXEOTRANSOM 12 VIEW ATOOORLATCWSIDEJAMS (MASONRYAND CONCRETE INSTALL) (WOOD INSTALL) 1 1/4' IN' MAX. SEE DETAIL A MIN. EMB. SHIMTHK. SHEETIS I 3 3 10 19 2 20 '-MINllY GLASS SITE m "'•' TEMPERED =�r G /// I 1314' I I 3/4'AIRSFACE 0 "'8'TEMPERED EXTERIOR INTERIOR SEE NOTE Q118 d GLAZING DETAIL A SCALE: 6' 1'-0' F ORI2 ujpl cj{oSSs zQTIQV_ 12 VIEW AT DOUR LATCWSIDE JAMB (AASONRY AND CONCRETE INSTALL) 1/4' MAX M THY TYP. SEE DETAIL SHEET 15 4 CINrA4Cfj0433RrTWN_ 12 WEWA'FIXEDTRANSOM (WOOD INSTALL) NOTES 1. FOR ANCHOR SPACING. SEE SHEETS 13.14 916. 2. SPACINO FOR ITEM 012 FROM TOP DOWN: V. 284'. 50-V. 734% 3. ASTRAGAL SCREW SPACING FOR ITEM 027 FROM TOP DOWN: J,', 34. 20'.24+}',54-}•, 59' 754' S 784' 4, 1X BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN. ANCHOR EMBEDMENT DEPTH. INTO MASONRY. CONCRETE, OR WOOD, IS MAINTAINED. 5. TAPCON (ITEM 09) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM 05) SPACING. 6. OPTIONALLY. ANCHOR GAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB. 1'MLY 11? MPI. EM SHEET 15 VV OPTIONAL MASONRY AND CONCRETE INSTALLATION 1 effiriatim No.. Reviewed By: ) Date Reviewed: 2o�h'z 612.12 anrorw n< •ak.v¢ uo m.m B✓Fq T rn w. s•Iv,o.,. s.ae n++.•...mm� 3rt.:x n.uunwa+•.a +n+e b ci m J cs 6m ZR+<m W Y F m. 3ga^ W mYR uls oo�po o Pi w '"1a O N MOO ow lil glw 5 Poll 5'N -+w zQU S U �o I� 6g I' ^••� 1J3./09 1 u•1e 3'• 1' I PMl CO,LUBBECKE I S.FREY munw4mv JW162009 S. .m� 1B SEE OSHT.75 STAT 5 \\ 5,1rI=S _ TYP. 3' TYP. i -SEE DETAIL B SHT. 15 ��• Ww A D a^ W� � D BTYP. PIR Juwi w � � Q 5i I O t�•J'�I-� r. m I � __I II -_Ii I __1 •� r SEE DETAIL C SEE DETAIL I TYP.—tr-^`�• SHT. 15 •' TTYP.: {e'T1_P. r TYP. Z4— Wmt cm,LUBBECKE /{II'1-�— cw.a. S. FREY waaoPP..Pc S•TY I JLL P r3" L c� Hag Cl t' S� • To 9 SHT. 15 SEE DETAIL Y SM. 15 JJJ ANCHORING LOCATIONS DOUBLE '• INSWMGIOUT, WING UNIT(XKI -- SCALE: VY =1'.W h.ULL - 5 G TYP. L T 11 11 1 SEE DETAIL B SHT. 15 SEE DETAIL H SHT. IS ` W T", -' 11�T 1 \ M ILL _ - `SEE DETAILC SHT. 75 ANCHORING LOCATIONS TRI UNIT W/ TRANSOM INSWING101RBVj'JNG UNIT (O/O%O) SCALE: I r=i•-0• –• -.-------------- _-.. - -- _— __.— Addendum to NAMI NOTE: I -ANCHOR SPACING FOR BOTH INSWING S OUTSWING. Cetkation NO.: J�PA. o Renewed By. Date Reviewed: i(/i2– b !j mF 0 a_Dy Z p J Z J W W LL Y 35a� �MXi -i2-11 DAM 1203log Wmt cm,LUBBECKE cw.a. S. FREY waaoPP..Pc aa•x•wxa /Yp�Pt MPo•0• .qw s.•u�+.�.w�mm JW 162009 SEE DETAIL I —411 • -1- rSEE DETAIL 8 TVP. SHT. 15 SHT. 15 I—B•TVP. 3• nP. 3• nP. II}I 8' TVP. —{ � [� w m a 5 TYP. MUl1. T ^ SEE DETAIL ANCHORING LOCATIONS DUAL UNIT INSMbG_R_1U[SJMNG UNIT 11OXI SCALE:IW-I'-W j' 24— z nI—r S1 m ' 3333 FJ F$ L G W N SEE DETAIL B SHT. 15 O N _ Typ N C _ w ANCHORING LOCATIONS SINGLE UNIT SEE DETAIL C INSWINGIOHTSWING UNIT I%1 � SMT. 15 SCALE: 17=1'.M N celifiicam NO.: Reviewed By: DETAIL B /5 -SEE DETAIL M SHT. 15 i. T jT n [n �rl � W N `SEE DETAIL C SHT. 15 h ANCHORIND LOCATIS SINGLE UNIT WI TRANSOM I({4V�IjJfjIQU[S.dJNG ONUNIT !01X1 SCALE: Mr =1'-D• NOTE: 1 • ANCHOR SPACING FON BOTH INSWING B OUTSWING. •12-12 0 xtii� ^ $Mod dF 00 N 0– sy X05 din 9 g'm u a s� nOI < 2I -M 12131MO w.e IW v 1' WAG ®.LUBSECKE ".v.. S.FREV canna+. n[ p[nrncxa: xam.n< w m•o� w•w �.m�0w.�+.'. [nm JW1820D9 .. n nrea SEE DETAIL 1 II{I 3.7YP. T 3•Tw.l f— II a p. VVSSSN!! W G S U F _ O • ri S N to TT �t�tt I ALL T • • • • •� EE DETAILS VIII Y irT W a w I 000 8 5 I ITYP. `'T t /AU LL u —BEE DETAIL ANCNORINO LOCATIONS TRI UNIT INSWINGK)UT9IMNG UNIT IDXOI SCALE: 12'pt'-0' 48X2112' WOODSCREWS TYP. CSINK. If NOTE / I -USE 810 WOOD INSTALLATION SCREW WI 1.50' MIN. EMBEDMENT ( WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD S JAMBS. 2- USE 3/16' ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBED. \� WHEN INSTALLING INTO CONCRETER44WNRY SUBSTRATE AT SIDELtTE SILLS. DETAIL - A 3- SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 114' OR SCALE: 6' -Vl 3/4' THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT IS MAINTAINED. •' ` y-113 _ CORNER CORNER DETAIL AT TRANSOM MULL OfffikMAIL AT SILL f 2J DETAIL G LATCH 8 DEADBOLT STRIKE 2 PLATES 27 NOTE(SX I -ANCHOR SPACING FOR BOTH INSWING S OUTSWING. 2 - SCREW 0281N DETAIL C, NOT USED IN (XXI CONFIGURATION. __� .AE�rldunimNAMI 49 OETATLF 47 '—_ 12 / p DETAIL D ASTRAGAL TOP STIKE PLATE :*�007 DETAIL E HINGE DETAIL ASTRAGAL BOTTOM g m INSERT PLUG (INSWING) 47 — ° $ o o 27 a' DETAIL F W ASTRAGAL BOTTOM (GIITSWING) ' l�fOlo�IL_of --No ¢Z 1-1..72 -1-1213.109 ¢ lr. AS SHOWN p 08,LUBSECKE pwor. S.FREY Maa60M 0! ibtlaVlM MVI MIM1W Np. JW762009 .� 1i"_-�_I—ye• a SEALS 8' ot'-0' 2 a 4 Imo-- 3113' zo SCALEI6'=1'-ti PtNE 11111 :r i° ° ° ° --Ii—ve'nA�r OMjffQi€ .4m12GASTEEL SCALE: e'=Y41' 1'i' 4b-%WjEm 0 •• u: .ii' . R�1'. • O38011T�NG THRESHOLD SU63 T5 AL ANOCOMPGSITE B _ 13M ED SECTION" SECTION" G SCALM S' =1.41' U I.'1 .3125' CO�MaPtRIESSI VINVUFOAM SCAM -S' -1-4r 10 17 2 GA. 9TEEL SCAlE: 6' u1'-0' LATCH STILE TOPPAIL NATEDVILE LAMIENEERLUMBER (LVL) E: =T-IY' 48 18 1S �1374'--1 C� j�---}—} T13• DOOR BOTTOM SWEEP ~ 1314. at VINYLOCORNERPADS SCALE'. W -I W PLA TIC SCALE: 6'°1'41' -- 2 tR' -- L;,,! EAR EDFINGERJOINTEO SCALE 6-=7'-0' aw A� i LIQ -13116' wr L '639 I--zv1s' WIT— T' i— d8 C LL LAR C Q C LL--E�IARPYC�INC CUP 38 PILKAS CORNER TRIM ®�GERJ IN bFINE SCALE:W-I%' _ SCALE: 3'.1'41'_•.^.^- SCAM S=1:0' SCALE: B'+Y41' A SCALE: s'=1:3' No CBIUIM,apWl Flo.: U (o • o __ Date Date Review Y � L rQ1513' O47 QAI STRM PLATE SCALM V_,W �•'—j` SIR' ILI0 48 SCALE:6'=1'A'� r t: •W: .�eDe.n¢ xxxwre m.e�m .a , .BM.ien N.gMMnN NSA gig 1p v Z Sa e. 0 �FASSMOWN o.*.LUBBECKE rmoe S.FREY munvcno JW162009