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HomeMy WebLinkAboutProduct Approval MAX.O.A.FRAME WIDTHj";'i �_ _ 075'MULLIONREC� I1�1 I `( x.11A S IVED 37.50"MAX. 37.25'MAX.FRAME WIDTH FRAME WIDTHz f NT P ra A oi .a DEC 9 2016z a E3 E3PERMITTING _ �/ •,% �\`• N� rr \\ zOPAQUE FIBERGLASSst.Lucie County,FL rmN•;Z � \ 'o o � xa°� O o Em 9m0cw "IMPACT' DOOR with SIDELITE(S) X o v`� a N"a m d a OUTSWING Q a zo n - ^K�, / E vz J GENERAL NOTES o JT 1. Lj This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building w Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). S20 W Z 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 113.5'MAX.O.A FRAME WIDTH z w material shall be beyond wall dressing or stucco. o z 0.75'MULLION 5 } 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code 37.50"MAX. _ 37.25'MAX. �' ED FRAME WIDTH FRAME WIDTH N and does not require an impact resistant covering. z N J � ¢ U� 4. When used in areas outside of the"HVHT'requiring wind borne debris protection this product ® ® ~ o complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. EE /// /// o a This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and c9 a a _ Section 1609.1.2.2 of the FBC. _ W Y} �m 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x O o O buck masonry construction. ¢ o 6. Site conditions that deviate from the details of this drawing require further engineering analysis / / o by a licensed engineer or registered architect. Z W o 7. This product meets water infiltration requirements for"HVHT'. F (i G TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations,design pressures&general notes o 0 2 Door panel details 3 Sidelife panel details and glazing details F 4 Elevations MAX l: DESw z 5 Horizontal cross sections IGN PRESSURE(PSF)j o a j RATION FRAME: JAMB TYPE o e 6 verticalcrossseciions DIMENSION POS;ITIVI NEGATIVE: i 0 7 vertical cross sections o 0 8 Horizontal and vertical cross sections Z ° K12 Buck anchoring WOOD +60.0 70.0 /27/12 i OX/XO 74.50"x 80.75" oar:02 Buck anchoring FIBERGLASS/COMP +55.0 -55.0 5 N.T.S. 9 Frame anchoring 2X buck masonry construction a owG.BY: JK m Frame anchog2Xbuckmasonry construction WOOD +55.0 -55.0CHK,av: LFS 3Frame anchoring 1X buck masonry construction OXO 113.5'x 80.75"Frame anchoring 1X buck masonry construction Fm"NG Norc FIBERGLASS/COMP +55.0 -55.0 Components FL-15255.3 Bill of materials sHEEr 1 OF 6 N V f 1.58" ' FIBERGLASS EXTERIOR LOCK BLOCK PVC STILE CAP PVC STILE _ r SKIN PVC TOP CAP 2.48" "—� RAIL ch II o ��rrrrrll I Ply```` 0z,M m Z LVL STILE SEE DETAIL 2 INTERIOR LVL STILE LVL RAIL a v z x z 0.10" /POLYURETHANE a L o 9 m c w 0.31" HORIZONTAL CROSS SECTION FOAM CORE \j a n t 4 o a a a maa� 0 E oZ 35.75"MAX. 'u c w PANEL WIDTH S �Tn 4 = J En ® ® y o POLYURETHANE voi EXTERIOR INTERIOR Z z w FOAMED FIBERGLASS m a Q z YARN ` z v" ,c POLYURETHANE < po L REINFORCEMENT FOAM COREo o� = o LD oal r x w SEE HARDWARE Y> N CHART 1 } 'm U DETAIL 2FIBERGLASS �ry5 m N SEE SKIN LL DETAIL 1 DOOR SKIN N z .� z 04 W O to rq (tJ V DETAIL T LVL RAIL a HARDWARE CHART PVC BOTTOM N < 2 �¢ RAIL M MANUFACTURERMODEL z 40 OPAQUE DOOR z v Zw6I DATE:02/27/12 z KNOB. SIGNATURE SERIES 1."�I Z KWIKSEf DEADBOLT: SIGNATURE SERIES(98D) 1 76" — SCALE N.T.S. a DWG.8Y. JK m s a DOOR SKIN:0.079"MIN.THK.FIBERGLASS � CHK.BY: LFS 3 CORE MATERIAL:POLYURETHANE FOAM r 2 l VERTICAL CROSS SECTION DRAWING NO.: N 2l FL 15255.3 0 �J SHEET 2 OF 16 N u `��G3 G2 GI SIDEUTE STILE .75' –I� �I ( ` EXTERIOR (LVL) I— g n I � _T••oY � a�JLo� SIDEUTE RAIL-- %V�y 4•g\O` v M (LVL) -,�', i���•''• `CC epi INTERIOR SIDELITE STILE LVL STILE ` U cQ (LVL) SEE DETAIL 1 HORIZONTAL CROSS SECTION m i o Z 3 �Fm ma oa � co O A3 s"GLASS BYTE a N a m a a a ~ � POLYURETHANE STRUCTURALSIUCONE 1"O.A.THK GLASS ` o vccr zEo(TYP.4 PLCS.)SEE �z FIBERGLASS 18"TEMPERED OPTI NS BEL YARN GLASS 1 REINFORCEMENT AIR SPACE En J � 1/8'ANNEALED GLASS � 35.75'MAX. o PANEL WIDTH �— 0.090"PVB INTERLAYER z z z 21,00" DUPONT BUTACTTE OR CAPSTONE N aN MAX.D.L.O. \ #8 X 1-1/8"SELF 1/8"ANNEALED GLASS r! 5 4 DEMIL2 FIBERGLASS THREADING SCREW EXTERIOR INTERIOR m ~� SKIN PVC/ALUM.OR POLYPROPYLENE/ALUM. z N c¢ COMBINATION GLAZING SPACERS < n n f I G2 GLAZING DETAIL G3 G2 G1 a 0 o u F-71i 0 o 1 STRUCTURAL SILICONE a a v 3 (TYP.4 PLCS.)SEE B3 5'GLASS BYTE m N OPTIONS BELOW STRUCTURAL SILICONE i .5"GLASS BYTE (TYP.4 PLCS.)SEE 1"O.A.THK GLASS G w A3 OPTIONS BELOW 118-TEMPERED = 0 1"O.A.THK GLASS GLASS " w #SXl-1/8"SELF AIRSPACE 1!8"TEMPERED a g GLASS THREADING SCREW cn 3 ¢ 0 1 AIR SPACE 118"ANNEALED GLASS W o i— , o f n I V) 1 8"ANNEALED GLASS 0.090"PVB INTERLAYER { o / DUPONT BUTACITE OR to w 1 L ALUMINUM&BUTYL CAPSTONE / 0.090"PVB INTERLAYER SPACER SYSTEM 1/8"ANNEALED GLASS (a � #B X 1-1/8"SELF DUPONT BUTACITE OR CAPSTONE a THREADING SCREW GLAZING DETAIL i o 1/8"ANNEALED GLASS G3 a 1 ALUMINUM&BUTYL \ SPACER SYSTEM w i Gl GLAZING DETAIL 1 5 SLVLLITE RAIL ( ) a �1.24" } � �o z z o T 2 DATE:02/27/12 i Z3 m SCALE: N.T.S. z _ n g 1.57' DWG.BY: JK m' 60 SIDELRE STRUCTURAL SILICONE OPTIONS: CHK.er: LFS 3 cDRAWING ND.: SILICONE BY CAPSTONE(4PL) 2 . VERTICAL CROSS SECTION n DOOR SKIN:0.079"MIN.THK.FIBERGLASS DOW 995 STRUCTURAL SILICONE A3 FLUSH GLAZED FRAME n MAHOGANY LITE FRAME 3 FL–7 5255.3 0 CORE MATERIAL:POLYURETHANE FOAM SILICONE BY DONGYANG SILICONE CO. ABS or PC/ASA �J ABS or PC/ASA SHEET 3 OF 16 " - — — v z' R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.1-4.dwg,4.3 i N—r P W x O. 0110 (n A V A V N 4 ww D- in N O•A O.N 0110 In A d Q N W N N �\\ �•SCHR'1j //ii No.43409 :*% �^ " PRODUCT: DocumoI.Prepared BY; F TRINITY GLASS INT'L Lyndon F. Schmidt i� `�''•!20RIDR'�j.�� O P.E. No 43409 �fflAl-t \\\\ N a 1 V PART OR ASSEMBLY: GD BUILDING CONSULTANTS, INC. 1 03 02 15 UPDATE TO 5TH E0. (2014) FBC JK P.O. Box 230, Valrico, FL 33595 10) U N N0. DATE BY ELEVATIONS YY Phone No.: 813.659.9197 REVISIONS FBPE C.A.-No. 9813 0 2012 R.W.BUILDING CONSULTANTS INC. 1-IMMIN. ��'�• J 68 , EMB.(TYP.) w W M 1 2 R C =Yc� o:J-'j a�2 F 1 2 1 2 '3 0 : z PO o rn �/ '•.... ..• � J Oro W 60 60 NOTE: ����irrrt Pts z o m 6 4 aN :Z 40 1.Item#63located 6'from each end v ai o o Ern m m 12 and 3 more.equally spaced(5 total), z a z o w SEE NOTE 1 63 INTERIOR1n a u 5 o=m ° a m a.G- y d ° E 0z cw v ° Z °q O 62 cwi> EXTERIOR 62 Z 24 26 63 O °� LO LO g 18 SEE NOTE 1 `D z _ 5 HORIZONTAL CROSS SECTION ��HORIZONTAL CROSS SECi(ON ? z 1-1/4"MIN. Shown sub buck a a EMB.(TYP.) L ` i EMB.(TYP.) c a o a a 0.15" Y r C 68 C'SINK C m ° 2 2 1 J 1 2 (TYP.) G � m 1 2 1 60 V) i z 40 40 60 1 ° W o 12 12� INTERIOR W G INTERIOR 63 SEE NOTE 1 0 0 a i � o 0 _'z o v i Z Q V M 0 j 62 z z v G 1 24 18 26 EXTERIOR 23 64 EXTERIOR 62 63 BATe 02/27/12 O scaiE: N.T.S. E B D Bwc.BY: JK E z r E CHK.BY: LFS 3 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION oenwiNc No.: d 5 5 5 FL-15255.3 0 SHEET 5 OF 16 N i z R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.1-4.dwg,G3 m x m O � � ° n a 0 n y ° A m 0 N m A O A N 0 0 o z o ° e 0.15" (TYP.) a�1-1/4"MIN. EMB.(TYP.) EMB.(TYP.) m m m o Y n X t• ° 70 :10 T x'IN A N I7 ° O ° 70 -f A Z Z C) °a o I n 1-1/4'MIN. EMO.(TYP.) EMB.(TYP.) .��` V,.•VCENBg•••r ���#• No.43409 n PRODUCT: Documents Prepared By: x ' h TRINITY CLASS INT'L Lyndon F. Schmidt ��i'CS ?!��'(ry�O P.E. No. 43409i��` r– -t V PART OR ASSEMBLY: •+K BUILDING CONSULTANTS, INC. _ U1 (n\ 1 03/02/15 UPDATE TO 5TH E0. (2014) FBC JK VERTICAL CROSS SECTIONS JI�UI/ P'O' Box 230, Vclrfco, FL 33595 C4 N N0. DATE _ _ BY V Phone No.: 813.659.9197 REVISIONS— FBPE CA. No. 9813 © 201 2 R.W.BUILDING CGN^u.L-TS INc. (D E N't Z' ic`c`O` o m a a a :IY3 •r_h Z`m n g 00 SEE 63 C � : ct0 �mcw SEEM NOTE 1 a n °r NOTE 1 CALL mda� 62 F w E 0z 62 rW o �a 60 1 rnz� 2 2 o v EXTERIOR ` / INTERIOR z ? 0 EXTERIOR INTERIOR ¢� VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION z N >C, 4) 7 Shown w/1 X sub-buck a Or a V0 � rJO 0 N O ¢ v �a a c EXTERIOR INTERIOR EXTERIOR INTERIORIV: m U 60 63 SEE 6063 SEE NOTE 1 NOTE 1 rn z� za Z 66 25 27 W Ln 66 m P —� CE Of 0 E e z n� � o m NOTE: O ° z ❑ ° DATE!02/27/12 z z 1, Screws thru head and sill scuE: N.T.S. 0 SCALE, jamb located 3"from each DWG.a: JK m' 3 end and on center line. 4 VERTICAL CROSS SECTION VERTICAL CROSS SECTION CHK.BY: LFS 3 7 7 DRAWING NO.: � FL-15255.3 " SHEET_7 OF 16 N v d 3 4 1-1/4"MIN. C FURRING � r^r�/��li SHEET EMB.{TYP.) Z^ 1"MIN EDGE SHEET �� :�f m 1A Q DISTANCE i ROCK _;�e�, g L: 4 4 ROCK v` + V:url a FURRING i � N 7 ;0 6; N `O1 d Z z % w g 4 4< �Wyy` n ° INTERIOR �.,� •......... `�. >>„m o 0 m z° 9 $ U KOZU �\ 1 J W Z c a V y p VIM OLm V m D a a O O 2 �o ° E Oz o $ D w (� 40 12 lA EXTERIOR INTERIOR Q E 24 EXTERIOR 3 VERTICAL CROSS SECTION 5 r $ Direct to masonry �' m 1 HORIZONTAL CROSS SECTION (5-114,jamb) $ Direct to masonry z a (5-1/4"jamb) K o o 0 m $ $ FURRING r' a SHEET a a a SHEET 4RR ROCK 1"MIN EDGE ROCK m FURRING E DISTANCE i ILA / U N g 62 63 D1AEXTERIOR _ - INTERIOR 63 DATE:02/27/12 z z 1-1/4"MIN. E scALE: N.T.S. < EMB.(nP•) DVIG.BY: JK x CHK.By, LFS 3: " 2 HORIZONTAL CROSS SECTION 4 VERTICAL CROSS SECTION DRAWING NO.: $ Direct to masonry $ Direct to masonry F L-15255.3 (5-1/4"jamb) (5-1/4', 5-1/4"jamb) SHEET-� OF L E U. v z' i 4• �Nc lc`:�� ter' ��7 Z yam` z o m. TYP.HEAD �ANDJAMB Uzo Nmzo IIII y 9 ca o—o o Em m m \ J lilt v� a "p m dam 2X BUCK III I ✓ � � 'o IIII E oz IIII S 3a IIII IIII IIIIW J ¢� Q) FOR b•Z n O MASONRY REF.ONLY IIII ^O 3 OPENING 1 IIII " IIII z < m Iill U � HII a lill of a IIII -m BUCKANCHORING N z 3 w � rn V m O CONCRETE ANCHOR NOTES. ! i. Concrete anchor locations at the comers may be adjusted to maintain the min. ; o edge distance to mortar joints. i K 2. Concrete anchor locations noted as'MAX.ONCENTER"must beadjusted to a maintain the min.edge distance to mortar joints,additional concrete anchors J-12? may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.3. Concrete anchor table: iANCHORMIN CLEARANCE MIN CLEARANCE. I v FTYPE $1ZE.;'' ')EM BEL7MEN7 TO MASONRY %70 ADJACENT.`, on7E:02/27/12 i `Z% 'EDGE. ._. I ANCHOR: scnIE: N.T.S. Z ITW �wc.e: TAPCONJK m G 1/4" 1-1g, 2" N CHK.BY: LFSELCO 3 ULTRACON® 1/4" T"T,/4 7" 4" ORAWING NO.; F Ff_15255.3 N 0 SMEE J OF�B N V . . .............. IIII lli ? z ` 00 IIII Till Q ''%,�•'•••°... ..•''k�,�` >>°�� IIII IIII �,��rrrrr*u\\ o o m i TYP.HEAD IIII IIII "" o ANDJAMB o a a X z IIII IIII (�� to 9m OW IIII IIII �Gi e °a d oo_ 2X BUCK IIII IIII M < m d a m IIII IIII E `Z IIII �I I I o° 3a IIII IIII _ IIII FOR REF.ONLY I III IIII lilt w z z IIII IIII a Z N = MASONRY IIII IIII. ^O 5 J z OPENING IIII IIII IIII IIII On IIII IIII � ~ o IIII f(I 0 0 o � IIII IIII a y IIII IIII Y)- �m I Z. • • • n m BUCK ANCHORING o N V) z W L N F W O of CONCRETE ANCHOR NOTES: w 1. Concrete anchor locations at the comers may be adjusted to maintain the min. I o edge distance to mortar joints. 0 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors ( w i a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o 0 3. Concrete anchor table: o �' ANCHOR' ANCHOR MIN MIN CLEARANCE 'MIN CLEARANCE z v Z5 TO MASONRY .0 ADJACENT<? TYPE SIZE EMBEDMENT DATE:02127112 z EDGE .. ANCHOR..:.:1 G w ITW SCALE: N.T.S. Z ® 1/4" 1-1/4" 2" 4" Dwr.BY: JK m TAPCON_ ELCO CHK.BY: LFS 3 ULTRACON® 1/4" 1-1/4" 1" 4" DRAWING N% y FL-15255.3 SHEET 1O OF 16 P, u SEE HINGE ��`� DETAIL 1 r 6,(TYP.) 4—I 4° • I l 1 1 I � N:� o �` � z�-� TYP. L 'p� .`� >> m JAMBS � ��i/ nttt��` z o`m o &HEAD m U N = � Tv 0 zo zmOC.i 63 o° m 4 2X BUCK h1 6 W Y � z DOOR ' z o FRAME Z i ZIr •—`O � Z z SEE y =0 HINGE MASONRY , 3 J Z, DETAIL OPENING I U ¢z p TYP.@ SILL L TYP. ~ o U JAMBS < m a a N m v HINGEJAMB FRAMEANCHORING STRIKE JAMB $ Masonry 2X buck construction In Z d 0 V) CONCRETE ANCHOR NOTES: 64 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. J 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to '-1.❑ j 6 o maintain the min,edge distance to mortar joints,additional concrete anchors 22 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. • • • 3 Concrete anchor table •. 26 o MIN CLEARANCE MIN CLEARANCE 26 — • • ANCHOR ANCHOR MIN — • " c a TO MASONRY TO ADJACENT 64 24 i TYPE SIZE ; EMBEDMENT o z a 24 -.:EDGE..: .: ...:ANCHOR ❑ ITW18 18 DAre:02/27/12 i z TAPCON� 1/4" 1-1/4" 2" 4" SCALE: N.T.S. ° ELCO ® DWG. JK m' w ULTRACON 1-1/4" 1" 4" 23 CHK.9Y.- LFS 3 HINGE DETAIL 1 HINGE DETAIL 2 WOOD SCREW INSTALLATION NOTES: DRAWING wo.: STRIKE PLATE DETAIL N 1.Maintain a minimum 5/8"edge distance,I"end distance,8.I"o.c.spacing of FL-15255.3 0 N ' wood screws to prevent the splitting of wood. sneer 11 or i 6 V SEE HINGE4,' r 6"(TYP.) .�` ....... DETAIL 1 u� `� A. 4=?e z * yQh Z /JAMBS � ``�� N>M w * &HEAD 'Q rjfrrirrn«t�� zamo 0 U N••$ �$ o gz' o Em z11oU om 2X BUCK 63 w ° tz v m a E m 00 g0 " � Z c o v O 9z 1 I o �cui DOOR FRAME U ztn SEE MASONRY TYP. \t�) n Ta HINGE OPENING JAMBS P i zgi m ¢z DETAIL 2 JAMBS w wo p TYP.@ SILL 6 m n O � a • y iz N >m m G HINGE JAMB FRAME ANCHORING STRIKE JAMB N Masonry 2X buck construction z 2 w 0 M CONCRETE ANCHOR NOTES: I.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 64 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to I J a I o maintain the min.edge distance to mortarjoints,addifionotconcrete anchors I may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. • ' m `- 3. Concrete anchor table Vf 26 •° • 22MIN CCEARAN.0 MIN CtEARANCE ANCHOR ANCHOR RAIN TO ADJACENT OR �8DAm 02/27/12 TA ON® 1/4" 1-1/4, 2" 4" sGA�: N.T.S. z < ELCO 1/4" 1.1/4° 1" 4" JwG.BY: JK e m ULTRACON23 GHK.BY; VS 3 HINGE DETAIL I HINGE DETAIL 2 e ORAw1NG NG.: WOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL N i.Maintain a minimum 518"edge distance,i"end distance,&I"o.c.spacing of FL-75255.3 v wood screws to prevent the splitting of wood. sHE- 12 or, i 6 a li C 0 0 0 SEE HINGE ' DETAIL 1 4" � I �6„(TYP.) _``�.�• .- •%, � I I ! l Z hyo;Z.- TYP. F JAMBS L HIS ANCHOR �i &HEAD REQ'D ONLYtl / rr p�� z o m o on z WHEN DP>55.0 PSF a :9 0 o z q Z a \N \ ° o� gm `oa ' O 1X BUCK in a:a. 64 E oZ _ N a d DOOR 63 — D o FRAME lL v p ck�o HINGESEE MASONRY 64 N =� U DETAIL OPENING © Zz p TYP.@ SILL F JAMPBS 23 0 0 3m STRIKE PLATE DETAIL r < x 1X buck a a 7 E 11 I I f m HINGE JAMS STRIKE JAMB o U) z w o o � F CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. FI IX BUCK FI1 X BUCK te a edge distance to mortarjoinis. o 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to Q DIRECT TO Q DIRECT TO zi maintain the min.edge distance to mortorjoints,additional concrete anchors o • MASONRY • • maybe required to ensure the'MAX.ON CENTER"dimension are not exceeded. 26 .� • MASONRY w i • 26 - o 3 Concrete anchor table: �• �• • n , MIN CLEARANCE ,MIN CLEARANCE:. 24 " ANCHOR, ANCHOR MIN 24 z TYPE SIZE EMBEDMENT '.70 MASONRY 70ADJAGENi –z LL EDGE. ANCHOR 1S F �$ DATE 02127112 z z TAPC N® 1/4" 1.1/4" 2" 4" SCALEN.T.S. M.BY: JK m w ELCO m HINGE DETAIL 1 CHK.BY: LFS 3 ULTRACON 1/4" 1-1/4 1" 4 HINGE DETAIL 2 �+ DMWING NO.: C FL-15255.3 " ITW m 3/16" 1-1/4" 3" 1.1/2" a TAPCON BHEE7 13 OF I6 " V 0 SEE HINGE DETAIL 1 4 • "A-A (TYP,) =sem,4, o �• pnj �S•OJ O�J�Ci 1 1 1 l I I l l I =N � 6 1 %Vim• Z �GJO� o� • &HEAD JAMBS fill 0 z v z0 Zc U 22 �� E° °m° 0 w g Uo 1X BUCK o a 0 a Na m D:am ✓ w 64 ` o E ? DOOR � 1 63 FRAME w gU Z Z Z[n 64 co SEE HINGE MASONRY ❑ g J z� DETAIL 1 OPENING w wo _ (n $� U p TYP.Q SILL 23 o a m v F TYP STRIKE PLATE DETAIL a a q _ _ JAMBS 1 X buck } ^1 f 1 f 11 1 1 I^ CO G "B-B" 4 HINGE JAMB FRAMEANCHORING STRIKE JAMB N 3 Masonry 1 X buck construction z d o W In h C CONCRETE ANCHOR NOTES: \ o I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. I o 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 4 maintain the min.edge distance to mortorjoints,additional concrete anchors • • • • N a may required to ensure the"MAX.ON CENTER"dimension are not exceeded. • • w i 3. Concrete anchor table: 26 • 26 • o a o ANCHOR ANCHOR AAIN MIN CLEARANCE ;MIN CLEARANCE? • 24 • • 24 �_o z TYPE SIZE, 1: EMBEDMENT TO MASONRY TO ADJACENT z ..ITW.. .• .: . - EDGE.-V- ::'..ANCHOR:. 18 _ DAre 02/27/12 u 18 2 O -TJ4" 2" 4" SCALE N.T.S. ° a TAPCON mvc.car: JK m' w ELCO 1/4" 1-1/4" 1" 4" LFS 3 ULTRACONe HINGE DETAIL 1 HINGE DETAIL 2 DRN er: � DRAWING NO.: ITW o FL-15255.3 0 TAPCON SHE_rr 14 OF 1 D N U K R:\Clients\Trinity PERMANENI\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.1-4.dwg,153 ' -' 0.811.25' 1.25'" I r ~� N � \ m A ` D " A (�S 6V v 4 Q- A V'In (n m Q 0. IJ ��no OSS � A 1"'•<t N 't On m A� t^- -�laa° I I e --I 0.75"F-- ro ?O �S O LI 3Z y o� v O v �{ 1.25" O 0.31"--j O yp rn 0.0811— J o. �N a A 0 d v o p � o p a U. 0 q CID N --I—0.76- o U o A 2 y � a 47 N 0 y N N S — a A 0 ^ -_I 1.00 - IIFII \\\\%j.%'-C' No.43469 Si.7 fl t xn g PRODUCT: Ooeumenta Prepored By:i V, OIAIIC� "I 't TRINITY GLASS INT"L Lyndon F. Schmidt '�� 5'• !Ow.:'G\��` P.E. No. 43409 IN � o z� q��1NAL111�\ 0, PART OR ASSEMBLY: �(,/��j��BUILDING CONSULTANTS, INC. _ Ui }1 N 1 0-370-271-5 UPDATE TO 5TH ED. (2014 FBC JK COMPONENTS " `"J!�/ P•O.tBox 230• Vclrico, FL 33595 o w N N0. DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.BUILDING BDN-ANTS INC. a BILL OF MATERIALS '2' s ITEM If DESCRIPTION MATERIA! A 1X BUCK SG>=0.55 WOOD 0 B 2X BUCK SG>=0.55 WOOD ��.��'•.,, 5`�� c C 1/4"MAX.SHIM SPACE tt*Pty z o m d D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL O n z U N•; E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI z CONCRETE 0 9 Z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 I E m m m F 1/4!'X 3-3/4"PFH ITW CONCRETE SCREW STEEL V ` o' °e 5 p o a. m mn.a� H 1/4"X3-1/4"PFH ITW CONCRETE SCREW STEEL s J #9 X 2-1/4"PFH WS STEEL E gz L #8 X 2-1/2"PFH WS STEEL .14 .(� M 3/16"X 3-1/4" PFH ITW CONCRETE SCREW STEEL P 1/4!'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD 1 A STRIKE JAMB-FINGER-JOINT PINE(5-1/4")-SG>Z-'0.42 2 JAMB PVC N w 3 JAMB FIBERGLASS/COMP a 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL m 9 #9 X 2-1/4"PFH WOOD SCREW STEEL w 12 WEATHER STRIP QEBD650 Q-LON 18 3.983"X 4.0"HINGE MIN 0.098"THICK STEEL G~ m 19 SILLKEY PC/ASA g v 22 DEADBOLT STRIKE PLATE STEEL a a 23STRIKE PLATE STEEL m 24#9 X 5/8"PFH WS STEEL 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 26 #9 X 1.0"PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. a 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - N 60V)PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS z 3 d 0 0 63 #8 X 2-1/4'PFH WOOD SCREW STEEL W En 64 #8 X 2"PFH WOOD SCREW STEEL N 67 INTEGRAL MULLION-FINGER JOINT PINE(SG>=0.42) WOOD 2 69 MULLION BASE KIT PC/ASA 0 a 'o 6 O N Q N F Q u O Q 9 O N ^O Z Z U DATE 02/27/12 ° S z 2 SCALE: N.T.S. ° z < DWG.BY. JK m CNK.BY. LFS 3 DRAWING NO.: ¢ ' FL-15255.3 N 0 SHEET IF; — 16 N V z' J -74"MAX.OVERALL FRAME WIDTH CONTOURS STEEL DOOR,WOOD EDGE 72 114"MAX.PANEL WIDTH TABLE OF CONTENTS 6.0 X 6-8(XX)&5.4 X 8.0(O/0X0) 736 /8"WITH SHT# DESCRIPTIONRAGAL 1 INSWING ELEVATIONS&GENERAL NOTES tD INSWINGIOUTSWING 2 INSWING ELEVATIONS n 24 GA.STEEL IMPACT DOOR SYSTEM J Ci 3 INSWING ELEVATIONS&BILL OF MATERIAL ir GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY-WITH THE CURRENT IRC AND 5 INSWING INSWING VERTICALHORIZONTAL CROSS SE TIIOONS U to FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z O Q M SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 28 8 OUTSWING ELEVATIONS 0- U..N C7 O-•�..,. 9 OUTSWING VERTICAL CROSS SECTIONS Z LU a0 HAVING SIDELITElTRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. � � � Y 200 NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = O x 10 OUTSWING VERTICAL CROSS SECTIONS UJ Q F 00 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 25 O 11 OUTSWING HORIZONTAL CROSS SECTIONS J Q J `....j \ W x 12 OUTSWING HORIZONTAL CROSS SECTIONS t` LOADS TO THE STRUCTURE. f6 _ w 13 ANCHORING LOCATIONS I j n <2 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR > 'R' D 6 z 14 ANCHORING LOCATIONS r` 1'D. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O� 6 7 a 15 ANCHORING LOCATIONS&DETAILS 4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 6 16 UNIT COMPONENTS 5. SCALE BASED ON 11x17 SHEET SIZE. 2 NOTE 2 \ / NOTE 2 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. w 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION \ / ry !, q w^w REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN r•�+ INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH INACTIVE ACTIVE II� 8�• O O N CO LENGTH/OH HEIGHT IS 1.0. O z o�0 0w ASTRAGAL 4 4 DEC 2 9 2016 0.c9 1 o DOOR LEAF CONSTRUCTION: NOTE 2 0`'T z L? FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) J,d� w THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) PERMITTING w wxI � Ow St. Lucie CountyFL Z m Z P x z CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND ° c q u §E LU DENSITY EXPANDED POLYSTYRENE(EPS). =o z z PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF SIO c cn of 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA z SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" TABLE 1 o 0 0 LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL DESIGN PRESSURE RATING a a 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: a)g m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, L W INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z O CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. ¢z z SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM x a O FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. U x P: THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMPOSITIVE +55 +55 w U(L(n INSWING 0 w a_z CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 00 0 0 O ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM 0 O W 6, FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o 0 w THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING x o INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNERANGLED NEGATIVE 55 55 04 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: N o AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. o v D ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCTkWj i I Ill,, si CENTER OF THE RECEIVER PLUG IS L THRESHOLD D TO R CEIVE THEAND WITH BOTTOM ASTRAGAL BOLT.DOW 1199 SILICONE. A PLASTIC OF THE TWO FRAMES.1'X 1/2"CORRUGATED NAILS ARE USED ON THE ��o� SS F. 0'����i� m¢O EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" 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 : 1 A DATE: 12/31/09 i Rall signed Hermes this F.ocume P.E \ METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-112"SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH 9 y 9 y ' eae:20 am approving thisdocument SCALE BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 112"HOLE AT THE 9 7�.':.,. 112"=1' OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ace:zota.tt.t t t0oa:3a-05'00' _ CENTER OF THE HEAD ANDA METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" IN PLACE WITH 16GA X 7/16"X 2"STAPLES. Dwc.evG.LUBBECKE SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT T�T C.K.BY: S.FREY THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 118" 11 ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE On H4 DAnwiuc NO.: F iom.N TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS ����� ldlq°i^9D.0io�-Cs, .�� JW162009 LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. ➢�tNy a am F44aagx�x FBPE Cel�,IA.Ii66I:?'Ent 1111 SHEE<1 OF 16 I� o 0 0 64 1/2"MAX 2OVERALL WIDTH 64 112"MAX O.V.A WIDTH 51"MAX J 0 58 1/2"MAX.D.L.O. 35 3/4"MAX OVERALL WIDTH PANEL WIDTH Ji 11110. D I c0^o D 7 7 NOTE 2 26 ;pt \ 26 \ > OC O' O com -J,n C9 j Z6 \ x 2 \ \ 7 W 2 \. = z0Qc� O x �9 O �. \ J d LL-N J \ Z LU W m PG 6 wm w \ 6 wo � ¢ Qo�o CD a z Q 6 ) >- Z Q B 0 g >m _ 6 Fi w'o a NOTE 2 6 xx" a NOTE 2 NOTE 2 O _j eco Q� w o G 6 p m oD / NOTE 2 ¢ co 2 w m Y a z >¢ 6 x m a NOTE 2 B D 6 � `o^ ° M n o M / NOTE 2 7"MAX, 7"MAX. / MULL POST w o D.L. U. O. D.L.O. Oo J W p w 1 ^ 7D.L O. MULL POST '3 p¢ z � C9 O C D A I 12"MAX. C A 0 N NOTE 2 NOTE 2 NOTE 2 a 5 4 4 r PANEL WIDTH 5 5 4 4 0 z w TRI UNIT(OXO) TYR 12"MAX. NOTE 2 ❑ K W q g (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3/4"MAX w^F r W NOTE 2 PANEL WIDTH X] J z 5 5 4 4 12"MAX NON-IMPACT SIDELITES) m p NOTE 2 PANEL WIDTH DUAL UNIT(OX) p z 353/4'MAX NP' 37112"MAX O.V.A. Ci PANEL WIDTH FRAME WIDTH (INSWING IMPACT DOOR WITH F O�ox c I� MULL POST z NON-IMPACT SIDELITE) 7) z 0:z O 00 — C� TRI UNIT(0!0X0) a U a (INSWING IMPACT DOOR WITH \ N g ro NON-IMPACT SIDELITES&TRANSOM) 26 _ FLti 0 ¢zz 25 x coT w O \ ui x mowEEz w w0 00w0 pUw— a 7 6 o m Lu W x T: cf xx 7 6 < NOTE 2 NOTE 2 a W ^ NOTES: co 1- ALL VIEWS FROM INTERIOR. o N 0 / 2-MASONRY AND CONCRETECONSTRI`*"ljk'���/i��� "p0 DATE: 12/31/09 A B NOTE 2 =* : 7- SCALE i..* scA E: 1!2"=1' OWG,EG.LUBBECKE 35 314"MAX. :"` TT PANEL WIDTH �J ^� cHK.er: S.FREY ��i(�"��' ,�':�rEl � DRAWINGNO.: SINGLE UNIT(X) �i� amyDo �� �� JW162009 (INSWING IMPACT) j �p�p ��&".t',y FBFE Ce^rl.6l.>f�I1LRS;I�n No.MIS SHEET 2 OF 16 Item DESCRIPTION Material 37 1/2"MAX O.V.A. 1 HINGE JAMB 1 114"X 4-9/16"FINGERJOINTED PINE PINE 2 r FRAME WIDTH 2 HEAD JAMB 1 1!4"X 4-9/16"FINGERJOINTED PINE PINE �+03 LATCH JAMB 1-114"X 4-9/16"FINGERJOINTED PINE) PINE 31 112"MAX.D.L.O. ` 4 SIDELITE JAMB 1-114"X 4-9116"FINGERJOINTED PINE PINE 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112"MIN.EMBEDMENT STEEL o N 6 4"X 4"BUTT HINGE 12GA. .0 9"MIN STEEL r NOTE 2 7 1#9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL p 8 #10 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL J oc 9 3116"ITW BUILDEX TAPCON WITH 1 114"MIN.EMBEDMENT STEEL m 0 \ 10 COMPRESSION WEATHERSTRIP FOAMCC H 11 INSWING THRESHOLD ENDURAMODEL LZAILP56WMF1206063-T5/COMP. ALUMINUM Z JM 26 12 #8 X 2112"PHILLIPS FLAT HEAD WOOD SCREW STEEL D.. �N = 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM Z Y =OD J 14 NOT USED < Q 3: Q 25 qa 15 SIDELITE SEAT,Z60 SERIES ENDURA VINYL Lu ` w o 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL I M ¢ O s 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL M Y 0- w w X 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL ¢ 7 D17 6 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL x B 20 LOCK BLOCK 1-11116"X 3-1/8"X 12 FINGERJOINTED PINE TREATED PINE c9 21 ODL LIP-LITE FRAME PLASTIC o l.w NOTE 2 NOTE 2 a 22 1"O.V.A.INSULATED TEMPERED GLASS GLASS 0 Ox F- n 23 16 Ga,7/16"CROWN X 2"LONG STAPLES STEEL 00 O O / 24 CORRUGATED NAIL 1/2'X 1-1/16"25 GA. STEEL 3 p / 25 KWIKSET LOCK SERIES 400 STEEL X m" F-R 26 KWIKSET DEADBOLT SERIES 660 STEEL O Y'zw�. 27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL o.6 3 w� 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w^� J 0- C NOTE 2 29 NON-COMPRESSION SHIM WOOD ��=O m z 0 35 3/4"MAX. 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM w x z N Z m PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS U=O < A-525 COMMERCIAL DUALITY 0.021"MIN.THICK. F. z o SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL o O ¢ (INSWING IMPACT DOOR WITH 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a 0 a NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM 1:0co 1,1 35 MULL POST,EDGE GLUED FINGERJOINTED PINE PINE w W 36 3/8'ROUNDED SCOTIA PLASTIC ¢z z 37 SILICONE BEAD DOW 1199 SILICONE v=O 38 JAMB,1-1/4"X 4-1/2"FINGERJOINTED PINE LVL o W o , RZ 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM 40 ASTRAGAL BOLT 0.313 DIA. STEEL o w a 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w w 42 11116 O.V.A.INSULATED 1/8"ANNEALED GLASS GLASS F--N 43 1"STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER AL./SEALENT ^ U, 45 GLAZING CLIP CELLULAR PVC NOTES: a o¢ 46 SASH CELLULAR PV 1- ALL VIEWS FROM INTERIOR. tt/rr o n 2-MASONRY AND CONCRETE CONSTRL�QT?6IS. 47 STRIKE PLATE GLOBAL STEEL ��SES F 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL ,� z 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC `� :: \ O DATE: 12/31/09 77,x...._: BCALE 1/2"=1' / * - DwG.e(,.LUBBECKE CHK.BY: S.FREY 0 DR WING 4O.: �i�T�CP10 0a.ldi,g D,o0"cs75aG��`� i+ Oiaio9 �� JW162009 9r,�d�8N,pF�n1�y�1�+c I Cett.'d.AI1k 6k1tJon T1a 2P5]E SHEET 3 OF 16 1 1"MIN m 1"MIN. NOTE 1 1" 1"MIN 1"MIN. MIN. 1"MIN NOTE 1 X 1 wMIN. 1"MIN NOTE 1 m— MIN 1"MIN 9 ¢x — 1e- 1" - 1"MIN — 9 X Y iv NOTE 2 NOTE 1 NOTE 2 28 41 g z_ 28 41 eo g� Z 5 �... �cn rn 0 .• .. '. .. 1 ° mo I 2 I . 29 �- / ii I 29 38U lot 38 _ _ 36 43 1 L z o IL Q .W , } Ll__ur�J z W / Z w " i" Z Y SEE DETAIL A .-Z Y Y = g ¢x SHEET 15 37 O 0 = g x 36 43 F J Q SEE DETAIL A 16 g F- 42 � = g x Lo SHEET 15 g 16 w g 10 = 11!16"O.A. w g a= 37 w Lu n g_ �� X z �0 42 ° w x -� co YD SEE1015 10 44 DETAIL A g X SEEDETAIL A SHEET 15 11!16"O.A. ¢ w 45 46 ¢ z w 37 g N g a 4404 Q 38 } 3 45 46 w ¢ g �.. z �.. 7 n N w.-.w O :., } 2 36 r> pOF U } _ Oo¢ u) 0 N ° O x L LLI (If0 0 w x w W w w 10 O ........... _ O�Z U 16 Vii_- w�0 U LU Z Z X z Z w x Cx7 16 NXO m d w - of ¢ �- O w 2 m,� 2 w a. X o x 2 0 0 w > ¢ 30 w z w = �o� < Z g z 30 10 J U O c ¢ W a I---lo o ❑ _ m I� m 31 X 31 d a OU �d 170' of 17 �. w ra ggr 32 ^ x z Zs w m m 32 w - r` O w 30 l 30 g ¢Zz 11 11 ! U=O 31 31 ® w U n.0 LLI 28 41 - +1 1!2" _ .® O p U 0 _ 000- 17 17 SEE NOTE 1 MIN. y v I p U w m m EMB. v w o p> 32 32 w D. N z 5 —I 1"MIN 11 11 ga —I—1"MIN 1„ s r I� MIN. O_(V 0 28 41 +1 1/2" ! \ VERTICAL CROSS SECTION.DOORlTRANSOM TYP. VERTICAL CROSS SECTION.L]Ob�N�QNSQM TYR SEE NOTE 1 MIN. 9 v 4 WOOD FRAME INSTALLATION 4 MASONRY AND CONCRE`�y z EMB. DAiE: 12131/09 5 } NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS 7 f_ ... = SCALE: 3 =1 —I 1"MIN _ G.LUBBECKE LONG AS MINIMUM ANCHOR EMBEDMENT = * - Dwc.e 1"MIN — ° I� 1 1"MIN I DEPTH,INTO MASONRY,CONCRETE,OR T T cHK.er: S.FREY / H \ VERTICAL CROSS SECTION DOOR TYP. MIN. ' � �1=• W°. 4 WOOD FRAME INSTALLATION B WOOD IS MAINTAINED. % O py PPE° k (� VERTICAL CROSS SECTION.DOOR TYP. NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED % �Eldrtoa.�no rS r �?�� DRA INGN6- 4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. � JW162009 BeaFLyyIQ�` SHEET 4 OF 16 FBPE Ceil'Ai4+LF+jAS,Adn'Na.T95]8 cm-- 1"MIN. NOTE 1 D6 1" 1"MIN 1„ Q H w 1"MIN 28 41 v w MIN. 1"MIN NOTE 1 GdMIN, 1"MIN 2 5 1"MIN 28 41 1 9 Y — 1"MINV MIN . NOTE w _~1"MIN NOTE 1 V) 29 ° r w 1"MIN 28 41 �� 9 28 41 5 co ' � V) 29 4= e°' r rn G 29 v- > CL 38 36 43 J' O f4lED SEE DE ILA J x IY cn �� �2 C) O Q m SHEET 15 37 42 O = W F 38 36 43 F = SEE DETAIL 2 = C7 SHEET 15 36 43 - --1 UJ CL LL W 11/16"O.A. o W 2 g= 2 w SEE DETAIL A W Y S ao 37 42 X W 37 SHEET 15 36 43 J Q r 16 37 Lr) 44 .'.:'. c p 44 45 46 2 a SEE DETAILA 11116"O.A. ¢ -� 2 % ¢ SHEET 15 Z 31 37 r` 2 2 qqT `moo a " p 31 16 LL) Yd iv 45 46 � XX E 30 38 37 ¢ X 21 1 p 30 w • II (V W w Z t: t 38 M 1"O.A. — a x 21 LD w w O �.......... SEE DETAIL w �p w _ �O 0O� SHEET 12 -zo m-! X U) w 1 2 1 Z o SEE DETAILA 1"O.A. w `O O O 2 SHEET 12 z `°< o N p �l. 22 \\- 36 43 /J _O / 22 OO'T z w 37 36 43 2121 } Lu of 31 16 37 ( tea. (tea �X� � O 31 O O m 31 ¢� Jy co m- W w O 30 31 16 C7 a C9 m 0 z N > F- 21 30 of 17 `� 17 �O m L) U) � o SEE DETAILA w p x 21 +p 37 cn Lu w30 37 30 2 ¢L) a ? W a a SHEET 121"O.A. Z m- w 1"O A 4 c'J ¢y \ - O SEE DETAIL A w 15 11 2 w'm SHEET 12 z m 11 22 ( 22 2 15 Z + ( 41 28 - + 1 112" + _I a z 21 21 SEE NOTE EMB. 9 °� 4 W O a /ten /U) owO=z 31 < 31 J� 5 1"MIN I } OOW55 O (7 n 1"MLu IN f-- �- 1"MIN. - 1"MIN woo> N X ( \ VERTICAL CROSS SECTION SIDELITE TYP. L CROSS VERTICA _ or,17 17 m 5 WOOD FRAME INSTALLATION D MASONRY AND CONCRETOE INSTALLATION 37 30 30 w 37 r w Z NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR N o 15 g EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS o Ci 11 11 v MAINTAINED. F ¢ 41 28 1 1/2" _ 15 . 0 ��� m p MIN. \ _ 0 DArE: 12/31/09 SEE NOTE 1 EMB. 9 a 77 SCALE: 3"=1. DWG.E+,LUBBECKE 5 f 1"MIN o TI\T W CHK.BY; S.FREY I� 1"MIN '- 1"MIN. - 1"MIN e % 0- IN 11 e. DRAWING NO.: _\ VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. g i� u C g Dm p.577 JW 162009 S WOOD FRAME INSTALLATION VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. �yf yyp�yyigiyy� 5 MASONRY AND CONCRETE INSTALLATION FBPE ➢� FL N,.29578 SHEET OF 16 1/4"MAX._ _ 10 25 _ SHIM THK.1 1/4" MIN.13 SEE DETAIL A 1 1 0 19 MIN.EMB. SHEET 15 19 31 30 SEE NOTE 4 28 41 SEE NOTE 3(27 Q 1/4"MAX.SHIM 1"MIN. �j ir SEE DETAII,A THK. 31 } m O SHEET 15 _ p } 1"MIN. 18 10 1. w I– U) 1 1"MIN. 1"MING z O Q��? 30 31 20 31 5-:. `,, 5 w Z W LL� INTERIOR Q 18 10 H U LU Y =ao 1"MING INTERIOR 0 QJ INACTIVE ACTIVE 9 1 w 30 7 8 V Lo �1"MIN 6 29 28 41 SEE NOTE 4 n Q C HORIZONTAL CROSS SECTION LU co Y D- A HORIZONTAL CROSS SECTION INTERIOR30 7 0 29 g 6 VIEW AT DOOR LATCHlSIDE JAMB �6J VIEW AT ASTRAGAL 6 (WOOD INSTALL) _1/4"MAX. / 0 1 HORIZONTAL CROSS SECTION 1/4"MAX SHIM THK.- 6 VIEW AT DOOR HINGE/SIDE JAMB z 1 1/2" SHIM THK. (MASONRY AND CONCRETE INSTALL) SEE DETAIL A O MIN.EMB. 1 1/2"_ 4 SHEET 15 0 1 SEE DETAIL A MIN-EMB. //�:/ w,.w �- } SHEET 15 MIN.EMB. } O O U cn 1"MIN. 28 41 SEE NOTE 4 3721 N co 31 T30 0 0'¢ 1/4"MAX. 22 m v O 18 af(ON D_' w (3�1 SHIM THK. O x U t� w 10 18 Y I SEE DETAIL A z 0?_z 01"MIN 5 1"MIN. } d SHEETI5 ::•; 0"' a 1"MIN. �nu)� ~ Lu Lu � 1 Lu w } 1 31 ` \ co 10 18 w 12 SEE NOTE 2 u;z o Oz SEE NOTE4 28 41 8 29 6` 7 30 f z1"MIN 9 SEE 41 28 29 36 43 INTERIOR U=O ¢ z INTERIOR w d F- o 1"MIN wz NOTE 4 o z r , HORIZONTALCROSS SECTION o O D HORIZONTAL CROSS SECTION 6 VIEW AT FIXED PANEUSIDE JAMB a 0 a Z 6 VIEW AT DOOR HINGE/SIDE JAMB 8 29 0 30 INTERIOR (WOOD INSTALL) (WOOD INSTALL) 6 7 NOTES w g m 1/4"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 E HORIZONTAL CROSS SECTION SHIM THK. `MIN.EMB. &15. 0 w 1 1/4 VIEW AT DOOR HINGE/SIDE JAMB SEE DETAIL A 2 SPACING FOR ITEM#12 FROM TOP DOWN: ¢z z MIN.EMB. 1/4"MAX.SHIM THK. 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Z 3 31 I 9 w o O W SHEET 15 /� 1/4"MAX 1 2 3 4 I=-N 20 31 + + 10 19 /�3 S20 SHIM THK. I g n r-0) 19 25 / SEE DETAIL A J co } p SHEET 15 10 r 0 zF z OPTIONAL MASONRY AND CONCRETE INSTALLATION ry o a FOR HEADERS AND JAMBS o o _ �Z 11111117/ F z . z Z - a j z /j/%/ -w 9 /i%jj%/j SEE NOTE 5&6,THIS PAGE ♦♦♦\ �g F. b m a O ...-...... n. / / ♦ i z w onre: 12/31/09 5 , .�:...:: .; ..` . . . . . I 48 2 30 INTERIOR 2 _ �••• ... 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VERTICAL CROSS SECTION.DOOR TYP. 9 MASONRY AND CONCRETE INSTALLATION NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED e Y "� T � 2 WiNc No.: IN NARROW SECTION OF HEAD OF JAMB. [[7'1 pp,, JW162009 j�sa�oa�a .5;.53� � FBPt45 BaxC..FL aeeCa`� 'c fjt:i:.. �."�1� BHEET�_OF '��rr111111111��� ,, • 0 o e C6 1"MIN. NOTE 1 of 1"MIN _ w — &"M — 28 41 v w MIN. —Lu INN NOTE 1 Qp— MIN. 1"MIN z z 1"MIN 9 28 41 of— 1"MIN. NOTE 1 a w 1"MIN NOTE 1 a= _ w 1"MIN — 28 41 z 1"MIN 9 28 41 e e. H ��' { 29 �z s M b _ ° °.n m + 29 } G } 29 , // �_ — .. .. . J o SEE DETAIL A J 36 43 = 2 'Y 1 ` } _ / } 29 SHEET 16 37 42 O w = F_ 38 3643= SEE DETAIL -.1�. 2 z O Q M J 2 W = C7 SHEET 15 - 36 43 i' LLUU LL co 11/16"O.A.O w < - 37 4 � W = 37 SEE DETAIL A 36 43 LU Y = 00 X ¢ LL SHEET 15 Q ¢ SEE DETAIL A X 16 37 Q 44 a x SHEET 15 11116"O.A. ¢ W ¢ 31 O t` 45 46 N � �� Q � 16 W nal 37 n 44 o (L 30 31 -� M Y a :'. iv 45 46 Q :.. :. 38 } 37 1 Hw- 21 1 p 30 m .. a z 1.:O.A. 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SEE NOTE 1 1I m 9 �0 MAINTAINED. -TE: 12131!09 (V b 7 SCALE: DWG. 5 1"MINn _ n T T .BY: S.FREY �- 1"MIN. 1"MIN CNK X10 ��E'�kr 1"MIN 'I���Fla YL1P ,yo-}3T �`\� GRAWING NG.: A (T VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. 6 VERTICAL CROSS SECTION SIDELITE RANSOM TYP i� S Bwl;r ♦ JW162009 t 'e �ala 10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION N �y'B"-".F T OF 16 FBPE CerI'A�RLh+A�Eun No.295]8 SHEE I 114"MAX. 25 SHIM THK.. 1 1/2" _ _ 1 1/4" MIN.EMB. 13 SHEET 15 10 MIN.EMB. SEE DETAIL A n 19 `--(1 19 31 30 SEE NOTE 4 28 41 Q rn SEE NOTE 3(27 114 "MAX.SHIM 1"MIN > C[:THK. SEE DETAIL A I 31 } 00 O SHEET 15 1"MIN. 18 10 1 w U) 1 1"MIN. 1"MING Z O Q Lu 30 g1 20 31 } ::'. Lu z 1 EXTERIOR 18 10 I Fw "' 1 0) W Y 2 000 INACTIVE ACTIVE 9 1"MIN 30 EXTERIOR 2 J Q•d. Lu 1"MIN �� 7 6 29 8 2g qt SEE NOTE 4 A HORIZONTAL CROSS SECTION p [ c 1 HORIZONTAL CROSS SECTION LU M Y d 11 VIEW AT ASTRAGAL EXTERIOR30 7 29 g 11 VIEW AT DOOR LATCH/SIDE JAMB 6 (WOOD INSTALL) _ [ D 1 HORIZONTAL CROSS SECTION MAX 1/4"MAX. SHIM THK.— 1 112" SHIM THK. 11 VIEW AT DOOR HINGE/SIDE JAMB SEE DETAIL A w MIN.EMB. (MASONRY AND CONCRETE INSTALL) 1 1/2" 4 SHEET 15 Oo /�SEE DETAIL A 1 1/4„ MIN.EMB. w W /j'/ SHEET 15 1 MIN.EMB.+ 0 x 1"MIN. `28 41 SEE NOTE 4 37 31 30 21 O O_Q z 1/4"MAX. 18 2 N cD 31 ISHIM THK. I-'Z 1 0 CO 0 W O F 10 18 } SEE DETAIL A z p'T z =w 01"MIN 5 1"MIN. a SHEET15 w I + 1„MIN. i- 5 lis►:.^.'.. WxF zW co J� w O 30 F 10 18 31 12 SEE NOTE 2 U X z w F-L) 8 29 6 7 f Z1”MIN SEE 41 28 29 36 43 EXTERIOR U=O m < O F m m SEE NOTE4 28 41 EXTERIOR w 4 !;±;?;. 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MIN.EMB. &15. z MIN.EMB. -1/4-MAX.SHIM THK. 11 VIEW AT DOOR LATCH/SIDE JAMB 2.SPACING FOR ITEM#12 FROM TOP DOWN: i¢zz ~ (MASONRY AND CONCRETE INSTALL) SEE DETAIL A 29 SHEET 15 z 6",28 e" 50 a",73-"' U= 29 SEE DETAIL A 4 w v a z 3.ASTRAGAL SCREW SPACING FOR ITEM#27 ❑LU - 4 SHEET 15 1/4"MAX.SHIM THK. — p + 0050 z P 1 112" FROM TOP DOWN:J",3-'q'•20",24-a",54-'1- 59" O p m- M a . 3 SEE DETAIL A 4 MIN.EMB. 21 30 3311 37 75-2"&78-g'. w o ul> 31 30 21 22 1 22 4 118 } } } 4.1X BUCK MAY BE UTILIZED AS AN OPTION =o = } 18 2130 31 37 1 Z I AS LONG AS MIN.ANCHOR EMBEDMENT F-r Z z 22 Z DEPTH,INTO MASONRY,CONCRETE.OR 18 g WOOD,IS MAINTAINED. w d ur .:•,:. z z 9 + 5.TAPCON(ITEM#9)ANCHOR SPACING SAMEji N b¢ 5 EXTERIOR AS WOOD ANCHOR(ITEM#5,1� ACING. o N 4 f 6.OPTIONALLY,ANCHOR(%1��11gP�L/kYLFyD IN EXTERIOR I NARROW SECTION m¢O 2g 36 43 f SEE NOTE 2 12 36 43 28 41 z 41 12 SEE NOTE 2 SEE NOTE 2 12 SEE NOTE 4 ^�,Z A� DATE: 12/31/09 g SEE NOTE 4 EXTERIOR �1 7 SCALE: 3"=1' 36 43 29 28 41 SEE NOTE 4 I HORIZONTAL CROSS SECTION \,11,/VIEW AT FIXED PANEL/SIDE JAMB - * ' LLr * = 0W0 8G.LUBBECKE a , (MASONRY AND CONCRETE INSTALL) , T�1T QF441 CHK.BY: S.FREY / G HORIZONTAL CROSS SECTION �� 11 VIEW AT FIXED PANEL/SIDE JAMB / H 1 HORIZONTAL CROSS SECTION ��0.(� F p. ,r�°��_�`� DRAWING rO.: (MASONRY AND CONCRETE INSTALL) 11 VIEW AT FIXED PANELISIDE JAMB9DB 5 JW162009 � (WOOD INSTALL) l j 21©AAL s, FDPE Ce�RI'ly4A Nn.2?5]8 SHEETj'LOF 16 • O 0 O 35 1/4"MAX 35 25 —SHIM THK.TYP. 1 112"MIN; 10 37 37 10 EMB.TYP. �38 SEE DETAIL A �38 8 19 31 30 21 22 21 30 T31 18 301 19 SHEET 15 _ 30 31 11 � 30 � � o 22 1O� \\\ � } 1 46 44 42 46 � / Q U SEE NOTE 2 122 5 S Z Q -r cel 8 36 43 12 SEE NOTE 2 3643 20 EXTERIOR + - < 6 EXTERIOR E ERIOR Z W LL cc\ol / N 1 HORIZONTAL CROSS SECTION ^ SEE 41 28 29 36 43 45 37 29 8 41 J Q 12 VIEW AT HINGED PANEL/SIDE LITE AND MULLION 6 1 HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 ^ :E Lo 12 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION KC HORIZONTAL CROSS SECTION W co n ¢_ 12 VIEW AT FIXED TRANSOM co Y O" 1/4"MAX (WOOD INSTALL) 1 1/4"MIN. SHIM THK.TYP. 1/4"MAX. w EMB.TYP.' I` O SHIM THK. 38 SEE DETAIL A 38 1 112" SEE DETAIL A NOTES W w MIN.EMB.— 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 O w F } { SHEET 15 n SHEET 15 o x r w z 1 s )J 2 SPACING FOR ITEM#12 FROM TOP DOWN 00 •" 46 / 20 6,. 8� 0 „ y, ao v o z ` 31 44 42 10 19 25 ,2 -s„,5 -S� 73, a d 3.ASTRAGAL SCREW SPACING FOR ITEM#27 0 S°c(D It w r3 3-� ” ",20,24-;",54-a',59" pN =O� FROM TOPDOWN: z 1--z_ =I z_ 75}"&78-z• w - C7rn z � \ z / / 4.1X BUCK MAY BE UTILIZED AS AN OPTION x O m O _ w j j j AS LONG AS MIN.ANCHOR EMBEDMENT U�Q w 0 36 43 n 5 % /':.'';.. DEPTH,INTO MASONRY,CONCRETE,OR b Z vw U n I r I. 1 29 45 37 29 WOOD,IS MAINTAINED. Z)o� ¢ O 50 2 30 EXTERIOR 5.TAPCON(ITEM#9)ANCHOR SPACING SAME D 0 EXTERIOR SEE NOTE 4 28 41 29 AS WOOD ANCHOR(ITEM#5)SPACING. 0 0 a SEE 41 28 28 41 SEE 9 NOTE 4 NOTE 4 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN a / HORIZONTAL CROSS SECTION / 1 HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. 12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATCH/SIDE JAMB -1 m (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) F1"MIN. W 1"MIN. — 1"MIN — Z w 5 I =Q0 1 1/4" 1A"MAX. 1 1/2" { w m d SEE DETAIL A MIN.EMB. "•. z 1 1/4"MIN.EMB. 0 w w MIN.EMB. —SHIM THK. SHEET 15 8 Oo p u Ln w O z 3 31 t ,'� WooW 20 MIN 1/2"GLASS BITE V4 MAX 9 1 2 3 4 10 19 25 SHIM THK. 1/8"TEMPERED SEE DETAIL A SHEET 15 10 w z� _ ? OPTIONAL MASONRY AND CONCRETE INSTALLATION N o¢ �Z g o�O /jj/// 13/4" } 3/4"AIRSPACE FOR HEADERS AND JAMBS ```%1111ilrrrrrr g w 9 d /!//j%// SEE NOTE 5&6,THIS PAGE �J g F• ��, U) y//X/// .... �� �� ...i.. m¢ 48 2 30 1/8"TEMPERED \ I'P� 12/31/09 scuE 29 INTERIOR /N 7 ....:... _ 3"-1' EXTERIOR _ WBE SEE NOTE, CHK.eY;28 41 , GLAZING DETAIL A / T�T w SY pp S..FREY SCALE:6"=1'-0" % OT�ll�� �+ �• DRAWING NO.: / r , HORIZONTAL CROSS SECTIONt' 12 VIEW AT DOOR LATCH/SIDE JAMB i Ic, �n2•?ti��\ ; JW162009 �i king oro �� (MASONRY AND CONCRETE INSTALL) 7 FEPE Curt CI29579 SHEETI2 OF 16 69 1/2" 39 314" ` SEE DETAIL E SHT.15 (BOTH JAMBS) e 81 314"MAX FRAME HEIGHT(INSWING) 80 1/2"MAX FRAME HEIGHT(OUTSWING) 5" 5"TYP.- -I I I I I m - m 0 p zO o D �O= cnm nrn ' OO b *0 - o �— �z zzz - - - _1 - I` i -4o - Ro ` o m � m m � v J 14"MAX.O.C.TYP. m .-=i m �m �m �� cn m D D_ O m 14"MAX.O.C.TYP. e 5 1/2"— �39 318" 3"TYP. , C cn f SEE DETAIL G m SHT 15 m 95 1/4"(INSWING) a_ 94 1/2"(OUTSWING) 131/2" 3„TYP.--I n Z —I —� J �n _ 5"TYP. z �_ _ �1 m GZ 1 N O' (nr - Z� W 'o zi� rn - :L _I1 o>--i (0 Q2 z m XZ I N 0 ;u O Ili I I co DD - - n . Z _ (1) z O O O 0 U m O 69 3/8" 1 ♦♦♦tttilllll/�/�' 0aa 39 518" cg � =m cn rn rn(i)�� m 7 3/8" =m =m Q �. �m --Im F$' N z a,m inm <nm 5 -I :-7n _ O -i C -i -f - ra®r, SEE DETAIL E F 2a �� o n SHT.15 = m '.tiFFR* O� �����nnttgt`♦ � i y PRODUCT: 6 " CONTOURS STEEL DOOR,WOOD EDGE ` m 6-0x6-8(XX)&5-4x6-8(O/OXO) JELD-WEN, INC. o c N w INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. o m m n B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 I� mm A 12.01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH.541-882-3451 m NO DATE DESCRIPTION BY INSWINGIOUTSWING REVISIONS 14"MAX.O.C.TYP. 0, SEE DETAIL G 5 1/2 SHT 15 39 3/8" C ® to r Dm 81 3/4"MAX FRAME HT.(INSWING) w 0 m 81"MAX.FRAME HT.(OUTSWING) _+y to-D 0 az —� —5"TYP. 5"TYP. 0 az >g_! w M ° m o _ m Z0 0; ' < .�47.Z7 N O z — "O `02 1, c0 Mz �- 0- 81 314"MAX FRAME HT.(INSWING) co z a Zz 81"MAX FRAME HT.(OUTSWING) �o -0 cn co rn x2 51/2--1_I~39 112" 0> c1 c m ® z c z w _ -q SEE DETAIL G { ' a LE 5"TYP.—I SHT.15 5"TYP. 69 3/8" cn\J \�— I ) u� N =i m 1 m 3 -395/811— p u m -r,�- < m cn m 7 318" D 0 D � CD C7 • �— SEE DETAIL E ( I 1 I I SHT 8 J \J 14"MAX.O.C.TYP. SEE DETAIL E wm 95 1/4"MAX FRAME HT,(INSWING) SHT.15 i m 94 1/2"MAX FRAME HT.(OUTSWING) 0)vi ,p m cn m 51/2"—1 ---39112"—,13112" — tn m 7 112"—�-- D m 39 3/4" 'I I—3"TYP. 0 SEE DETAIL G 69 1/2" SHT.15 5"TYP.w m� 5"TYP. 5 I-- "TYPb I` . nal �� II � II� IT'z o o;0 co cnO 0 za ( I 1 1 I 1 -�z y o 32 14"MAX.O.C.TYP. zm m cnrn mcn o c mm xm 0 z -1m �m O mw 2m cnm c'nm m D m SEE DETAIL E0 o y y SHT.15 —I I--3"TYP.= m 2 z o m o n w 39 3/4" x w 691/2„ .....0 I Il1.n1`,` n o - o PRODUCT: m w " m CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN, INC. 6-0x6-8(XX)&5-4x6-8(O/OXO) A No cnN w INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. ° a m m n o B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 n w A 12.01.11 2010 CODE CHANGE JLA BY OUTSWING HORIZONTAL PH.541-882-3451 m NO. DATE DESCRIPTION CROSS SECTIONS REVISIONS SEE DETAIL I i'C-SINK. NOTE / �1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT _ WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. rn TyPP. —SEE DETAIL B \ 2-USE 3116"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. J ¢ �fT' WHEN INSTALLING INTO CONCRETEIMASONRY SUBSTRATE AT SIDELITE SILLS. p 3"TYP. I— DETAIL,-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 114"OR m SCALE:6"=1'-0" 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT �j CC J IS MAINTAINED. z p Q . J1 Q W Y S 00 z w I I w 11 34 39 12 2� Q Q'_ Z o � w m o 47 Lo in M w i – J co Q z O I / o CO �j 1 3 4 I 0 w = 3 1 / g w a DETAIL D LL X LL 23 ASTRAGAL w ¢ x TOP STIKE PLATE 0 ¢ 28 W_w N a g 1 3 4 28 SEE NOTE 0 0 z eo 0 I 5 #2 8 7 0 Q 0 m 3mv H �I �I TYP. DETAIL B DETAIL C 0 o N 0 0 Ij+►Ilj CORNER DETAIL AT HEAD CORNER DETAIL AT SILL 7 7 o q Z (DW MULL T ,/ MULL / w QF j C,0 `\ DETAIL E w X O 0 SEE DETAIL C HINGE DETAIL � Z uw� Z moo– < ¢ 27 o z z o ANCHORING LOCATIONS TRI UNIT _� a 00 a INSWING/OUTSWING UNIT(0X0) 49 DETAIL F SCALE:1/2"=V-0" 27 ASTRAGALBOTTOM ¢> INSERT PLUG(INSWING) ° °o DETAIL G w #8 X 2 112" 38 23 LATCH&DEADBOLT STRIKE 47 0 w WOOD SCREWS PLATES TYP. 27 w 0 o m 27 O OwEEz 2 11 34 39 38 0 00 w 0 C3 o 24 27 �/ wo0w \ / 20 � �N DETAIL F v ASTRAGAL BOTTOM(OUTSWING) N o 4 O N O ````Illll 11 ' 2 NOTE(S): ��` �ES F'No ��i� M¢Z 35 1-ANCHOR SPACING FOR BOTH Q 12131!09 1 4 INSWING&OUTSWING. 4TAT, 0 °ATE:2-SCREW#28 IN DETAIL C,NOT USED IN !_ sca E:AS SHOWN (XX)CONFIGURATION. 0w'c°G.LUBBECKE 1jDETAIL H cNK°v: S.FREY CORNER DETAIL AT TRANSOM MULL � n��U�� DRAWING NO.' �S JW162009 DETAIL I l, ", 8 MULL POST(SILL SIMILAR FBPECen7�/l=1 1don N1.2957 SHEET OF 16 1� + o e e 4 9/16" 4" 5 5/8" 5/8^ 1/8" I 1 318"- I-1 11!16" I I "� o rn > 0� --318„ 'v v [0 ' 7m - �L__ �I f� 112" 1 WOOD JAMB FINGERJOINTED PINE Q Q �`) F-1 11116"-I f ca 0 SCALE:6"=1'-0" COMPRESSION LATCH STILE t- U)r ENDURA INSWING THRESHOLD WEATHERSTRIP �I I�118" a TOP RAIL U J 1/8"(Min) 11 6063 T5 AL AND COMPOSITE VINYL/FOAM FF-^3/8" HINGE STILE z O Q m 3 SCALE:6"=1'-0" SCALE:6"=l'-O" LAMINATED VENEER LUMBER 0_ LL N 00 4 O SCALE: IL LLJ Y ca BUTT HINGE404x12 GA.STEEL 10 17 25 GA.STOM EL SCALE:6"=1'-0" Q Q 3118" I 1 SCALE:6'=l'-O" 16 18 19 p M Q Lb M Y d 1 3/4"— 7/8" 4 518" w 5 5/8" 20 LOCK BLOCK FINGERJOINTED PINE O AFCO OUTSWING THRESHOLD w-Lu w SCALE:6"=1'-0" 34 6063 T5 AL AND COMPOSITE 39 6063AFCOT6 AL AND COMPOSITELITSWING DOOR BOTTOM SWEEP 1 314 -{ 0 x0 v~i SCALE:6"=1'-O" 32 O O N SCALE:6'=T-0" VINYL 33 CORNER PADS O p d f A B SCALE:6"=1'-0" PLASTIC m y z SCALE:6"=1'-0" 0 X cD z o"Tz O IL _j 0 1 314" -I 1 5!8" w x J 0 X_ZON Q 0,6 F zo �o OO Q 00 - 0 v a 0 a ASTRAGAL STRIKE PLATE 1 3/8" O STEEL 2 g>- 13 ASTRAGAL EXTRUDED SECTION A-A SECTION B-B 21 ODL LI PLASTIC SCALE:6"=l'-O" w'm O6063-T5 ALUMINUM SCALE:6"=l'-O" z 0 SCALE:6"=1'-0" ¢Z Z 1132"- [- 3 112"-- 0=O .3125" �0 � I 00 C) ED I- 1,_6„ I 2 112". --I 2 1/8" h" 0 0 w m 40 ASTRAGAL BOLT 35 MULL POST o F-" W QW OCOLD DRAWN STEEL O EDGE GLUED FINGERJOINTED - L o 0 SCALE:6"=1'-O" SCALE:6"=l'-O' d d �w LATCH PLATE STEEL C-4 0¢ 13 " I SIDELITE SEAT 48 0�i❑ I�- 13/16 1 15 SINN,GG UNITS ONLY y r � v O EXTUDED PLASTIC io c%� M SCALE:6„=1,_D.. F. 0 Dnre:12/31/09 } 77 �.:._ SCA EAS SHOWN �I 1/16"-I1- `: 1/2" f 4112" 1 -* . : * = DWG.EG.LUBBECKE I- 2 1/16" , %p T T w CHK.BY: S.FREY , '0T �° P," CE•��; DR WINGNO.: 46 TRANSOM SASH 45 TRANSOM GLAZING CLIP 36 FIXED CORNER TRIM 38 TRANSOM JAMB i�F m,m�BD� CELLULAR PVC O CELLULAR PVC O PLASTIC O FINGERJOINTED PINE �,y�� GN 1C�ti JW162009 SCALE:6"=1'-D" SCALE:6"=1'-D" SCALE:6"=1'-0" SCALE:6"=1'-0" n y'pB""� sNEE116 of 16 Cne FBPE C /AJIkL1;;vL�N,.] M I