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HomeMy WebLinkAboutfront door changed approval5 6 1 8 JELIYWEN® Stee / ENERGY SAVER/CONTOUR 8'-0" WOOD EDGE OPAQUE STEEL OUTSWING IMPACT DOOR UNITS WITH & WITHOUT SIDEUTES GENERAL NOTES 1. THIS PRODUCT /S DES/GNED TO COMPLY WITH THE CURRENT FLORIDA BU/l-DING CODE AND HIGH VELOCITY HURRICANE ZONE "HVHZ" REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCABON DRAW/NGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RAT/NGS. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HVHZ" ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE /MPACT RATED AND DO NOT REQU/RE M/AM/-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR S/DELITES 8. SIDEL/TES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RES/DENT/AL /NSULATED STEEL DOOR (Common to a// frame conditions) COMPONENT CONSTRUCTIONS. Face sheets: 24 ga. (0.020") minimum thickness, Go/vanized Steel A-525 commercial quality - AKDQ per ASTM 620 with average minimum yield strength Fy(ave.)=30,627 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by JELD-WEN, INC. Door Pone/ Construction: The active and inactive panels ore constructed from 24GA. (0.020" min.) golvanized steel. The face sheet tops and bottoms ore bent 90' over the top and bottom rails. The top LVL rail measures 1.67" wide x 1.0" high. The steel bottom rail measures 1.67" wide x 1.21" high. The optional wood bottom rail measures 1.67" wide x 1.25" high. The sides of the face sheet are ro// formed onto the LVL /atch stile and Ponderoso Pine hinge stile which measure 1.67 x 1.0". The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Fixed Ute Const.: The sash is constructed from 24GA. (0.020" min.) go/vanized stee/. The edges of the face sheet ore bent 90' over the polystyrene core and glued to it. The sidelite panels are routed to receive the ODL Lip Ute Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The hite frames are wet glazed on the interior and exterior. Frame Construction: The frames cre constructed from Ponderosa Pine jambs measuring 1.25" wide x 4.563" deep. The door and sidelite head jambs ore mortised and butt joined to the side jambs and attached with (3) 16GA. 2" x 7/16" crown wire staples. The units use a high dam bump face Imperial thresho/d measuring 5.25" deep x 1.75" high or o standard bump face Pemko thresho/d measuring 4.041" deep x 1.0" high. The thresholds ore attached to the frames with (3) 16GA. 2" x 7/16" crown wire staples. SHT # 1 2 3 4 TABLE OF CONTENTS DESCRIPTION GENERAL NOTES AND TYPICAL ELEVATIONS VERTICAL CROSS SECTIONS AND BILL OF MATERIALS HORIZONTAL CROSS SECTIONS HOR/ZONTAL CROSS SECTIONS AND NOTES ANCHOR/NG LOCATIONS AND DETAILS ANCHOR/NG LOCATIONS AND DETAILS GLAZ/NG DETA/LS UNIT COMPONENTS 97.5" MAX. O.A. FRAME HEIGHT 97.5" MAX. O.A. FRAME HEIGHT .875" TYP. I .1 . 625" - 96" MAX. O.A. PANEL HEIGHT .875" TYP. . 625" - 96" MAX. O.A. PANEL HE/GHT C 3 /DopA . 34 22 43 35 - 74.5" MAX. O.A. FRAME WIDTH - - .125" 36.625" MAX. O.A. PANEL WIDTH -36" MAX. O.A. PANEL WIDTHW/ASTRAGAL 11> INACTIVE v 37.75" MAX. O.A. FRAME WIDTH 36" MAX. O.A. PANEL WIDTH 1> 7 TABLE 1: 7 ® 34 35 D 3 ACTIVE V V DOUBLE OUTSWING IMPACT UNIT (XX) VIEWED FROM EXTER/OR 97.5" MAX. O.A. FRAME HE/GHT .75" SINGLE OUTSWING IMPACT UNIT (X) VIEWED FROM EXTERIOR DESIGN PRESSURE RATING-WHERE WATER /NF/LTRAT/ON REQUIREMENT IS NEEDED SINGLE DOOR UNIT (X, OX, XO, OXO) W/WO NON-/MPACT S/DEL/TB DOUBLE DOOR UNIT (XX, 0XX, XXO, 0XXO) W/WO NON-IMPACT S/DEL/TES W/BUMP FACE THRESHOLD +50 psf -60 psf +47 psf -43 psf D 3 96" MAX. O.A. PANEL HE/GHT W/HIGH DAM THRESHOLD +60 psf -60 psf +47 psf -43 psf H 4 .875" TYP. 97.5" MAX. O.A. FRAME HEIGHT V 'li V li, . 625" - 96" MAX. O.A. PANEL HEIGHT .75" TYP. .75" - H 4 - 70.25" MAX. O.A. FRAME WIDTH - . 75" MULL. --*- BAR TYP. .875"36" MAX O.A. -. TYP.PANEL WIDTH I, 3 gg1 4 V 7 /11 . 625" - 22 43 35 34 42 21 3) 107" MAX. O.A. FRAME WIDTH .125" - ·75" MULL. BAR TYP.36.625" MAX. O.A. 36" MAX. O.A.PANEL WIDTH - PANEL WIDTHW/ASTRAGAL I, /NACT/VE FlopA /Th Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2012.05.11 11 :09:36 -04'00' 22 43 35 34 42 21 V ACTIVE « 4 2 + : - - G 4 V V 11, 1> 1 'il /7 .. . 61:4 ..O 0 7 E C E*.3*E S-0. TT i or C Stu: FBPE CERTf#,Ut*293 29578 f noppi 1 rloppi 15.5" MAX. O.A. SIDEL/TE FRAME WIDTH 14" MAX. O.A. PANEL WIDTH 7.125" MAX. O.A. D.LO. W/DTH 79.125" MAX. O.A. D.L.0. HEIGHT S/NGLE OUTSWING IMPACT UNIT (OXO) W/ NON-IMPACT S/DEL/TES V/EWED FROM EXTER/OR 15.5" MAX. O.A. SIDEUTE FRAME WIDTH 14" MAX. O.A. PANEL WIDTH 7.125" MAX O.A. D.L.0. WIDTH 79.125 MAX. O.A. D.L.0. HE/GHT DOUBLE OUTSWING IMPACT UN/T (0XXO) W/ NON-IMPACT S/DEUTES V/EWED FROM EXTER/OR Prepared By: BU/LD/NG DROPS, /NC. Phone: 407-644-6957 Fax: 407-644-2366 b D 8 a- a --1 23* LU LU LL LUM 21 12 1 05 * CL CD: 83 ZOE k I mi E00 0 D ><05 0 R h -JO 0 til -1 32 4902 LUZ 0 0 00-Z 8534 0 06 D 00 Lue Z Eat=Lt_11-k 00- 012 k-= &5 LOW 00 EE 28 Lu LU 2R 0 0 00 = 1 - Lu It! E b m 22 LLI 5 04 zd km> CR cn DATE:11-15-01 SCALE:N.LS. DWG. BY:WLN CHK. BY: RW DRAWING NO.: S-2108-01 0 CD 0 U) Z 5 0 ELI 26 Di 05 dE 00 Of 22 \\ Lo L.n 2 Se25 00 0-0 SHEET 1 oF 8 0.25" MAX. SH/M 97.5" MAX. O.A. FRAME HEIGHT 1.25" M/N. EMB. 1.25" M/N. EMB. CONCRETE,/ MASONRY 51 #10 WOOD SCREWS 1.50"BY OTHERS M/N. EMB. ·'AZA SEE NOTE 2. ... ,LD' SHEET 1 - YE> 1 S=844 SEE DETAIL 7 ON SHEET 5 1.75" M/N PANEL THK INTERIOR ->EXTERIOR 17 12 9 . . 41. .'. S .." 4i»»1.75"2.5" M/N. M/N.EDGE DIST. /Ah VERT/CAL CROSS SECT/ON UY WITH HIGH DAM THRESHOLD 3/16" /TW-(161 TAPCON\« *?S«xxhwl 96.0" MAX. O.A. PANEL HEIGHT .625" CONCRETE/ MASONRY BY OTHERS N\\.. .625" - 2.5" M/N. \CONCRETE/ EDGE DIST.L MASONRY BY OTHERS /41\ VERT/CAL CROSS SECT/ON UY WITH STANDARD BUMP FACE THRESHOLD 0.25" MAX. SH/M 97.5" MAX. O.A. FRAME HEIGHT ! 1.25" M/N. EMB. 1.50" M/N. EMB. CONCRETE/ MASONRY BY OTHERS 51 #10 WOOD SCREWS . C-)SEE NOTE 2.19) SHEET 1 / r-» +444) ' .. IJ . SEE DETAIL 7 - 2- ·-- ON SHEET 5 SEE NOTE 6 ON 29 SHT. 4 32 31 SEE NOTE 3 ON SHL 4 1.75" MIN. PANEL THK. '· f P<36 17 SEE NOTE 2 ONSHT. 4 »@) 0.125" M/N. -*-- GLASS THK. /NTER/OR FOR OPTIONAL 1/2" & 1" I.G.- SEE SHEET #7 SEE NOTE 2 ON 23SHL 4 SEE NOTE 6 ON SHL 4 3/16"/TW TAPCON SEE DETNL 7 ON SHEET 5 - 29 16 -EXTERIOR 3» Abs«XV _|1.75"2.5" M/N. MIN.EDGE D/SL CA VERTICAL CROSS SECT/ON UY AT S/DEL/TE SASH 36 17 32 SEE NOIE 3 ON SHL 4 31 * CONCRETE/ MASONRY BY OTHERS 96.0" MAX. O.A. PANEL HEIGHT ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 'El 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 DESCRIPTION DOOR STEEL FACE SHEET 24GA. (0.020"M/N.) FRAME HEAD (F/NGER JO/NTED PONDEROSA PINE) FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) 4" x 4" BUTT HINGE 12qa. (BY HAGER) #9 X 1" PFH WOOD SCREW (HINGE TO DOOR) DOOR LATCH ST/LE OUTSW/NG PEMKO BUMP FACE THRESHOLD 4.041 x 1" WOOD DOOR BOTTOM RA/L COMPRESSION WEATHERSTRIP DOOR TOP RA/L STEEL DOOR BOTTOM RAIL DOOR HINGE ST/LE #10 x 1 3/4' PFH WOOD SCREW LOCK BLOCK 3/16" /TW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. EXPANDED POLYSTYRENE (1.0 to 1.25 lb./cf DENSITY) BY JELD-WEN HIGH DAM BUMP THRESHOLD (BY /MPER/AO 2x WOOD SUB BUCK SH/M (0.25" MAX. THK. HIGH DENSITY PLAST/C OR GREATER) KW/KSET 400 SERIES KNOB KW/KSET 700 SER/ES DEADBOLT (NOT SHOWN) #8 x 1 1/2" PLASCREW (ODL LITE FRAME) #8 x 2" PFH WOOD SCREW #8 x 2 1/2" PFH WOOD SCREW #10 x 1" PFH WOOD SCREW #10 x 2" PFH WOOD SCREW MULL/ON CAP S/L/CONE CAULK (CR LAWRENCE 33 C) GlAZ/NG COMPOUND (QSD BY ODO BRAD TR/M NA/L 16GA. x 3/4" LONG 3/8" QUARTER ROUND S/DEL/TE STOP CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL SCHLAGE KNOB SET #F51 SCHLAGE DEADBOLT #8360 (NOT SHOWN) S/DEL/TE STEEL FACE SHEET 24GA. (0.020" MIN. STEEL) 1/8" TEMPERED GLASS (BY PPG) ODL UTE FRAME SG (HP POLYPROP. THERMOFIL-P6-3OFM0391) PRESSURE TREATED MULLION BAR (3/4" x 4 9/16 x 97 1/27 ALUMINUM EXTRUDED ASTRAGAL (BY /MPER/AL) AS1RAGAL STR/KE PLATE (BY /MPERIAL) YALE KNOB HERITAGE SER/ES YALE DEADBOLT HERITAGE SERIES (NOT SHOWN) S/DEUTE FRAME HEAD, SILL AND JAMBS (F/NGER JOINTED PONDEROSA P/NE) UTE FRAME BY TRINITY FOR 1/2" I.G.U. 1/2" INSULATED TEMPERED GLASS (BY TRIN/TY/AMPAC) UTE FRAME BY TRINITY FOR 1 ' GLASS 1 " /NSULATED TEMPERED GLASS (BY TRINITY/AMPAC) UTE FRAME SCREW #6 x 1 1/2" LONG PANHEAD (BY TRINITY) GLAZ/NG COMPOUND DOW 1199 #10 WOOD INSTALLATION SCREW W/ 1.50" M/N. EMBEDMENT DOOR LATCH STRIKE PLATE DOOR LATCH DEAD BOLT STRIKE PLATE >49-5 F. 04" -·. 7 .-.. ,e % - E*.3*E i-0. TT i or C Stu: FBPE CERTf#,Ut*293 29578 MATERIAL STEEL WOOD WOOD WOOD STEEL STFFI LVL ALUMINUM WOOD FOAM LVL STEEL WOOD STEEL LVL STEEL FOAM ALUMINUM WOOD STEEL STEEL STEEL STEEL STEEL STEEL STEEL WOOD S/L/CONE S/L/CONE STEEL WOOD MDF STEEL STEEL STEEL GLASS POLYPROP. P.T. WOOD ALUMINUM STEEL STEEL STEEL WOOD POLYPROP. GLASS POLYPROP. GLASS STEEL S/L/CONE STEEL STEEL STEEL Prepared By: BU/LD/NG DROPS, /NC. Phone: 407-644-6957 Fax: 407-644-2366 b D 8 a- a --1 23* LU LU LL LUM 21 12 1 OD * CL CD: 83 ZOE k I mi E00 0 D ><05 0 R h -JO 0 til -1 32 4902 LUZ 0 0 00-Z 8534 0 06 D 00 Lue Z Eat=Lt_11-k 00- 012 k-= &5 CNN SS SS 00 L.0* & - 1-U It! =i .C b 03 22 LLI 5 DATE:11-15-01 SCALE:N.LS. 00 EE 28 00 C\1 C\1 Lu LU G E = 1 2P 0Q 00 = 1 DWG. BY:WLN CHK. BY: RW 0 0 Zcr) 0a Ons LULU Cr)= 8 LL e0 0 -1 U =! 0 ¤0 Or Z hz> QSR DRAWING NO.: S-2108-01 0 U) Z 5 0 LU *Dicx dE a e @@ 00 C\1 * SHEET 2 OF 8 4 4 4 SEE NOTE 2 19 20 4 52 7 1 15SHEET 1 SEE NOTE 4 ON SHL 4 CONCRETE/ MASONRY BY OTHERS 4 4 4 4 4 4 4, 25 1.50" M/N. EMBED. ---- --- 1.75" MIN PANEL THK 0.25" MAX. SH/M /NACT/VE 21 42 34 EXTER/OR 1 1 r 1 C J 1 1 ( INTERIOR ) 10 SEE DETAIL 5 ON SHEET 5 17 1 17 /Ch HORIZONTAL CROSS SECT/ON UY LATCH JAMB TO BUCK SEE NOTE 1 ON SHL 4 26 1 7 40 52 7 1 15 21 42 34 2 2 EXTER/OR ) ACTIVE f 1 \ J \ C J 1 1 INTERIOR )10«« SEE NOTE 4 1 ON TH/S ON SHT. 4 -SHEET /Th HORIZONTAL CROSS SECT/ON UY AT IMPERIAL ASTRAGAL 1 17 EXTERIOR INTERIOR 17 1 4 1.75" M/N. PANEL THK. 13 6 SEE NOTE 2@ 6 @@ 19 SHEET 1 /-\ SEE NOTE 73 ON SHL 4 4 4 . 4. - .1ill!. 1 (* €t <"/ SEE DEIA/L 5 - /lili ON SHEET 5 /*\ HORIZONTAL CROSS SECT/ON UY H/NGE JAMB TO BUCK 40 EXTERIOR CAB=*0 SEE NOTE -1 1 SHT. 4 \-3/ INTERIOR 0.25" MAX. SH/M - - - 1.50" M/N. EMBED. -- WEW FOR CLA/jIIrillitill#,I'.©: Bes _: 04 ' «r ..... I. . t..... b 4 45 . 4· b ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31" DIA x 9.0" LG. AT TOP & BOTFOM J«/ DETAIL 1 ASTRAGAL TO ST/LE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS 10 ,e % - E*.3*E S-0. TT i or C Stu: FBPE CERTf#,Ut*293 29578 Prepared By: BU/LD/NG DROPS, /NC. Phone: 407-644-6957 Fax: 407-644-2366 CONCRETE/ MASONRY BY OTHERS b D 8 a- CD: 83 ZOE k I mi E00 0 D ><05 0 R h -JO 0 til -1 32 4902 LUZ 0 0 00-Z 8534 0 06 D 00 Lue Z Eat=Lt_11-k 00- 012 k-= 00 EE 08 00 C\I c\1 Lu Lu 22 2/ G 63 = na 22 ¤a 00 = 1 a --1 23* LU LU LL LUM 21 12 1 05 * CL &5 \\ 38 00 L.0 4 3 rr) 1-u It! E ./ b 03 22 LLI 5 DATE:11-15-01 SCALE:N.LS. DWG. BY:WLN CHK. BY: RW DRAWING NO.: S-2108-01 0 0 tz> 0 U) Z 5 A oi o: 4 2 0 QC *40 00 C\1 -0 SHEET 3 oF 8 01(/)0Z 1.-0 ZL-1 00 Z SEE NOTE 4 37 24 44 28 31 4ON SHL 4 SEE NOTE 3 ON SHT. 4 32 31 1®iii FOR OPTIONAL 1/2 " & 1" /.G. (j* SEE SHEET #7 - SEENOR-6 29' 1! ON SHL 4 111 0.75" 21 42 34 EXTERIOR 1 1 C J 11 1 / INTERIOR ) 39 25 SEE NOTE 5 ®17ON SHL 4 SEE DETA/L 5 ON SHEET 5 /Th HOR/ZONTAL CROSS SECT/ON UY AT S/DEL/TE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM #26 THE #10 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP; 1.0", 2.5", 4.0", 5.5", 13.0", 18.0" & 26.0: 2. SPACING FOR ITEM #23 THE #8 x 1 1/2" PLASCREW IS AS FOLLOWS: TOP & BOTTOM, HORIZONTALLY, SIDEL/TE PANEL; 3.0" /N FROM EACH CORNER. ON THE SIDES. VERTICALLY, FOR THE S/DELITE PANELS; 3.0'I 13.5", 24.5", 36.0", 46.0, 57.5'I 68.5" & 79.0". 3. SPACING FOR ITEM #31 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE S/DEUTE AND THE MULL/ON CAP TO THE MULL/ON BAR VERTICALLY, /S AS FOLLOWS: TOP & BOTTOM HORIZONTALLY; 1.25" /N FROM EACH CORNER WITH (1) NAIL M/D-SPAN. ON THE SIDES VERTICALLY; 1.25" FROM EACH END & S/X MORE EQUALLY SPACED ON THE HELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A #8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #24, A #8 x 2" PFH WOOD SCREW. 5. SPACING FOR ITEM #25 THE #8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULUON, /S AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON THE F/ELD, 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM #29 SIL/CONE CAULK ON THREE S/DES AND 3/8" QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 3/4" LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #27, A #10 x 2" PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #14, A #10 x 1 3/4" PFH WOOD SCREW. 8. SPACING FOR ITEM #49 THE #6 x 1 1/2" PANHEAD SCREW (TRINITY UTEFRAMO IS AS FOLLOWS: S/DEL/TE UTEFRAME FROM THE TOP DOWN VERTICALLY; 5.63", 14.5", 23.25", 32.06 ", 41 ", 49.75'I 58.56'I 67.38" & 76.31". S/DEUTE UTEFRAME TOP & BOTTOM, FROM THE LEFT; 3.13" & 6.887 9. USE ITEM #51 WHEN /NSTALL/NG /NTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM #25 WHEN INSTALLING INTO MULL/ONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT S/DEUTE SILLS. CONCRETE/ MASONRY BY OTHERS 4 8 2 EXTERIOR /NIER/OR 1 17 1.75" MIN. PANEL THK. 13 6 5 6 3 28 31 44 14 SEE NOTE 5 2/»ON SHT. 4 - SEE DETAIL 5 _j' ON SHEET 5 / *f /A HOR/ZONTAL CROSS SECT/ON U«/ AT SIDEUTE TO HINGE JAMB 51 #10 WOOD SCREWS c-™ SEE NOTE 2 4 4. 41 4 4 5 4 4 4 4 4 1.50" M/N. EMBED. - ©SEE NOTE 3ON SHL 4 32 SEE NOTE 2/3\ ON SHT. 4\-/ 29 SEE NOTE 6 ON SHL 4 0.25" MAX. SH/M SEE DETAIL 5 ON SHEET 5 SEE NOTE 7 ON SHL 4 .1-2- .4 0.75" 0.13" M/N.FOR OPTIONAL GLASS THK.1/2"& 1" I.G.1/SEE SHEET #7 EXTER/OR { INTERIOR SEE NOTE 2 23 ON SHL 4 29 SEE NOTE 6 ON SHL 4 /'Rht HORIZONTAL CROSS SECT/ON \»*Illsip#*i5 TO BUCK :.% 2 = 3 . 7 \ 5 E*.3*E S-0. TT i or C Stu: FBPE CERTf#,Ut*293 29578 FOR OPTIONAL 1/2 " & 1" I.G. SEE SHEET #7 Prepared By: BU/LD/NG DROPS, /NC. Phone: 407-644-6957 Fax: 407-644-2366 b D 8 a- a --1 23* LU LU LL LUM 21 12 1 05 * CL CD: 83 ZOE k I mi E00 0 D ><05 0 R h -JO 0 til -1 32 4902 LUZ 0 0 00-Z 8534 0 06 D 00 Lue Z Eat=Lt_11-k 00- 012 k-= % \\ 38 00 LOW 00 2 EP 23 00 C\1 C\1 Lu Lu 22 2/ G B = na 22 ¤0 00 = 1 3 LU 1:t! = 2 ./ b 03 22 LLI 5 Z 0 % 00 CC Z 0 UZ Z 0 ZE DATE:11-15-01 SCALE:N.LS. DWG. BY:WLN CHK. BY: RW DRAWING NO.: S-2108-01 b.1 SE 0 CD k=> 0 U) Z 5 26 Di 4 25 a QC **0 00 N -0 SHEET 4 oF 8 97.50" MAX. O.A. FRAME HE/GHT 25 m 6.00" TYP. 6 SPACES @ 14.25 6.00 '. Typi 1 1 - =j) TYP. - 74.50" MAX. O.A. FRAME W/DTH 6.00" - TYP. \0 C / DETAIL 2-@ HEAD JAMB ASTRAGAL STRIKE PLATE i tim 36.63" 4 ill 12.00"1 . 1/1/ SEE DETAIL 2 - ON THIS SHL I . 1, I L/ 9.00" TYP. -6.00" TYP. 1I 12.50" i -3.00" IYP.1 + TYP. ' 1 lll 16 TYP. 51 TYP. SEE DETAL 5 ON THIS SHL 11] _.ir.1 1-3.00" TYP. I1-7.00" TYP. 1 SEE DETAIL 3 ON THIS SHL 12.13" r I ' TYP. DOUBLE DOOR WITHOUT S/DEL/TES ANCHOR LOCATIONS WEWED FROM INTER/OR 41 41 16 0O / \ DETA/L 3-@ THRESHOLD ASTRAGAL STRIKE PLATE ( 25.94" 24.00" 26.00" 33 33 SEE DETAL 4 ON THIS SHL SEE NOTE 14 27 7 SHEET 4 6 6«2 / DETAIL 4 HINGES TO JAMB & DOOR 68 97.50" MAX. O.A. FRAME HE/GHT p 6.00" TYP 6 SPACES @ 14.25" f© 1 1 , 3-F 12.00 1__11 ' I. 4.50" TYP.- 3.00" TYP- 3.00" TYPV V- SEE DETA/L 6 ON TH/S SHL 36.625" 3.00" TYP-1 |-- 3.00" TY * 1 1 't - 70.25" MAX. O.A. FRAME WIDTH - 6.58" -1 Fpr -1 1 ill -111 Y- I J Typ. - SEE NOTE 5 ON SHEET 4 - - _/ INP. - 11 1 -3.00. TYP. 4.00" TYP. DETAIL 6 STRIKE PLATES TO JAMB 16 TYP. - - - 1 11 11-4 1 -1 n. 9.00" TYP. -6.00" TYP. -3.00" TYP. I SINGLE DOOR WITH S/DEL/TES ANCHOR LOCATIONS WEWED FROM INTER/OR f© 12" 1 12" 52 DETA/L 5 SIR/KE PLATES TO ASTRAGAL 24 25 SEE NOTE 4 SHEET 4 2 + : - - 24.00" 26.00" E*.3*E S-0. TT i or C Stu: FBPE CERTf#,Ut*293 29578 8.125" 25.94" 68 SEE DETAIL 4 ON THIS SHL . 15" M/N.01/- L) --C-SINK J SEE NOTE 10 / ON SHEET 4 -- DETAIL 7 NTERSINK FOR INSTALLATION ANCHORSSSF., Of '4 ..O S Prepared By: BU/LD/NG DROPS, /NC. Phone: 407-644-6957 Fax: 407-644-2366 b D 8 a- a --1 23* LU LU LL LUM 21 12 1 05 * CL CD: 83 ZOE k I mi E00 0 D ><05 0 R h -JO 0 til -1 32 4902 LUZ 0 0 00-Z 8534 0 06 D 00 Lue Z Eat=Lt_11-k 00- 012 k-= &5 C\1 SS 00 LO * 00 EE 23 00 C\, C\1 Lu Lu 22 25 2P 00 == LU 15! b 03 22 LLI 5 DATE:11-15-01 SCALE:N.LS. DWG. BY:WLN CHK. BY: RW DRAWING NO.: S-2108-01 0 CD Z 8$ U LU CD 01 ZC 0 Z k=> 0 U) Z 5 I O CLI 4 25 m Q= 82 \\ 101.0 VE 58 C\1 -0 SHEET 5 oF 8 97.50" MAX. O.A. FRAME HE/GHI .m m m m * 4.50" TYP.- 3.00" TY'l= 6.00" TYP. 1 6 SPACES @ 14.25" 3.00" »-1 1-3.00" 175-| 107.00" MAX. O.A. FRAME W/DTH - 00" TYP. 00. -UP- 1 <L' 1 1 lil i i I 51 TYP. 25 -ET 12.00"I . 36.625" C3.00" TYP- 7.00" TYP- C 15.42" TYP. Ill t- \ 16 TYP. 51 TYP. SEE DETAIL 2 ON SHEET 5 31-1 1 ill SEE NOTE 5 - ON SHEET 4 - SEE DETAIL 5 ON SHEET 5 15.42"TYP. -6.00"TYP. -3.00" TYP. p 1 - - (25 lI -1 I i - SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR W/TH S/DEUTES ANCHOR LOCATIONS WEWED FROM INTERIOR - L 8.125" 25.94" 24.00" 26.00" * 1 1 -3.00" TYP. -7.00. TYP. 1,#, GB 37.75" MAX. O.A. FRAME W/DTH SEE DETAIL 4 ON SHEET 5 6.00'; 1 »1 6.00" TYP. ' 6.00" TYP. 6 SPACES @ 14.25" 97.50" . MAX. O.A. -C FRAME *' IHEIGHT 12.00" t · \ 36.625" 1 SPACES @ 12.21" SEE DETA/L 6 f/-- ON SHEET 5 lili - TYP. 11 - TYP. -< 1 1 _-f·001--8.58"_ TYP.INP. - 26.00" 0 S/NGLE DOOR WITHOUT S/DEL/TES ANCHOR LOCAT/ONS V/EWED FROM /NTER/OR ,e % - E*.3*E S-0. TT i or C Stu: FBPE CERTf#,Ut*293 29578 - 1 8.125" 25.94" 24.00" >)1:Be:..:-'. O,4/ -·. 7 .-.. 68 33 SEE DETAIL 4 ON SHEET 5 Prepared By: BU/LD/NG DROPS, /NC. Phone: 407-644-6957 Fax: 407-644-2366 b D 8 a- a --1 23* LU LU LL LUM 21 12 1 05 * CL CD: 83 ZOE k I mi E00 0 D ><05 0 R h -JO 0 til -1 32 4902 LUZ 0 0 00-Z 8534 0 06 D 00 Lue Z Eat=Lt_11-k 00- 012 k-= 2 @ *% C\1 1\ \: 85 L.0 0C 2Z R2 LULL, GE == E E b m 22 LLI 5 E E @ Z 0 Rl 0 =! 8 1-LI 00 0< 6 Z .C DATE:11-15-01 SCALE:N.LS. DWG. BY:WLN CHK. BY: RW DRAWING NO.: S-2108-01 0 U) Z> c 2 cr Q= 1- - E@ 3 14 EE C C 22 i- i4_U 5 5 4 \\CD C- 1« rr SHEET 6 oF 8 E EXTERIOR /NTER/OR EXTERIOR INTERIOR 50 30 50 30 38 23 ® 5 SEE NOTE 2 ON SHL 4 30 GLASS BITE 50 37 0.13" MIN. TEMP. GLASS THICKNESS GLAZ/NG DETAIL ODL LIm FRAME S/NGLE PANE 1/8" TEMPERED GLASS HP POLYPROPYLENE THERMOF/L-P6-30FM0391 ® TYP. 8PLCS. * 48 1.00" MIN. | GLASS THK. 0.75" NR SPACE .lin:. \ }IMI:}.*MA \ 1 1 .75" x .50" INTERCEPT .„ GLASS STEEL SPACER / 1 \-0-B\TE 681 (591 491 SEE NOTE 8 50- --ON SHT. 4 - GLAZING DETAIL TRINITY LIm FRAME(47) - 1 " INSULATED TEMPERED GLASS LUPOY EU-5007 11 0.125" TEMP. GLASS 0.125" TEMP. GLASS EXTERIOR INTERIOR 0.50" M/N. GLASS IHK. 1 1 r.GLASS 1- 3-BITE /-1 /-\ SEE NOTE 8 50 (45)[49)50- - ON SHT. 4 - GLAZING DETAIL TRINITY UTE FRAME145) - 1/2" INSULATED TEMPERED GLASS LUPOY EU-5007 0.125" TEMP. GLASS 25" x .50" INTERCEPT STEEL SPACER 0.125" TEMP. GLASS 0.25" A/R SPACE >)1:Be:..:-'. O,4/ -·. 7 .-.. ,e % - E*.3*E S-0. TT i or C Stu: FBPE CERTf#,Ut*293 29578 Prepared By: BU/LD/NG DROPS, /NC. Phone: 407-644-6957 Fax: 407-644-2366 b D 8 a- a --1 23* LU LU LL LUM 21 12 1 OD * CL CD: 83 ZOE k I mi E00 0 D ><05 0 R h -JO 0 til -1 32 4902 LUZ 0 0 00-Z 8534 0 06 D 00 Lue Z Eat=Lt_11-k 00- 012 k-= % 00 22 2 3 Lu Lu 22 23 G 63 22 00 00 = 1 SS 00 L.0* b 03 22 LLI 5 1.1-1 2= E CD CD DATE:11-15-01 00 - 5 CE E 0 0 k ZE> Ck Rm SCALE:N.LS. DWG. BY:WLN CHK. BY: RW DRAWING NO.: S-2108-01 0 U) Z5 0 ELI 5 Dicx dE a OS \\ lo U-) 122 \\2 58 C\1 -0 SHEET 7 oF 8 - 1.67" - il//;Illl' \29*Stlfif: 1 WOOD BOTTOM RAIL 1.67" -- _LIL 1.21" - 1.67" - 1.67" -21 - 1.65" 1_1_ 0.831 7 - DOOR BOTTOM RA/L (12 1L,/ 24GA (.020") STEEL STEEL BOTTOM RA/L® CORNER BLOCK FOR MDF x 3.0" LONG -- 1.25" C 1 0 0 1.00" l WOOD HINGE ST/LE LVL LATCH ST/LE 1.50" - 11 11 0.62" 1.75"G ASTRAGAL HAS TWO .312" D/A. x 9" LONG BOLTS; 1 ON TOP, 1 ON BOTTOM -| 1.02" |- ASTRAGAL (IMPER/AL)6063-T6 ALUM/NUM 2.50" /\ ASTRAGAL SIR/KE PLATE [ 41 )- (IMPERIAL 0.125" STEEL) 0.53" 0.38" _L 0.53" } 4 1 0.50" - - 0.14" COMPRESSION WEATHERSRT/PSCHLEGEL Q-LON QDS 650 1.00"1.00" 1 1 LVL TOP RAIL -11-0.51" 4- 1.75" -| 2.52" 1.54" 4.56" - 2.19" -1 -L 16 ill'!jill i\ if///// /i s)\ 055 WOOD JAMB >-< >-<< F/NGER JO/NTED 444) PONDEROSA PINE -11.01" 1- 1 1 1.54"1.59" TRINITY PLASTIC UTE KIT MATERIAL APPROVED UNDER NOA #07-0828.01 1.75" -| 2.52" 5}\1,/2" I.G. TRIN/TY LITE FRAME /47\1 " I.G. TRINITY UTE FRAME POD(PROP.POLYPROP. 1.75" LY 1//31- 3.25" ,' 2.00" - 5.25" - OUTSWING HIGH DAM BUMP FACE THRESHOLD 5) 0.051. THK. WALL ALUM/NUM - BY IMPERIAL WITH WOOD INSERT 18" DIA. VARIES WITH»HARDWARE USED» WOOD LOCK BLOCKLVL x 1.71" THK. 4.00" t 1.05" f 1.71" TRINITY PLASTIC UTE KIT MATERIAL APPROVED UNDER NOA #07-0828.01 -2-8 „ 0.38'L-1 1-T 3/8" QUARTER ROUND S/DELITE STOP PINE -1.38" - Y//////4 525 -f MULLION CAPPINE (97.50" LONG) -1-0 2.04" 0.10"-11- 0.13" / ////////A |-1.75" -| 2.62" , /*1/8" S.G. ODL UTE FRAME POLYPROP. ODL PLASTIC UTE KIT MATER/AL APPROVED UNDER NOA #10-1209.01 0 0 0 0 4.00" HAGER STEEL BUTT H/NGE 4" x 4" x .097" THK. STEEL 10 \\:0\\\ 4.04" - OUTSWING STANDARD BUMP FACE THRESHOLD C 8 ) av*,bttf 'AL44/NUM - BY PEMKO-'6*50 01%4 ...... .:€p:. .. 0 S: 7 '- + Prepared By: E*.3*E S-0. TT i or C Stu: FBPE CERTf#,Ut*293 29578 BU/LD/NG DROPS, /NC. Phone: 407-644-6957 Fax: 407-644-2366 b D 8 a- a --1 23* LU LU LL LUM 21 12 1 OD * CL CD: 83 ZOE k I mi E00 0 D ><05 0 R h -JO 0 til -1 32 4902 LUZ 0 0 00-Z 8534 0 06 D 00 Lue Z Eat=Lt_11-k 00- 012 k-= 00 2 EP 2 8 00 C\Ic\1 Lu LU 22 00 == 53 00 L.0* 00 b 03 22 LLI 5 1-U It! DATE:11-15-01 SCALE:N.LS. DWG. BY:WLN CHK. BY: RW DRAWING NO.: S-2108-01 Z LU 8 01 LU 0 0 0 U) Z5 . O[LI = Di (r d 2 @8 \\ LO LD VE 58 CN -0 SHEET 8 oF 8