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HomeMy WebLinkAbout2020-07-29_070619 installation sheet 2 of 2i 8.50" FROM CORNER TYP EXTERIOR 2.5" MIN. EDGE DISTANCE 4.00" ADDITIONAL BOLT IN LIEU OF f BASE PLATE FOR EXISTING tCONSTRUCTION ONLY �� (SEE NOTE BELOW DETAIL "W") DETAIL W AX. FROM 46R TYP 100.00" MAX. UNIT WIDTH 4.00" MAX. FROM UNIT WIDTH 4.00" A CORNER TYP I FROM CORNER TWO (2) 3/16" ITW TAPCONS COR „� — FROM CORNER 18.00" J MAX. NOTE: JAMB CORNER BASE PLATE IS 00" O.C. ONLY USED FOR NEW CONSTRUCTION AXAX. GY C ate. AND IS NOT P655IBLE FOR EXISTING . CONSTRUCTION. IN LIEU OF BASE PLATE CGHT MINIMUM CONCRETE AT SILL AND SAMB:TWL57-IN 3000 PSI. FOR USE WITH 3/6" X 5" ANCHORS ADD ONE (1) ADDITIONAL 3/8" PREPARED PIPE ANCHORS TACK WELDED INTO PLACE DYNABOLT SLEEVE ANCHOR INTO r4o�l SILL MASONRY OR 3/8" LAG BOLT INTO WOOD SILL #12 WOOD SCREW INSTALLATION SUBSTRATE ON JAMBS FOR EXISTING CY 22.50" CONSTRUCTION. 9 48.00" MAX. WELDED -ON 5 MAX. BASE ANCHOR 2.25" MIN. A UNIT O FIVE (5) 3/8" bYNABOLT SLEEVE U DETAIL W HE HEIGHT ANCHORS OR FIVE (5) 3/16" WIRE C ANCHORS PER JAMB DOUBLE DOOR ANCHOR SPACING FOR MASONRY SUBSTRATE SINGLE DOOR SIMILAR JAMB CORNER BASE PLATE i 8.50" FROM CORNER TYP EXTERIOR 2.5" MIN. EDGE DISTANCE 4.00" ADDITIONAL BOLT IN LIEU OF f BASE PLATE FOR EXISTING tCONSTRUCTION ONLY �� (SEE NOTE BELOW DETAIL "W") DETAIL W AX. FROM 46R TYP m UNIT WIDTH `� Zt.v 12" 12" MAXAX I FROM CORNER Q „� — FROM CORNER 18.00" J MAX. LIJ tl V 1- 00" O.C. W -3 AXAX. GY C ate. H . SIX (6) 3/8" LAG BOLT CGHT MINIMUM CONCRETE AT SILL AND SAMB:TWL57-IN 3000 PSI. FOR USE WITH 3/6" X 5" ANCHORS PER JAMB PREPARED PIPE ANCHORS TACK WELDED INTO PLACE DOUBLE DOOR ANCHOR SPACING r4o�l SILL FOR WOOD SUBSTRATE SILL #12 WOOD SCREW INSTALLATION (SINGLE DOOR SIMILAR) CY ANCHOR WI 11/4" MIN. EMBEDMENT ANCHOR W/ 11/2" MIN, EMBEDMENT Q 8,00" FROM CORNER TYP ADDITIONAL BOLT IN LIEU OF 4.00" BASE PLATE FOR EXISTING CONSTRUCTION ONLY �l. (SEE NOTE BELOW DETAIL "W"7 ( 1 4J DETAIL W��` 155 REPUBLIC DRIVE MCKENZIE, TN 36201 PH, fY m C} `� Zt.v 12" 12" MAXAX I FROM CORNER Q „� — FROM CORNER O, J © U LIJ tl V 1- 06 w m z H m N q W -3 Lli � GY C ate. H LU,�mym6 Fw- 4 d 1/4" ITW TAPCON INSTALLATION ANCHOR W/ 1114" MIN. EMBEDMENT VINYL BULB (PEMKO 588) PEMKO 2001 THRESHOLD INTERIOR 3000 PSI MIN. — 4 CONCRETE THRESHOLD DETAIL (SILL) 6.00" MAX. 12" MAX. 6.00" MAX. 12" 12" MAXAX I FROM CORNER {` '� O.C. TYP. „� — FROM CORNER O, C7 PREPARED OPENING CHANNELANCHOR a MINIMUM CONCRETE AT SILL AND SAMB:TWL57-IN 3000 PSI. FOR USE WITH 3/6" X 5" .STRENGTH PREPARED PIPE ANCHORS TACK WELDED INTO PLACE r4o�l SILL 3/4" ITW TAPCON INSTALLATION SILL #12 WOOD SCREW INSTALLATION CY ANCHOR WI 11/4" MIN. EMBEDMENT ANCHOR W/ 11/2" MIN, EMBEDMENT Q 1/4" ITW TAPCON INSTALLATION ANCHOR W/ 1114" MIN. EMBEDMENT VINYL BULB (PEMKO 588) PEMKO 2001 THRESHOLD INTERIOR 3000 PSI MIN. — 4 CONCRETE THRESHOLD DETAIL (SILL) FV = 9860 PSI MIN, 2000 PSI GROUT FILLED (SEE 1.50„ 3/16" DIA. WIRE (STEEL ASTM A653) INSTALLATION NOTE 9, SHEET 1) & STEEL MIN. 2000 PSI GROUT FILLED (SEE x 8-3/4"LONG WIRE MASONRY ANCHOR REINFORCING BAR AS REQUIRED BY CODE INSTALLATION NOTE 9, 5HEET 1) & STEEL T125" MIN. APPLICATION MINIMUM CONCRETE REINFORCING BAR AS REQUIRED BY CODE EMBEDMENT STRENGTH AT SILL AND JAMB: 2700 PSI. _ (FOR NEW CONSTRUCTION ONLY) ANCHOR OPTIONS WIRE ANCHOR LENGTH 8.75" " MIN. 2000 PSI GROUT FILLED (SEE INSTALLATION NOTE 9, SHEET 1)& STEEL REINFORCING BAR AS REQUIRED 8Y CODE O [Y cn Z � Z r7 Y 2 100 C7 PREPARED OPENING CHANNELANCHOR a MINIMUM CONCRETE AT SILL AND SAMB:TWL57-IN 3000 PSI. FOR USE WITH 3/6" X 5" .STRENGTH PREPARED PIPE ANCHORS TACK WELDED INTO PLACE r4o�l DYNA SLEEVE BY REDHEAD/ITW FOR USE WITH 3/8" X 5"DYNA SLEEVE BY REDHEAD/ITW FV = 9860 PSI MIN, 2000 PSI GROUT FILLED (SEE 1.50„ 3/16" DIA. WIRE (STEEL ASTM A653) INSTALLATION NOTE 9, SHEET 1) & STEEL MIN. 2000 PSI GROUT FILLED (SEE x 8-3/4"LONG WIRE MASONRY ANCHOR REINFORCING BAR AS REQUIRED BY CODE INSTALLATION NOTE 9, 5HEET 1) & STEEL T125" MIN. APPLICATION MINIMUM CONCRETE REINFORCING BAR AS REQUIRED BY CODE EMBEDMENT STRENGTH AT SILL AND JAMB: 2700 PSI. _ (FOR NEW CONSTRUCTION ONLY) ANCHOR OPTIONS WIRE ANCHOR LENGTH 8.75" " MIN. 2000 PSI GROUT FILLED (SEE INSTALLATION NOTE 9, SHEET 1)& STEEL REINFORCING BAR AS REQUIRED 8Y CODE O [Y cn Z � Z r7 Y 2 100 4 2 2A ' 4 4 2 2A 4 Z 2AIF 4Toe d §, frames fiA 6A fiA 6A � 14 10 14 t0 14 1� 14 10 158 Te.T t5RIVE hSCK-ENZSE. TN 38201 BD PR (800) 799 3667 FX. (731) 352-2556 19 19 19 19 0 0 �iLa s aLo x z Hag v P TEg = INTERIOR ..J W p K V BC 10 ¢ x z m a Z io r H't H a v) w '< �Z w a P F' a Lu EXTERIOR INTERIOREXTERIOR INTERIOR 10 98.00" MAX.MAX, E 9$.00" 98.00" MAX. 98.00, 8A MAX. W 8D UNIT UNIT UNIT UNIT DEVICE HEAD HEIGHT 8F HEIGHT 19 HEIGHT HE16HT I9 m COVER & PUSH BAR DEVICE 24 22 (,�" HEAD % 19 COVER & PUSH BAR 19 86 `" BA a o0 WW lot Q VERTICAL - POD 19 19 19 19 O 10 0� /v � r sc) 1/4" ITW WITH 1.25" MIN. 1/4" ITW WITH I.25" MIN. EMBEDMENTINTO CONCRETE 1/4" ITW WITH EMBEDMENT INTO 1.25 MIN. CONCRETE 1/4" ITW WITH 1.25" MIN. EMBEDMENT INTO CONCRETE EMBEDMENT INTO CONCRETE lN * PRQ`��"� R VERTICAL SECTION VERTICAL SECTION VERTICAL SECTION H VERTICAL SECTION K � VERTICAL ROD RIM EXIT DEVICE CYLINDRICAL LOCK WITH DEADLOCK 7 MORTISE LOCK WITH DEADLOCK F °D a m Z I- 13w& #: lDF®12 SHEET: i QF 1 1 iz 1a 6e HORIZONTAL SECTION JAMB - CONCRETE/MASONRY WIRE ANCHOR 3.00" MIN EMBEDMENT "�{ 3/8' X 5" 0.75" MIN. LAG BOLT EDGE ` I DISTANCE HORIZONTAL SECTION JAMB - 2X W OOD FRAME 3/8'X 6" LAG BOLT 3.00" MIN, EMBEDMENT -•--I 3/8" X 5" 0,75" MIN. LAG BOLT EDGE — DISTANCE HORIZONTAL SECTION JAMB - 2X WOOD FRAME 3/8" X 6" LAG BOLT 3.00" MIN. EMBEDMENT 3,/8''X 5" 0.75" MIN. LAG BOLT EDGE .-.�T DISTANCE HORIZONTAL SECTION JAMB- 2X W GOD FRAME 3/8" X 6" LAG BOLT HORIZONTAL SECTION P MORTISE LOCK WITH DEADLOCK INTERIOR R HORIZONTAL SECTION CYLINDRICAL LOCK WITH DEADLOCK 2,25" MIN. 200" MIN EMBEDMENT GROUT FILLED EDGE 1 — MASONRY 19 1d t (SEE TNSTALLATION 19 10 * NOTE 4.SHEET 1) 14 14 WIRE ANCHOR 2 H ¢ ' 4, (SEE SHEET 6 p; A 9 FOR DETAILS) DYNABOLT REINFORCING REBAR NOTE 9"SHEET 1) AS REQUIRED BY COC ;?+.,;. 6C 18 12 SLEEVE 6C 28 12 HORIZONTAL SECTION HORIZONTAL NTAL SECTION BOLT JAMB •CONCRETE/MASONRY EXPANSION BOLT WITH PIPE AND STRAP WIRE ANCHOR 2.25" MTN. 2,25" MIN. 200" MIN EMBEDMENT ONCRETE/ EDGE ^- GROUT FILLED DTSTANCE t MASONRY 19 10 { (SEE INSTALLATION NOTE 9,SHEET I) 14 REDX AITW/� 1 2 H ¢ ' 4, 3/8" X 5" p; ITW/RED DYNABOLT HEAD NOTE 9"SHEET 1) DYNABOLT ;?+.,;. SLEEVE 6C 28 12 EXPANSION HORIZONTAL NTAL SECTION BOLT � IAMB - CONCRETE/MASONRY � EXPANSION BOLT WITH PIPE AND STRAP 2.25" MTN. 2.00" MIN, EMBEDMENT EDGE = CONCRETE/ GROUT FILLED DISTANCE 1 MASONRY 19 10 (SEE INSTALLATION NOTE 9,SHEET 1) ACTIVE -N - HORIZONTAL SECTION INACTIVE RIM EXIT DEVICE INTERIOR — 3/8" X 5" ITW/RED HEAD DYNA BOLT SLEEVE EXPANSION HORIZONTAL SECTION ' BOLT JAMB-CONCRETE/MASONRY T Z0 EXPANSION BOLT W/ PIPE AND STRAP 2.25" MIN. EDGE �� ° '- ^ 2.00" MIN EMBEDMENT C) = LL DISTANCE — CONCRETE/ a m z�m m GROUT FILLED REDX AITW/� 1 2 H ¢ MASONRY RED HEA ; (SEE INSTALLATION DYNABOLT E.;.'. NOTE 9"SHEET 1) SLEEVE ;?+.,;. EXPANSION BOLT 14 � 4 19 10 A 6D EXT. 6D 9A t0 19 19 10 6C 1B 12 HORIZONTAL SECTION INACTIVE HORIZONTAL SECTION ��— SURFACE VERTICAL ROD JAMB - CONCRETE/MASONRY EXPANSION BOLT W/ PIPE. AND STRAP 155 REPUBLIC DRIVE MCKENZIE,T 88201 PR, (800) 799.3657 FX01)352-2536 a c) m m m 4 o Z0 J N C) = LL LL a m z�m m UJ H Q OZw rn` 63 tp p 2 H ¢ a a C 0 z z V H H u L.0 � w a Q Z h s U Z DWG #: RDFQ12 SHEET: 8 QF 1 i 16 GAGE 5 3/4" DEPTH FRAME WITH MITERED CORNER CONSTRUCTION WITH FOUR INTEGRAL TABS WHICH INTERLOCK THE IAMBS TO THE HEAD DETAIL Y 18.52" 14.31" 6.20" 22.73" 14.13" 10.10" �-� -w 14 GAUGE STEEL REINFORCING 6.08" DOOR FRAME-�--- EDGE PLATE AT LOCK STRIKE LOCATION DETAIL X LOCK REINFORCEMENT WIRE ANCHOR DETAIL 3/16" DIA. WIRE (STEEL ASTM -A653) 8-3/4"10NG WIRE MASONRY ANCHOR APPLICATION MINIMUM GROUT STRENGTH : 2000 PSI. (4) DIMPLE BURR SIDE FOR 0.250 0.046t0.003� AND 4,375 DTA. HOLES SECTION A -A � 9GA 0.033 HEIGHT I OF PROJECTION .122 ±,002 SPOTS _L__5/16`(4)TYPTOP MUST BE FLAT 55/8"-- 31/32" 5/8" 31/32" 55/91, (4) DIMPLE - 0,046:0.003 GAGEEDGE- 11/4 -_._I -5/16 x5/16 15/8 � - - � � 3/ 3/16 .343 JI DETAIL Z HINGE REINFORCEMENT 13/8 2,45 1.023 R 3/16 (4) TYP. 1/4 _ 11/4 Rep 61ic 0 .625 1.336r- 0.250 MIN 2.673 —43/4 —71/2- 155 -71/2 155 REPUBLIC ORIVE MCKENZIE, TN 36201 P14 (800) 7993667 FX(73t)352-2556 � m m � O -a via J� �a8 P Z) w LL NZ d¢D� Lu ¢a "Dm m v F W0 N z � Him o n Z °�° O ,r iu wn s I-1 � rn ual m w m n ' a LU a Z O m� mz�V) z v �z 9 0FIl BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER I I- 96" xin� DOUBLE SWING JAMB PAIR OP.51NGLE JAMB 0.053" STEEL REPUBLIC DOOR & FRAMES 2 96" X 5.75" FACE DOUBLE OPENING HEADER 0.053" STEEL REPUBLIC DOOR & FRAMES 2A -�V X 51V SINGLE DOOR HEADER 0,053" STEEL - --��132-STEEL� REPUBLIC DOOR & FRAMES 155EE 9LICIAVE MCKRN E,�3829 PK(awoo)799-3 I PX (731)352-25561 3 HINGE REINFORCING FRAME REPUBLIC DOOR & FRAMES 4 HEADER SLEEVE REINFORCEMENT 14 GA. (-072') X 5.6875" X FULL LENGTH HEADER 0.072" STEEL REPUBLIC DOOR & FRAMES U 0 V) u- z _j 0 co h:�; -j r n w A Im Zito t- 4 Z .' 11 .'ap q > z z Z" ui Z ct m 'c �ll ij n uj w iy ol 5 BASE ANCHOR 1.875" X 1,876' 0,053" STEEL REPUBLIC DOOR 4 FRAMES 6A TOP CHANNELS 16 GA. X 1,677" X 0.62" CHANNEL FULL LENGTH 0,053" STEEL REPUBLIC DOOR & FRAMES DOOR PANEL WIDTH BOTTOM CHANNELS 16 Gk X 1.677" X 0.62" CHANNEL 6B 0.053" STEEL REPUBLIC DOOR & FRAMES FULL LENGTH OF DOOR PANEL WIDTH HINGE CHANNELS 16 GA -X 1.677" X 0.62" CHANNEL FULL 0.053" STEEL REPUBLIC DOOR & FRAMES 6C DOOR HEIGHT 61) LOCK CHANNELS 16 GA, X L677" X 0.62" CHANNEL 0.053" STEEL REPUBLIC DOOR & FRAMES FULL DOOR HEIGHT 7 NOT USED BA OR SCHLAGE L900 MORTISE LOCK W1 DEADBOLT STEEL DORMA 8B DORMA CL753D OR $CHLAGE ND SERIES STANDARD LATCH STEEL DORMA sc �ORMA b8660b DEADLOCK STEEL bORMA 81) �Cr SURFACE VERTICAL ROD W/ PANIC DEVICE 2?00 STEEL PRECISION BE IVES MODEL 360 SURFACE BOLTS STEEL IVES 8F HCF RIM PANIC DEVICE 2100 (W/ HC822 MULLION DOUBLE DOOR) STEEL PRECISION CONTINUOUS HARDWARE REINF, 14 GA. (0.072") 1.677" X 6" X 0.072" STEEL REPUBLIC DOOR & FRAMES 9A (DOOR HEIGHT - ll�) 9B EXIT DEVICE REINFORCEMENT 14 &A, 072") 1.677" X 5.313" X 14" 0.072" STEEL REPUBLIC DOOR 8, FRAMES z p > UJ w 91) FRAME STRIKE REINFORCEMENT PLATE 14 GA. ANSIIA5A 4.875 0,072" STEEL REPUBLIC DOOR & FRAMES 9E CLOSER REINFORCEMENT 14 GA. (0.072") X 1,677" X 6" X 18" 0,072" STEEL REPUBLIC DOOR & FRAMES 10 DOOR SKINS FY�43.9 KSI MIN. 0.045"5TE�L REPUBLIC DOOR & FRAMES 11 TEMKO 2001 THRESHOLD ALUMINUM PEMKO 12 �Ook HINGE REINFORCEMENT 9 GA, (0,132") X 7.5" X 1.625' 0132" STEEL REPUBLIC DOOR & FRAMES 13 ANCHORS (SEE SHEET 5) 3/8" LAG BOLT, 3/8" bYNABOLT ITW/RED HEAD & 1/4ITW VARIES ITW /RED HEAD ci -7 9 0 0. u- . Z 14 PEM KO 598 WEATHERSTRIP VINYL BULB PEMKO 15, At I PURPOSE SILICONE CAULK SILICONE INACTIVE LEAF ASTqAGAL 14 GA. (0.072") X 1.7" X FULL DOOR 0,072" STEEL REPUBLIC DOOR & FRAMES 16 HEIGHT - IC book & FRAMES 17 CUT OUT REINFORCEMENT 0.053" STEEL. REPUBLIC 18 4 1/2" X 4 112" X .134" THICK BALL BEARING TEMPLATE BUTT 5. PARKER WINCES 19 HONEYCOMB CORE TYPE 99-0-3/4 (STEEL STIFF., POLY OPT.) REPUBLIC DOOR & FRAMES 20 SURFACE BOLT ANGLE REINFORCEMENT? GAUGE 0,175" STEEL ROCKWOOD 21 iEESE 353A ALUMINUM DRIP CAP ALLOY 6063-T5 REESE MORTISE LOCK REINFORCEMENT 14 GAUGE X 1.677" X 5,313" X 0,072"STEEL REPUBLIC DOOR & FRAMES ?2 14" 23 DEAD LOCK REINFORCEMENT 16 GAUGE X 3" X 311 01053" STEEL REPUBLIC DOOR & FRAMESCJ 24 CYLINDRICAL LOCK REINFORCEMENT 16 GAUGE X 3" X 2.5' 0.053" STEEL REPUBLIC DOOR A FRAMES --STEEL bwG #: ROF012 25 IMULLION2"X3" PRECISIONHC822 (A-500GRADER) PRECISION 1 26 IMULLIONPEINFOkCEMENTI.5"X2�5" (FULL LENGTH} STEEL PRECISION SHEET: 10OF11 DORMA ML9953D JAMS FRAME —0,625 5.75 j 5 6A 6B r6G 6Q CHANNELS 1677 r—1 0.6z T Z 2A HEADER FRAME 4 2.588 TO.625 515 :.M IVES 360 SURFACE BOLT I— 2.33` I #14 MACHINE SCREWS (22 23 24 REINFORCEMENTS 1.677 X 11 P MKO 2100 THRESHOLD16 INACTIVE LEAF ASTRAGAL L013 1.75 �-125— I— o 14 GA.lT] 1.7 L z FULL DOOR HEIGHT REESE 353A DRIP CAP @ HC822 STEEL MULLION 0.75 —12.00" �— (ASTM A-500) NOTE: ALL DIMENSIONS 3.00, 'A SHOWN ARE IN INCHES. 1.750 M 0.5T— VINYL 26 MULLION REINF. REESE 353A ALUMINUM DRIP 1.50, CAP WITH VINYL FLAP AT HEADER (ALLOY 6063-T5) 155 REPUBLIC bATVE a"Zol PH (n(*M-3667 FX.(73I)352-2956 a_ w m 0 Z 0 0 U) lz- u- U, "c *2 REINFORCEMENT �::E C, z �. c m0 0 Z ca n 11 I Lu f+�----5.679 , 7-- T E:==1,626 1-5,75 6.359 6.5 q co a, Z ,-! ��': �, a: Q Z 7w: 11 - 1 -5-11 z- i V� v-, I 012 OF11 iw4 z. 5.679—[ --T 1,499 > uof Lu LuU) -- 1.66T 1.484 E l 0.75 1.156 q co a, Z ,-! ��': �, a: Q Z 7w: 11 - 1 -5-11 z- i V� v-, I 012 OF11