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HomeMy WebLinkAboutPRODUCT APPROVAL STEEL DOORSFlorida Building Code Online �; L https://www.floridabuilding.org/pr/pr� -J 221?x tDtrL SCANNED Florida BC IS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Contact Us I BCIS Site Map I Links I Search y> Product Approval �t USER: Public User Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail FL # FL15868-RI Application Type Revision Code Version 2014 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 Republic Doors and Frames Address/Phone/Email 155 Republic Dr. McKenzie, TN 38201 (731) 352-1913 Ext 1913 marilyn.latham@allegion.com Authorized Signature Hugueley Steven stevenh@Republicdoor.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 1 of 4 9/4/2018, 7:39 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqueg1+T71/F13T1L... Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Certification Mark or Listing Intertek Testing Services NA, Inc. Intertek Testing Services NA, Inc. Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL15868 RI Equiv ASTM E 1996 Equivalency Letter SS.pdf Method 1 Option A 07/28/2015 08/05/2015 08/11/2015 12/01/2017 2 of 4 9/4/2018, 7:39 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQwtDqueg1+T71/F13T1L... - - - .� _ ,, _ �;FL # Model, Number or Name ( Description 5868.1 Republic DL Series Door and ME Series I DL418 Steel Flush Door Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Please refer to installation instructions, RDF012, and evaluation report, PER 3675, for further limitations of use. Certification Agency Certificate FL15868 R1 C CAC ATM Republic DL4 Single 114.pdf FL15868 R1 C CAC Republic DL Series Door and ME Series Frames - Windstorm Resistant - ATM.pdf Quality Assurance Contract Expiration Date 12/21/2018 Installation Instructions FL15868 R1 II RDF012 SS 2015-07-31.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15868 R1 AE PER3675 SS 2015-07-31.pdf Created by Independent Third Party: Yes 15868.2 Republic DL Series .Door and ME Series ( DL418 Steel Flush Door for HVHZ Frame Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Please refer to installation instructions, RDF014, and evaluation report, PER 3867, for further limitations of use. Certification Agency Certificate FL15868 R1 C CAC ATM Republic 60 PSF-Assembly.pdf Quality Assurance Contract Expiration Date 12/31/2018. Installation Instructions FL15868 R1 II RDF014 SS 2015-0-31.odf Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15868 R1 AE PER3867 SS 2015-07-31.pdf Created by Independent Third Party: Yes Baclt Nex' Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement Accessibility Statement ::'Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this 3 of 4 9/4/2018, 7:39 PM INSTALLATION NOTES: 3- ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHINA TOLERANCE OF±1/161NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCESARE NOT CUMULATIVE FROM ONE INSTALLATIONANCHOR TO THE NEXT 4. FOR INSTALLATION INFORMATIONAND ANCHOR LAYOUTS ON JAMSSAND SILL, REFER TO SHEET 6. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7-FOR GROUT, FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK- S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.S5. B- CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- U NIT STRENGTH CONFORMS TO ASTM C'90 & GROUT CONFORMS TO ASTM C 476. GROUT SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. REPUBLIC DOORS AND FRAMES .DL418 STEEL FLUSH DOOR - GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE,EXCLUDING HVHZ . ASTM E330-02 -ASTM E2886-02/05 . ASTM E1996-03/08 2. ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X OR 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCKDESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHTTECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT FOR NON-HVHZAREA. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. FRAME MATERIAL STEEL 16 GA. (0.053) MIN. FYMIN. 45.7 KSI 7. DOOR MATERIAL -STEEL 18 GA (0.045) MIN. FYMIN. 43.9 KSI 8. DESIGNATIONS X"STANDS FOR THEFOLLOWING: X: OPERABLE PANEL 9- STEEL COMPONENTS SHALL BE COATED OR PROVIDED WITH CORROSION RESISTANCE PROTECTION IN CONFORMANCE WITH THE MATERIAL PROTECTION PROVISIONS OF THE CURRENT FBC. 10.ALTERNATE LOCKING AND OPERATING HARDWARE MAY BE USED SUCH THEY ARE CURRENTLY APPROVED UNDER A SEPARATE APPROVAL INSTALLATION SHALL MAINTAIN THE MINIMUM REQUIREMENTS & LIMITATIONS OF USE OF THE SEPARATE COMPONENT APPROVAL AND THE DETAILS HEREIN. THE LESSER DESIGN PRESSURE AND RATING OF THE COMPONENT APPROVAL AND APPROVAL HEREIN SHALL GOVERN. DESIGN PRESSURE RATING O.A. SIZE/ CONFIGURATION DESIGNPRESSURE MISSILE IMPACT RATING 100" X 98" .60/-60 PSF (XX) W/O SMALL & LARGE MISSILE 52" X 98" PSF �) INFILTRATION•60/-60 IMPACT RATED 40" X 86" :114/-114 PSF (X) STEEL DOOR CONSTRUCTION THE OVERALL PANELTHICKNESS IS 13/4 INCH THICK. THE DOOR HINGE AND LOCK CHANNELS ARE 0.620".LEG X 1.677" WIDE X 0.062" LEG)(94:875" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") COLD -ROLLED STEEL THE DOOR TOP AND BOTTOM END CHANNELS ARE 0.620" LEG X 1.677"WIDE X 0.62"LEG X 47.563" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") COLD -ROLLED STEEL THE DOOR SKINS / FACE SHEETS ARE CONSTRUCTED OF 18 GAUGE (0.045") COLD -,ROILED STEEL AND ATTACHED TO THE END,: HINGE AND LOCK CHANNELS. THE DOOR CORE IS CONSTRUCTED OF TYPE 99-0-3/4 KRAFT PAPER HONEYCOMB CORE AND ATTACHED TO THE FACES WITH GLUE. THE DOOR HINGE REINFORCEMENTS ARE 1.375" WIDE X 4.5" LONG X 0.132" THICK AND ARE CONSTRUCTED FROM 9 GAUGE (0.132").COLD-ROLLED STEEL. THE MORTISE DOOR LOCK REINFORCEMENTS ARE 1.677" X 6" X 14" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL THE SURFACE BOLT REINFORCEMENTS ARE 1.677" X 6" X 18" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL THE RIM EXIT REINFORCEMENTS ARE 1.677" X 6" X 14" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL THE SVR LOCK REINFORCEMENTS ARE 1.677" X 6" X 93.625" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072") FORMED STEEL THE CLOSER REINFORCEMENTS ARE 1.677" X 6" X 18" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072")'.FORMED STEEL THE DEAD LOCK REINFORCEMENTS ARE 3" X 2.5" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") FORMED STEEL THE CYLINDRICAL LOCK REINFORCEMENTS ARE 3" X 2'5" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") FORMED STEEL. THE DOOR SURFACE BOLTS ARE IVES MODEL 360 SURFACE BOLTS LOCATED AT THE TOP AND BOTTOM MEETING EDGE CORNER OF THE INACTIVE LEAF. FRAME CONSTRUCTION THE DOOR FRAMES ARE CONSTRUCTED FROM 16 GAUGE (0.053") COLD -ROLLED STEEL. THE CORNERS ARE MITERED KNOCK DOWN MECHANICALLY FASTENED- THE DOOR, FRAME CORNER REINFORCEMENTS ARE KNOCK DOWN. THE DOOR FRAME HINGES ARE S. PARKER 45"X 4.5" X 0.134" FULL MORTISE BUTT -TYPE STANDARD WEIGHT HINGES. THE DOOR FRAME HINGE REINFORCEMENTS ARE 7.50" LONG X 1.625" WIDE AND ARE CONSTRUCTED OF 9 GAUGE (0.132" MIN.) COLD -ROLLED STEEL THE DOOR FRAME HEADER SLEEVE REINFORCEMENTS ARE 5.6875" X 96 AND ARE CONSTRUCTED OF 14 GAUGE (0.072") FORMED STEEL. THE DOOR FRAME BASE ANCHORS ARE 1.875" X 1.875".AND ARE CONSTRUCTED OF 16 GAUGE (0.0S3") FORMED STEEL THE DOORFRAME MULLION REINFORCEMENTS ARE 5/8" BAR STOCK 4.0" X 1.5". THE DOORFRAME SURFACE BOLT REINFORCEMENTS ARE 1.5" X 1.5" 3 GAUGE STEEL ANGLES. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 - SURFACE VERTICAL ROD ELEVATIONS & DETAILS 3 - RIM EXIT DEVICE ELEVATIONS & DETAILS 4 - CYLINDRICAL W/ DEADLOCK ELEVATIONS & DETAILS 5 - MORTISE LOCK ELEVATIONS & DETAILS 6 - ANCHOR LAYOUT 7 - VERTICAL SECTIONS 8 - HORIZONTAL SECTIONS 9 - CORNER ASSEMBLIES & COMPONENTS 10 - BILL OF MATERIALS 11 - COMPONENTS Repubuc doors., frames 155 REPUBLIC DRIVE µCLENZLE, TN M201 PH: (BOO) 799-3667 M (730352-25M � O O m - ci TL $ Z 7 �z U) m n E O=LL 1L LL Of Z3 K _1 ¢ Q Lu a. mU �Q w NZ m z-cm U) zW C)zH $; W N w N Q z Q D W FF-1� r w,,ppC°��m d ZJ m a Lit !2 � o y' Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document' z Date: 2015.07.31 13:51:27-04'00' o 3 .z 0 C3 `WHERE WATER INFILTRATION IS REQUIRED, UNIT SHALL BE INSTALLED AT A LOCATION PROTECTED BY AN OVERHANG SUCH THAT THE OVERHANG (OH) RATIO = OH LENGTHI/OH HEIGHT I5,I DF012 :T: 1 'OF 11 I 9 L HE UNIT WIDTH ^TYPICAL HINGE LOCATIONS 2.00" 48.00" MAX. 48.00" MAX PANEL WIDTHPANEL WIDTH z a a z 5.09*-- - - --- ------ -- E 9 6a 7 i z 96.00" 30.50"* 9 ! �© MAX. 1 6D `Q PANEL 56.00"* HEIGHT ACTIVE E i ACTIVE 81.50 8 I I 00" 98 I I 6D I iAX. NIT I 9 j' I EIGHT T Q M T 8D 68 I L 68 52.00" MAX. _ UNIT WIDTH I �' 48.00" MAX . -2.00" *TYPICAL HINGE LOCATIONS 2.00° 2.00" PANEL WIDTH MAX. PANEL HEIGHT 81.50"* 98.00" MAX. UNIT V S P L HEIGHT C 8 8 8 8 C 7 ELEVATION DOUBLE SURFACE VERTICAL ROD (OUTSWING DOOR -INTERIOR VIEW) DETAIL B INTERIOR DETAIL A GROUT FILLED EXTERIOR 'INTERIOR �INTERIOR�� #12 HINGE SCREWS 11\\ 9(� 10 6D 6D b ID 19�1 I\2 18 6C ♦ EXTERIOR i ♦♦ EXTERIOR DETAIL A DETAIL B ACTIVE t ELEVATION SINGLE SURFACE VERTICAL ROD (OUTSWING DOOR- INTERIOR VIEW) GROUT FILLED INTERIOR '-� DETAILC rr EXTERIOR . 'INTERIOR L- LOCK STILE EXTERIOR i milplle doors"frames � m m M v O p U) ki C H O < Q 1 j V d. m lL X O= LL N a Q = w > ZO w�� m ZHm Q e p a Z H N �> DD 7 J w �¢Z OC H p Q < J N w Lu m W p � a0 w,,��-�m' aim a Tilil z Lu V) Z -3 lz � U DWG #: RDF012 SHEET: _ 2 OF 11 100.00" MAX. UNIT WIDTH `TYPICAL HINGE LOCATIONS 2.00" 48,00" MAX'. 48.00" MAX. 2•00 PANEL WIDTH PANEL WIDTH4 1 Q . Q �JI MAX i PANEL 56.00"* 1 `r 1 HC822 MULLION ACTIVE ACTIVE i i ! 91 h BF U V S P L HE 822 MULLION CAP W/ (1) 1/4.20 SET SCREW 8 (4) 1/4-20 MACHINE SCREWS ELEVATION DOUBLE 4.00" I— HCF 2100 RIM EXIT DEVICE W/ HC822 MULLION ` L (OUTSWING DOOR - INTERIOR VIEW) 2.00' 3:50" HCKR822 MULLION CAP W/ (4)1/4 - 20 MACHINE SCREWS JJ T�i DETAIL C INTERIOR DETAIL B 3.25" HCF 2100 �/—HCF 2100 (OPTIONAL) STRIKE W/ (2)1/4 - 20 6 (1)10 - 24 MACHINE HCO22 STEEL MULLIONS JOE SCREW EXTERIOR (ASTM-AS00 STEEL �-1.125" GRADE B OR HIGHER STRENGTH MATERIAL) ----_� W/(4)}-20 SS FLAT I / INTERIOR HEAD SCREWS 2.8' 5" 26 25 9F ; n 9B 14 14 9B n�` FULL LENGTH STEEL MULLION REINFORCEMENT (I018 COLD DRAWN- - 2 1/2• X 1' 112" BAR [-- 2.00" STOCK A '1�75" I1t MULLION STEEL BASE W/ b4,r-'ill�F- (2) 31W X 21/4" HA TI _JI KWIK BOLT II 3,03125" EXPANSION ANCHORS r CONCRETE 6O 1/4N 20 HC822 MULLION DETAIL y SETSCREW DETAIL B 52.00" MAX. ~—UNIT WIDTH `TYPICAL HIN6E LOCATIONS 2.00° 48.00" MAX. PANEL WIDTH 2.00" MAX. PANEL DETAIL C 30.50" HINGE SCREV ACTIVE ELEVATION SINGLE RIM EXIT DEVICE (OUTSWING DOOR - INTERIOR VIEW) INTERIOR -`� DETAIL HCF 2100 j YWV _ _I/W^Y I1 EXTERIOR DETAIL D doors -frames 155 REPUBLIC DRIVE MCKEN E, IN 38201 PK (600) 799.3667 F%: (73D 352-2556 CL• V) O Z c0 m m 4 n P Z.1 v LL V = W V I— C3 d m H U) 1~j L] Z H R COX Z d m LL) C3 H w i-+p C4 ,,pper�-� CL.'�m x w F- r)WG #: RDF012 SHEET: 3 dF l l I 9 L HE UNLT WIDTH •TYPICAL HINGE LOCATIONS 2.00"--r 48.00" MAX. 48.00" MAX PANEL WIDTH PANEL WIDTH 2 4 g 4 2 5.00" 96.00" MAX. 30.50"• 6 l9J �6A sD 1 6 y Z 9 1 PANEL HEIGHT 56.00"" j ACTIVE R INACTIVE 81.50"' i i e z3 I 1.00" B j iAX. NIT LGHT T Q M J 24 8 B 8 8 j 1 20 6B g 6B 2.00" 0r o �T©TOTO vvvv 7 ELEVATION DOUBLE CYLINDRICAL LOCK WITH DEADLOCK (OUTSWING DOOR- INTERIOR VIEW) '-� DETAILC INTERIOR DETAILS GROUT FILLED EXTERIOR DETAIL B DETAIL C 52.00" MAX. UNIT WIDTH •TYPICAL HINGE LOCATIONS 48.00" MAX. 2.00° � PANEL ODTH 1 ~ 2.00" PA EL 156.00"* 1 v— HINGE SCREWS ACTIVE ELEVATION SINGLE CYLINDRICAL LOCK WITH DEADBOLT (OUTSW ING DOOR - I NTERIOR VI E W ) GROUT FILLED r DEl'AILD INTERIOR 1 wial EXTERIOR DETAIL D Republic doors -frames l55 REPUBLIC DRIVE MCXEKaE.TO38Nl PH: (8m) 799d667 FX: (731) 352- 556 � m O >< � p Lu amp O = X LLL3;a moar LL ¢ W UU))a� w o<" co IZ-1 W CC FK C3 Z W Q CD ui Q0 m w�O1m Q 0 m F O m� m Z j Q Z ti lz= u Z U DWG #: RDF012 SHEET- 4 of ll I 9 A L HE UNIT WIDTH -"TYPICAL HINGE LOCATIONS]2,00" - 48.00" MAX. 48.00" MAX. PANEL WIDTH PANEL WIDTH z a g a z 5.00" Z H I �I 96.00' 30.50"" ' 6 MAX. PANEL 56.00"" HEIGHT ACTIVE W I INACTIVE 81.50" 8 z 1.00 i iAX. NIT �g rGHT T Q M J 8 8 8 8 6g- 6g I 7 ELEVATION DOUBLE MORTISE LOCK WITH DEADLOCK (OUTSWING DOOR -INTERIOR VIEW) -� DETAIL D INTERIOR DETAIL C DETAIL C 2.00" ME vvvv DETAIL D 52.00" MAX. UNIT WIDTH 'TYPICAL HINGE LOCATIONS]48.00" MAX• 2.00' PANEL WIDTH 2.00" 96.00" 30.50"" \-J MAX. PANEL nn"" HINGE SCREW5 ACTIVE ELEVATION SINGLE MORTISE LOCK WITH DEADLOCK (OUTSWING DOOR - INTERIOR VIEW) INTERIOR -� DETAIL E IIY4YId ��s EXTERIOR DETAIL E Republic doors frames 155 REPUBLIC DRIVE RCKEh=* TN 35201 ,0001799.3667 MV30352-2556 O VI P 4 O Z ci U a j w m m O S LL K LL tL YQ QQS c wO,3 L �m m ZHm S U In IJ J ¢ 00 c �V• a Z aC F+ Lj Q ^ muia d -1 Q CL a � w m co mZ �r o 3� __ NZ o u DWG #: RDF012 SHEET: '5 OF11 100.00" MAX. 4.00" MAX. FROM UNIT WIDTH CORNER TYP 1 98 00" 22.50" MAX. MAX. UNIT O.C. HEIGHT FIVE R 3/8" FIVE (5) LT 3/16' WIPE ANCHORS OR FIVE P. JAMB WIRE ANCHORS PER JAMB DOUBLE DOOR ANCHOR SPACING FOR MASONRY SUBSTRATE SINGLE DOOR SIMILAR I TWO (2) 3/16" ITW TAPCONS NOTE: JAMB CORNER BASE PLATE IS ONLY USED FOR NEW CONSTRUCTION AND I5 NOT POSSIBLE FOR EXISTING CONSTRUCTION IN LIEU OF BASE PLATE ANCHORS ADD ONE (1) ADDITIONAL 3/8" DYNABOLT SLEEVE ANCHOR INTO MASONRY OR 3/8" LAG BOLT INTO WOOD SUBSTRATE ON JAMBS FOR EXISTING CONSTRUCTION WELDED -ON S BASEANCHOR DETAIL W JAMB CORNER BASE PLATE ADDITIONAL BOLT IN LIEU OF BASE PLATE FOR EXISTING CONSTRUCTION ONLY (SEE NOTE BELOW DETAIL "W") 100,00" MAX. _ 4.00" MAX. FROM UNIT WIDTH CORNER TYP I 1 18.00, MAX. 98.00" O.C. 2.25" MIN. MAX. UNIT SIX (6) 3/8" LAG BOLT HEIGHT ANCHORS PER JAMB DOUBLE DOOR ANCHOR SPACING FOR WOOD SUBSTRATE (SINGLE DOOR SIMILAR) I ADDITIONAL BOLTIN LIEU OF L BASE PLATE FOR EXISTING CONSTRUCTION ONLY (SEE NOTE BELOW DETAIL "W ) 4.00" Republic. doors...frames 155 REPUBLIC DRIVE MCKENZIE, TN 38201 PH: � m O m 4 n Z#o 1 0 O = LL X & C)wv LU V] m w m z "c ~ Z p QZ¢ U) ¢ W —1 ¢ H R W W C ~ p ¢ F W p Ix e v x H p 8.50" FROM DETAIL W CORNER TYP 8.00" FROM DETAIL W CORNER TYP 6.00" MAX. 6.00" MAX. 12" MAX . O.C. TYP. FROMTyORNER 12 " MAX. O C TYP --I FROMCORNERO H z H H SILL 1/4" ITW TAPCON INSTALLATION SILL #12 WOOD SCREW INSTALLATION > W U ANCHOR W/ 11/4' MIN. EMBEDMENT ANCHOR W/ 11/2"'MIN. EMBEDMENT W a p 1/4" ITW TAPCON INSTALLATION ANCHOR W/ 11/4" MIN. EMBEDMENT VINYL BULB (PEMKO 588) PEMKO 2001 THRESHOLD EXTERIOR INTERIOR 2.5" MIN. EDGE 11 DISTANCE 0.50" ea 1.25" MIN. EMBEDMENT 3000 PSI MIN. CONCRETE 5.00" THRESHOLD DETAIL (SILL) D 1. PREPARED OPENING CHANNEL ' (.+• • - ANCHOR MINIMUM CONCRETEi y STRENGTH AT SILL AND JAMB: ,,;:� �: TWIST -IN PREPARED •'.• ' `' 3000 PSI, FOR USE WITH 318" X 5" PIPE ANCHORS TACK 4. • `is' •� DYNA SLEEVE 8Y REDHEAD/ITW _ .:te; WELDED INTO PLACE FOR USE WITH 3/8' X 5" DYNA SLEEVE BY REDHEAD/ITW N = 9860 P5I MIN 2000 P5I GROUT FILLED (SEE 3/I6" DIA. WIRE (STEEL ASTM-A653) INSTALLATION NOTE 9, SHEET 1) 3 STEEL x B3/4°LONG WIRE MASONRY ANCHOR REINFORCING BAR AS REQUIRED BY CODE MIN. PSI GROUT FILLED (SEE APPLICATION MINIMUM CONCRETE INSTALLATION TION NOTE 9, SHEET STEEL B STRENGTH AT SILL AND JAMB: 2700 PSI. REINFORCING BAR AS REQUIRED BY LODE (FOR NEW CONSTRUCTION ONLY) ANCHOR OPTIONS WIRE ANCHOR LENGTH 8.75" MIN. 2000 PSI GROUT FILLED (SEE INSTALLATION NOTE 9, SHEET 1) 6 STEEL REINFORCING BAR AS REQUIRED BY CODE aD' >• O CD m Z V) 3tiv uZ p V) 1/G #: ROF012 AEET: 6 6F 11 INTERIOR 98.00" MAX. UNIT HEIGHT 1/4" ITW WITH 1.25" MIN. 1/4" ITW WITH 1.25" MIN. 1/4" ITW WITH 1.25" MIN. 1/4" ITW WITH 1.25" MIN. i EMBEDMENT INTO CONCRETE EMBEDMENT INTO CONCRETE EMBEDMENT INTO CONCRETE EMBEDMENT INTO CONCRETE VERTICAL SECTION VERTICAL SECTION G VERTICAL SECTION H VERTICAL SECTION VERTICAL ROD 7 RIM EXIT DEVICE 7 CYLINDRICAL LOCK WITH DEADLOCK 7 MORTISE LOCK WITH DEADLOCK Hcpubtic I doors frames 155 REPUBLIC DRIVE MCREt�E, IN 38201 PH: (800) 799.3667 FX: (731)352.2556 0 m 4 n Q N z 0 u3 LL Q =LL E LL Q ) l9 mQ Z Nc 6 H L C.' � Q H LL j OL H�Q �J Q � IL/ 0 W,,QQm��-1io P W Q 0 t* q "aOC ca o~ 01 3'' _= uZ Ln Q V DWG #: RDF012 SHEET: 7 OF 11 12 18 6C HORIZONTAL SECTION 8 JAMB-CONCRETE/MASONRY WIRE ANCHOR 3.00" MIN. EMBEDMENT I 3/8" X 5" 0.75" MIN. LAG BOLT EDGE DISTANCE HORIZONTAL SECTION 8 JAMB -2X WOOD FRAME 3/8" X 6" LAG BOLT 3.00" MIN. EMBEDMENT �--I 3/8" X 5" 0.75" MIN. LAG BOLT EDGE n I DISTANCE HORIZONTAL SECTION JAMB - 2X WOOD FRAME 3/8" X 6" LAG BOLT 3.00" MIN. EMBEDMENT I 3/8".X 5' 0.75" MIN. LAG BOLT EDGE r DISTANCE HORIZONTAL SECTION JAMB -2X WOOD FRAME 3/8" X6" LAG BOLT HORIZONTAL SECTION 8 MORTISE LOCK WITH DEADLOCK INTERIOR \� EXTERIOR HORIZONTAL SECTION CYLINDRICAL LOCK WITH DEADLOCK INTERIOR 19 10 9B 14 6D EXT. I) 14 9B 10 19 HORIZONTAL SECTION INACTIVE 8 RIM EXIT DEVICE INTERIOR K( rIUMILVINIALJtILIIVIM "" "/E SURFACE VERTICALROD 6C 18 12 HORIZONTAL SECTION JAMB-CONCRETE/MASONRY WIRE ANCHOR 2,25" MIN. I�� 2.00" MIN. EMBI EDGE DISTANCE GROUT FILLED 1 MASONRY TT (SEE INSTALLATION NOTE 9,SHEET 1) 14 — �. t�til::'` _ 3/8" X 5" - �:{:t' ITW/RED HEAD OYNABOLT fiL 16 12 SLEEVE EXPANSION HORIZONTAL SECTION BOLT 8 IAMB - CONCRETE/MASONRY EXPANSION BOLT WITH PIPE AND STRAP 2.25" MIN. '�— 2.00" MIN. EMBEDMENT EDGE CONCRETE/ DISTANCE 1 +='�;- '. ' : "�. � •• GROUT FILLED MASONRY 19 10 '.: •� (SEE INSTALLATION NOTE 9,5HEET 1) 14 i= 3/8" X 5" ITW/RED ``kST..:y'•?:" HEAD DYNA BOLT 6C 18 12 - SLEEVE EXPANSION HORIZONTAL SECTION BOLT 8 JAMB-CONCRETE/MASONRY 2 25" MIN EXPANSION BOLT W/ PIPE AND STRAP EDGE I�� 2.00" MIN. EMBEDMENT DISTANCE _ CONCRETE/ 3/8" X 5" ITW/ GROUT FILLED RED HEAD 1 MASONRY DYNABOLT _ - %:°�:'�1 (SEE INSTALLATION SLEEVE ft:� sr;j NOTE 9,5HEET1) EXPANSION BOLT 19 10 6C IS 12 HORIZONTAL SECTION JAMB-CONCRETE/MASONRY EXPANSION BOLT W/ PIPE AND STRAP GROUT FILLED MASONRY (SEE INSTALLATION Republic NOTE 9,SHEET 1) doors -frames. WIRE. ANCHOR (SEE SHEET 6 A 9 FOR DETAILS) REINFORCING REBAR 155 REPUBLIC DRIVE NXXEMM. TN 38201 AS REQUIRED BY CODE PH: (6W)799.3667 F)v(731)352-2556 i• H U V >- ! L1J �uo m� mZ Sul o� 3y == c¢JZ DWG #: SHEET: ' O OF 9 1 16 GAGE 5 3/4" DEPTH FRAME WITH MITERED CORNER CONSTRUCTION WITH FOUR INTEGRAL TABS WHICH INTERLOCK THE JAMBS TO THE HEAD DETAIL Y 18.52" 14.31" 6.20" 22.173" am 14.13" 10.10" I I I H�F 14 GAUGE STEEL REINFORCING 6.08" DOOR FRAME � EDGE PLATE AT LOCK STRIKE LOCATION DETAIL X LOCK REINFORCEMENT 3/16" DIA. WIRE (STEEL ASTM-A653) 8-3/4°LONG WIRE MASONRY ANCHOR APPLICATION MINIMUM GROUT STRENGTH: 2000 PSI. WIRE ANCHOR DETAIL (4) DIMPLE BURR SIDE FOR 0.250 0.046z0.003 AND 0.375 DIA. HOLES SECTION 1-A 11 r 9GA 1. 0.033 HEIGHT OF PROJECTION .122 ±.002 SPOTS 5/16" (4) TYP TOP MUST BE FLAT 31/32° 5 5/8" (4) DIMPLE 0.046.0.003 6A6E EDGE 11/4 L2*0�45 5/16 1,023 R 3/16 (4) TYP. 5/16 812 1/4 15/8 } - ®— - ®e ® 11/4 1 ® R 161iD ® .625 3/16 f2.673 3/16 .343 .1.336 (--- 0.250 MIt 13/8 4 3/4 DETAIL Z 71/2 HINGE REINFORCEMENT Republic doors -frames 155 REPUBLIC DRIVE MCKENZIE, TH 38201 'H:(800) 799-3667 FX: (731) 352-2556 ix O pV) m m 4 Z#� w o0 U) h m 1Z LL Of ¢ U- N.Z < 2 ¢ W d LU lO m m Ln wO: Z� m 1ZH 1¢+m v aZ1c S: HC)¢ Q 1x -� Iu((�y�m FW-- a a m ILIO O Z u Lu LU a ""/ 2' * Y� 09 m dy Del 1.1 Lu Lu H 3: 2= uZ' o U) VG #: RDF012 iEET: 9 OF 11 llupu6liu. doors frames 155 REPUBLIC DRIVE N.CKENZIE, TN 30201 RH:(800) 799.3667 FX: (731) 352-2556 tY O,� N U) ccz I�i Z W � a iw- O O �.. � '1 F� m uIty Z H �O vim w o_u- R m ¢ CO H .1c m w -3 Q z � Lo o a w °011 m a@1M x w H T m Z o CL w !� w g O s i ``0��0�* b� g F �- y ~ V� .,�d�y.• Ro�� a3[33 13� � In m Z v � Nz DWG #: ROF012 SHEET: 10.OF 11 BILL OF MATERIALS ITEM NO. 'DESCRIPTION MATERIAL MANUFACTURER 1 96" X 5.75" DOUBLE SWING JAMB PAIR OR SINGLE JAMB 0.053" STEEL REPUBLIC DOOR 3 FRAMES 2 96" X 5.75" FACE DOUBLE OPENING HEADER 0.053" STEEL REPUBLIC DOOR &FRAMES 2A 52" X 5.75" SINGLE DOOR HEADER 0.053"STEEL REPUBLIC DOOR 6 FRAMES 3 HINGE REINFORCING'FRAME 0.132° STEEL .REPUBLIC DOOR &FRAMES 4 HEADER SLEEVE REINFORCEMENT 14 GA. (.072") X 5.6875° X FULL LENGTH HEADER 0.072` STEEL REPUBLIC DOOR 6 FRAMES 5 BASE ANCHOR 1.875" X 1.875" 0.053° STEEL REPUBLIC DOOR &FRAMES 6A TOP CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL LENGTH DOOR PANEL WIDTH 0.053" STEEL REPUBLIC DOOR 6 FRAMES 68 BOTTOM CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL LENGTH OF DOOR PANEL WIDTH 0.053" STEEL REPUBLIC DOOR 6 FRAMES 6C HINGE CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL DOOR HEIGHT 0.053° STEEL REPUBLIC DOOR 6 FRAMES 60 LOCK CHANNELS 16 GA. X 1.677" X 0.62" CHANNEL FULL DOOR HEIGHT 0.053" STEEL REPUBLIC DOOR 6 FRAMES 7 NOT USED BA DORMA ML9953D OR SLHLAGE L900 MORTISE LOCK W/ DEADBOLT STEEL DORMA 86 DORMA CL753D OR SCHLAGE ND SERIES STANDARD LATCH STEEL DORMA 8C DORMA D6660D DEADLOCK STEEL DORMA 8D HCF SURFACE VERTICAL ROD W/ PANIC DEVICE 2200 STEEL PRECISION BE IVES MODEL 360 SURFACE BOLTS STEEL IVES 8F HLF RIM PANIC DEVICE 2300 (W/ HC822 MULLION DOUBLE DOOR) STEEL PRECISION 9A CONTINUOUS HARDWARE REINF.14 GA. (0.072")1.677" X 6° X (DOOR HEIGHT -11") 0.072" STEEL REPUBLIC DOOR 6 FRAMES EXIT DEVICE REINFORCEMENT 14 GA. OJAMB FRAME I� 2,588 0.625 T 5.75 225 6A 66 6C 6D CHANNELS �I 1.677 I� I 0.62 T 2 2A HEADER FRAME Qi� 4 1 2.588 2.25 � f 0.625 III 5.75 8E IVES 360 SURFACE BOLT 2.33" #14�MACHINE SCREWS ® o 22 23 24 REINFORCEMENTS 6 --�{ } 1.677 32.00' ®o 11 PEMKO 2100 THRESHOLD 5 16 INACTIVE LEAF ASTRAGAL 1.75 3.25 1.013 r Ifs 14 GA. 1.7' 0.5 21 REESE 353A DRIP CAP 25 L = FULL DOOR HEIGHT HC822 STEEL 'MULLION (ASTM A-560) I 313 • GA. NOTE: ALL DIMENSIONS SHOWN ARE IN INCHES. 1.75o j (012o°) 0.5�— VINYL 26 . MULLION REINF. REESE 353A ALUMINUM DRIP 1.50" CAP WITH VINYL FLAPAT HEADER (ALLOY 6063-T5) 2.50' doors frames 155 REPUBLIC M[KENZIE, DRIVE TN 38201 PH: (8W) 799-3667 F%: (731) 352-2556 [Y O� m M v u3kv C z �O' i2 ¢ z SLL W V REINFORCEMENT `Ll o H,c m 9A o m ¢ m 1156 v°° Q m�o Q . 5.679- � � 1 d ui WIL 1.626 i 0 5.75 m 6.358 6.5 Z i 5.679 H,^ v J z o r H 1.499 > + W Lu o - �—j E1. 4 0.75 1.156 wq mix mz -3 DWG#: u ROF012 SHEET: 11 of 11