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REPUBLIC DOORS AND FRAMES nepublic DL418 STEEL FLUSH DOOR doors frames INSTALLATION NOTES: GENERAL NOTES: STEEL DOOR CONSTRUCTION: 155 REPUBLIC I)AM )AL[ENM 7N 3820t 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND THE OVERALL PANEL THICKNESS IS I3/41NCH THICK.THE DOOR HINGE AND LOCK CHANNELS ARE 0.620"LEG M(800)799.3667 FX:T731)3522556 LOCATION SHOWN,UNLESS OTHERWISE STATED. MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING X 1.677"WIDE X 0.062"LEG X 94.875"AND ARE CONSTRUCTED FROM 16 GAUGE(0,053")COLD-ROLLED CODE,EXCLUDING HVHZ. STEEL THE DOOR TOP AND BOTTOM END CHANNELS ARE 0.620"LEG X 1.677"WIDE X 0.62"LEG X 47.563"AND a m 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE •ASTM E330-02 ARE CONSTRUCTED FROM 16 GAUGE(0.053")COLD-ROLLED STEEL THE DOOR SKINS/FACE SHEETS ARE O U# Y MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT •ASTM EI886.02105 CONSTRUCTED OF 18 GAUGE(0.045")COLD-ROLLED STEEL AND ATTACHED TO THE END,HINGE AND LOCK INSTALLATION. .ASTM E1996-03/08 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 2.375"WIDE X 4.5"LONG X V) Z l0 3.INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHINA 2.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X 0.132"THICK AND ARE CONSTRUCTED FROM 9 GAUGE(0.132°)COLD-ROLLED STEEL THE MORTISE DOOR IC) =d X TOLERANCE OF 21/161NCH OF THE DEPICTED LOCATION IN THE AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM LOCK REINFORCEMENTS ARE 1.677'X 6"X 14"AND ARE CONSTRUCTED FROM 14 GAUGE(0.072")FORMED k'Z u 2 ANCHOR LAYOUT DETAIL(I,E.,WITHOUT CONSIDERATION OF CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCTLL STEEL THE SURFACE BOLT REINFORCEMENTS ARE 1.677"X 6"X 18"AND ARE CONSTRUCTED FROM 14 GAUGE w u TOLERANCES).TOLERANCES ARE NOTCUMULATIVE FROM ONE LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER (0.072")FORMED STEEL.THE RIM EXIT REINFORCEMENTS ARE 1.677"X6"X14"AND ARE CONSTRUCTED W{yl Z¢ ¢� j; INSTALLATION ANCHOR TO THENEXT. OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. FROM 14 GAUGE(0.072")FORMED STEEL.THE SVR LOCK REINFORCEMENTS ARE 1.677"X 6-'X 93.625"AND F ~ m m ARE CONSTRUCTED FROM 14 GAUGE(0.072")FORMED STEEL.THE CLOSER REINFORCEMENTS ARE 1.677"X 6" V)Z � ¢ 4.FOR INSTALLATION INFORMATION AND ANCHOR LAYOUTS ON 3.1X OR 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO X 18"AND ARE CONSTRUCTED FROM 14 GAUGE(0.072")FORMED STEEL THE DEAD LOCK REINFORCEMENTS co '-' Lu J o IAMBS AND SILL,REFER TO SHEET 6. PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND .-. INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT ARE 3"X 2.5"AND ARE CONSTRUCTED FROM 16 GAUGE(FROM FORMED STEEL THE CYLINDRICAL LOCK a m w o iw REINFORCEMENTS ARE 3"%VES AND ARE CONSTRUCTED FROM 16 GAUGE HE TOP FORMED STEEL THE 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL OF RECORD FOR THE PROJECT OF INSTALLATION. FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK DOOR SURFACE BOLTS ARE INACTIVE MODEL 360 SURFACE BOLTS LOCATED AT THE TOP AND BOTTOM MEETING a m VENEER,AND SIDING. 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC EDGE CORNER OF THE INACTIVE LEAF, W AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC IF SITE FRAME CONSTRUCTION: ¢ to 6.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE CONDITIONS CAUSE INSTALLATION TO DEVIATE L] o MADE OF CORROSION RESISTANT MATERIAL OR HAVE A FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED THE DOOR FRAMES ARE CONSTRUCTED FROM 16 GAUGE(0.053")COLD-ROLLED STEEL.THE CORNERS ARE CORROSION RESISTANT COATING. ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT FOR NON-HVHZ AREA. MITERED KNOCK DOWN MECHANICALLY FASTENED.THE DOOR FRAME CORNER REINFORCEMENTS ARE co 7.FOR GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION KNOCK DOWN.THE DOOR FRAME HINGES ARE S.PARKER 4,5"%4.5"%0.134"FULL MORTISE BUTT-TYPE ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED 5.APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED STANDARD WEIGHT HINGES.THE DOOR FRAME HINGE REINFORCEMENTS ARE 7.50"LONG X 1.625"WIDE )COLD-ROLLED STEEL THE DOOR FRAME HEADER SLEEVE MIN. FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT AND ARE CONSTRUCTED OF 9 GAUGE(0. z to FACE SHELL OF BLOCK. RESISTANCE. REINFORCEMENTS ARE 5.6875"X 96"AND ARE CONSTRUCTED OF 14 GAUGE(0,072")FORMED STEEL THE k+ DOOR FRAME BASE ANCHORS ARE 1.875"X 1.875"AND ARE CONSTRUCTED OF 16 GAUGE(0.053")FORMED O o 8.INSTALLATION ANCHORS SHALL BE INSTALLED IN 6. FRAME MATERIAL:STEEL 16 GA.(0.053")MIN. STEEL.THE DOORFRAME MULLION REINFORCEMENTS ARE 5/8"BAR STOCK 4.0"X 1.5".THE DOORFRAME H Z j ACCORDANCE WITH ANCHOR MANUFACTURER'S FY MIN.45.7 KSI SURFACE BOLT REINFORCEMENTS ARE 1.5"X 1.5"3 GAUGE STEEL ANGLES. II^^ o INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE v/ O USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 7. DOOR MATERIAL:STEEL 18 GA.(0.045")MIN. ggqry v MINIMUM STRENGTH SPECIFIED BY THE ANCHOR FY MIN.43.9 KS1 TABLE OF CONTENTS MANUFACTURER. w v) 8. DESIGNATIONS X"STANDSFOR THEFOLLOWING: SHEET REVISION SHEET DESCRIPTION iv L w 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS X. OPERABLE PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ) A INSTALLATION&GENERAL NOTES FOLLOWING PROPERTIES: 9.STEEL COMPONENTS SHALL BE COATED OR PROVIDED WITH CORROSION 2 - SURFACE VERTICAL ROD ELEVATIONS&DETAILS A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. RESISTANCE PROTECTION IN CONFORMANCE WITH THE MATERIAL B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. PROTECTION PROVISIONS OF THE CURRENT FBC. 3 - RIM EXIT DEVICE ELEVATIONS&DETAILS 9 C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM 4 C-90&GROUT CONFORMS TO ASTM C 476.GROUT SHALL HAVE 10.ALTERNATE LOCKING AND OPERATING HARDWARE MAY BE USED SUCH 4 - CYLINDRICAL W/DEADLOCK ELEVATIONS&DETAILS ¢ MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. THEY ARE CURRENTLY APPROVED UNDER A SEPARATE APPROVAL INSTALLATION SHALL MAINTAIN THE MINIMUM REQUIREMENTS& 5 - MORTISE LOCK ELEVATIONS&DETAILS \\\\ O .�( a��77// R LIMITATIONS OF USE OF THE SEPARATE COMPONENT APPROVAL AND 6 _ ANCHOR LAYOUT \\lG!,." ...... THE DETAILS HEREIN.THE LESSER DESIGN PRESSURE AND RATING OF THE COMPONENT APPROVAL AND APPROVAL HEREIN SHALL GOVERN. 7 - VERTICAL SECTIONS O, r 8 - HORIZONTAL SECTIONS 9 - CORNER ASSEMBLIES&COMPONENTS ) 10 BILL OF MATERIALS �y�•.- DESIGN PRESSURE RATING 11 - COMPONENTS '��j�y. •RO \,�& O.A.SIZE/ R CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING Digitally signed by Hermes F Norero,P.E. v too,x 98" .60/-60 PSF Reason:I am approving this document 'o z� Y= (xx) SMALL&LARGE Date:2015.07.31 13:51:27-04'00' o o v Z E 52"X 98' -60/-60 PSF 'W/O WATER $ (X) INFILTRATION MISSILE *WHERE WATER INFILTRATION IS REQUrRED,UNIT SHALL BE rNSTALLED T DWG#: 40"X 66° IMPACT RATED PROTECTED BY AN OVERHANG SUCH TH T THE OVERHANG(OH)RATIO=OH LENGTH/HON R D F O 1 2 �) �314/-114 PSF HEIGHT IS>1 1 n SHEET: 1 of 11