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HomeMy WebLinkAbout2020-07-29_070238 installation sheet 1 of 2INSTALLATION NOTES:. I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED, 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF11/16 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I. E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES OLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION INFORMATION AND ANCHOR LAYOUTS ON JAMBS AND SILL, REFER TO SHEET 6. S. 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. 8. 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 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 & GROUT CONFORMS TO ASTM C 476. GROUT SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. r of IL 1 DL418 STEEL FLUSH DOOR GENERAL NOTES:. STEEL DOOR CONSTRUCTION: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE,EXCLUDING HVHZ. . ASTM E330.02 • ASTM E1886-02/05 . ASTM E1996-03/08 2. ADEQUACY OF TH E EXISTING STRUCTURAL CONCRETE/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 RESPONSMIUTY 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. BUCK DESIGN 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 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT FOR NON-HVH2 AREA, 5,APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, 6. FRAME MATERIAL: STEEL 16 GA. (0.053") MIN. FY MIN. 45.7 KSI 7, DOOR MATERIAL: STEEL 18 GA. (0.045") MIN, FY MIN, 43.9 K51 8, DESIGNATIONS "X" STANDS FOR THE FOLLOWING: X.• OPERABLEPANEL 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/ SHEET REVISION SHEET DESCRIPTION CONFIGURATION DESIGN PRE55URE MISSILE IMPACT RATING 100" X 98" 3 - RIM EXIT DEVICE ELEVATIONS A DETAILS 4 - (XX) +60/-60 PSF "'W!O WATER SMALL & LARGE 52" X 98"+60l-60 PSF (X) 8 - INFILTRATION MISSILE IMPACT RATED 40" X 86" f0 - (X) +114/414 PSF COMPONENTS THE OVERALL PANEL THICKNESS IS 13/4 INCH THICK. THE DOOR HINGE AND LOCK CHANNELS ARE 0.620" LEG X 1.677" WIDE X 0.062" LEGX 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 15 GAUGE (0.053") COLD -ROLLED STEEL. THE DOOR SKINS / FACE SHEETS ARE CONSTRUCTED OF 18 GAUGE (0.045") COLD -ROLLED STEEL AND ATTACHED TO THE END, HINGE AND LOCK CHANNELS. 1"HE 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" X6" 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 4.5" 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 (0.053") 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. 155 0.EPU"LICDRIVE MKENZIE. TN 38281 PH: (8001799.3667 FX: (730352.2556 a Q TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 SURFACE VERTICAL ROD ELEVATIONS & DETAILS 3 - RIM EXIT DEVICE ELEVATIONS A DETAILS 4 - CYLINDRICAL W/ DEADLOCK ELEVATIONS & DETAILS 5 - MORTISE LOCK ELEVATIONS & DETAILS 6 - ANCHOR LAYOUT 7 - VERTICAL SECTIONS 8 - HORIZONTAL SECTIONS 9 - CORNER A55EMBLIE5&COMPONENTS f0 - BILL OF MATERIALS 21 - COMPONENTS 155 0.EPU"LICDRIVE MKENZIE. TN 38281 PH: (8001799.3667 FX: (730352.2556 a Q m C) d vYkv �Zu" �3 a F- U_ m V CZ J Lu J ¢ ¢s pmK LIiNZ m HWm WLU p pzK Z J LIC H n m W II-{ I -3 m 4P4 d M S vJ Z ;v" Digitally signed by Hermes F Norero, P E. Reason: I am approving this document Date: 2015.07,31 13:51:27 -04'00' o "WHERE WATER INFILTRATION 15 REQUIRED, UNIT SHALL BE INSTALLED AT A LOCATION PROTECTED BY AN OVERHANG SUCH THAT THE OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT I5>I * P - o", rr amzUI'H- :E vZ U W 1FO12 1 of 11 91 Ir U HE —2-001, Kol s0 91 A� U V S _ P L HE 8 8 B 8 7 ELEVATION DOUBLE SURFACE VERTICAL ROD (OUTSWING DOOR - INTERIOR VIEW) -` DETAM B INTERIOR DETAIL A GROUT FILLED 4 t EXTERIOR INTERiOR�` } 6U ao IN to tz EXTERIOR DETAIL A DETAIL B 82,00" MAX. UNIT WIDTH "TYPICAL HINGE LOCATIONS 2.00'48.00" MAX, PANEL WIDTH TaA 0,—» 96.00" 30.50"" MAX. E PANEL 56.00- t HINGE SCREWS ACTIVE 2.00" ELEVATION SINGLE SURFACE VERTICAL ROD (OUTSWING DOOR - INTERIOR VIEW) GROUT FILLED INTERIOR r-� OETAILC EXTERIOR INTERIOR tit t4 IB 9�A 60 � 4p tt LOCK 571LE EXTERIOR f DETAIL C t53 REPUBLIC ORtVE MCKENZIE. TN3820i PH(800)799-366> Fk.(731)352�2556 v/ Z Vk ? uj ¢q CD ° Z Z c H uZ DWG #: RI)Fo12 SHEET: 2 OF 11 UNIT WIDTH 'TYPICAL HINGE LOCATIONS 2,00" 48.00" MAX 48.00" MAX, PANEL WZbH TH PANEL WIDTH' 2 4 4 2 5.00* - _--- f E E 9� =--- 6 9 96.00' MAX. 30.50- t i 6C 60 UeE .7 f 9A 6C PANEL 56.00- HEIGHT ACTIVE I ACTIVE 8 .00" 9B t C 6p AX. @IT :GHT T Q M T 8b l0 20 i I 6 68 _ _ ____ ,_------- _.,___ —2-001, Kol s0 91 A� U V S _ P L HE 8 8 B 8 7 ELEVATION DOUBLE SURFACE VERTICAL ROD (OUTSWING DOOR - INTERIOR VIEW) -` DETAM B INTERIOR DETAIL A GROUT FILLED 4 t EXTERIOR INTERiOR�` } 6U ao IN to tz EXTERIOR DETAIL A DETAIL B 82,00" MAX. UNIT WIDTH "TYPICAL HINGE LOCATIONS 2.00'48.00" MAX, PANEL WIDTH TaA 0,—» 96.00" 30.50"" MAX. E PANEL 56.00- t HINGE SCREWS ACTIVE 2.00" ELEVATION SINGLE SURFACE VERTICAL ROD (OUTSWING DOOR - INTERIOR VIEW) GROUT FILLED INTERIOR r-� OETAILC EXTERIOR INTERIOR tit t4 IB 9�A 60 � 4p tt LOCK 571LE EXTERIOR f DETAIL C t53 REPUBLIC ORtVE MCKENZIE. TN3820i PH(800)799-366> Fk.(731)352�2556 v/ Z Vk ? uj ¢q CD ° Z Z c H uZ DWG #: RI)Fo12 SHEET: 2 OF 11 [ 96.00" MAX, PANEL- 5&00 100.00" MAX, UNIT WIDTH 4800" MAX 48.00" MAX PANELWrbTH PANELWIDT'H— 2.00" HC822 MULLION ACTIVE —A L_ ACTIVE 1 -TYPICAL HINGE LOCATION51 96=" 30 .50" MAX, PANEL 56.00" HEIGHT 8150" 98,)U' L MAX, UNIT HEIGHT (_T 828 MULLION CAP W/ (1) "SCREW A (4) 1,4.20 MACHINE SCREWS z ELEVATION DOUBLE ELEVATION SINGLE C) tigif — " z V4.00" HCF 2100 RIM EXIT DEVICE W/ HC822 MULLION (OUTSWING DOOR - INTERIOR VIEW) RIM EXIT DEVICE ll) 0" � (OUTSWING DOOR - INTERIOR VIEW) 3.5W lJ > RCK0822MULLION CAP DETAIL C INTERIOR DETAIL AL -11 — UJI Lu W/ (4)1/4 - 20 MACHINE I , —13.25" HCF 2100 INTERIOR DETAIL b ✓ 5.EWS HCF 2100 HCF 2100 (OPTIONAL) STRIKE W1 (2) 1/4 ?0 & (1)I 0 - 24 MACHINE HCBU STEEL MULLIONS A STM SCREW EXTERtok -A500 STEEL1.125" EXTERIOR 8OR GRADE HIGHER STPCN6; MARIAL) W/(4)1.20 SS FLAT----------- ":1 0 HEAD SCREWS 1,875" INTE T7 4 #12 HINGE SCREWS 0 EE z6 z5 14 14 FULL LENGTH r I 5 TEE, L .LLO' REINFORCEMENT r 1 tti'z (1018COLDMAWN- 2 I /2" X I 1/2'BARD0 STOCK 60 61) 10 1 16 6 I�D 10 9 ;17 54' 19 10 9B 60 9 MULLION STEEL BASE W1 LOCK STILE 00 (2) 3/8" X Z 1/4'HILTI EXTERIOR EXTERIOR z KWIK SOLT tr EXTERIOR 7r7 S - 103125" - EXPANSION ANCHORS W/ 1518' EMS. INTO CONCRETECI)I/4-20 HC822 MULLION DETAIL DETAIL B DETAIL C SET SCREW DETAIL D ROF012 1SHEET; 3 OF11 52 ' 00" MAX UNIT48.()OIDTH � a In do or§, frame—s MAX. PANEL WIDTH 2�GO` 155 REPVBL%CDRIVEMENME, TN 3820I M9 3 �_M9 3 ftL(SOM799 3 FX -(731)35Z.2! -- -- - - F 7 - CE m 0 z w 'c 6 b D _j LL 'x ACTIVE Lu L, C) Z m 98 98 '0 '0 z 'c Lu>< iJi 6w V 5 P L uj 'n LU 00 CE 8 8 8 8 \-7 828 MULLION CAP W/ (1) "SCREW A (4) 1,4.20 MACHINE SCREWS z ELEVATION DOUBLE ELEVATION SINGLE C) tigif — " z V4.00" HCF 2100 RIM EXIT DEVICE W/ HC822 MULLION (OUTSWING DOOR - INTERIOR VIEW) RIM EXIT DEVICE ll) 0" � (OUTSWING DOOR - INTERIOR VIEW) 3.5W lJ > RCK0822MULLION CAP DETAIL C INTERIOR DETAIL AL -11 — UJI Lu W/ (4)1/4 - 20 MACHINE I , —13.25" HCF 2100 INTERIOR DETAIL b ✓ 5.EWS HCF 2100 HCF 2100 (OPTIONAL) STRIKE W1 (2) 1/4 ?0 & (1)I 0 - 24 MACHINE HCBU STEEL MULLIONS A STM SCREW EXTERtok -A500 STEEL1.125" EXTERIOR 8OR GRADE HIGHER STPCN6; MARIAL) W/(4)1.20 SS FLAT----------- ":1 0 HEAD SCREWS 1,875" INTE T7 4 #12 HINGE SCREWS 0 EE z6 z5 14 14 FULL LENGTH r I 5 TEE, L .LLO' REINFORCEMENT r 1 tti'z (1018COLDMAWN- 2 I /2" X I 1/2'BARD0 STOCK 60 61) 10 1 16 6 I�D 10 9 ;17 54' 19 10 9B 60 9 MULLION STEEL BASE W1 LOCK STILE 00 (2) 3/8" X Z 1/4'HILTI EXTERIOR EXTERIOR z KWIK SOLT tr EXTERIOR 7r7 S - 103125" - EXPANSION ANCHORS W/ 1518' EMS. INTO CONCRETECI)I/4-20 HC822 MULLION DETAIL DETAIL B DETAIL C SET SCREW DETAIL D ROF012 1SHEET; 3 OF11 91 h U HE _ 100,00" MAX. UNIT WIDTH *TYPIcaL HINGE LocaTloNs 48.00"7MAX.48.00"MAX.2.00"-�- ^--PANEL TH PA(N�EL WIDTH2.00" 2 _��. I BE Y 96.00" 30.50 - MAX i 0.50"•MAX. a- PANEL 56,0011"° ACTIVE /"R-,\ Ili i INACTIVE ELEVATION DOUBLE CYLINDRICAL LOCK WITH DEADLOCK (OUTSWfNG DOOR - INTERIOR VIEW) -� DET ilLC INTERIOR '-.-. DETAM B GROUTFILLED iam\ EXTERIOR DETAIL B 52.00" MAX, UNIT WIDTH *TVPIcgL HINGE LacaTIONs 2. 00" � — 48.00" MAX, 2 00" � PANEL �W}IDTH `;' ( f 96,6'I '30.50"* MAX. C - PANEL 56,00"* �\ EXTERIOR r 4 DETAIL C ACTIVE ELEVATION SINGLE CYLINDRICAL LOCK WITH DEADBOLT (OUTSWING DOOR - INTERIOR VIEW) GROUT FILLED DETAIL b INTERIOR EXTERIOR HINGE SCREWS �,.��yINTERIOR L9D `'`""' LOCK STILE EXTERIOR r DETAIL D 155 REM f2LIC DRIVE MCKENZIE. TN 38201 Nfl800)799-3667 FX:(734)352-2556 d V M Y S ¢¢ H>o � oQ u 3m azo x ams V O 4 W .fD m W m (LU F' H� HHm a U) 41 0.1 H Lu d < a LY HCI Z F' © Ine M x fJJ r a V) Z Q F-1 z M LV N o CO T ��T-,,,, VG #: RDF412 IEET: 4 o f 11 100.00" MAX. UNIT WIDTH *TYPICAL HINGE LOeATIONS� 2.00"—� .-7PANEL .00"MAX. 48 OW MAX. ff �W}IDTH ---.�. PANEL WIDTH2'00" .. Y � 8E � V� 96,00" MAX, PANEL ACTIVE III I INACTIVE ELEVATION DOUBLE MORTISE LOCK WITH DEADLOCK (OUTSWING DOOR -INTERIOR VIEW) -V� OETAFIb INTERIOR6ETAILC T INTERIOR t tt EXTERIOR DETAIL C 52.00" MAX. �--UNIT WIDTH `TYPICAL HINGE LOCATIONS 2 00" 48.00" MAX. 2,00". PANEL WIDTH 96:00" 130.50'* MAX. (�i — PANEL �� n",* DETAIL D HINGE SCREWS ACTIVE ELEVATION SINGLE MORTISE LOCK WITH DEADLOCK (OUTSWING DOOR - INTERIOR VIEW) INTERIOR /— bETAIL6 EXTERIOR r�"YhiYC6' DETAIL E 155 *PVAUC MVE macN2IE.T 38201 PNP N {800)797-3667 FX,(731)352.25% z M Q z N Q � L1 O F QQZ UJ W C W-0 CY zMm v N 0 Q 6ZH rn 07 U wog m 10 LU w F- a 0 co Z Y z Q F a = Z OF JJ