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March 2000
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HPC Meeting Minutes 2000
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March 2000
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1/11/2019 1:16:22 PM
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6/8/2020 10:10:04 AM
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South Bend HPC
HPC Document Type
Minutes
BOLT Control Number
1001402
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Standard Door Specifications .4140.... 0 0 0 0 0 0........ <br />standard Hardware Preparation <br />LOCK PREPARATION: <br />1-3/4"(44) Doors Cylindrical, Gov't 161 ANSI 115.2 <br />Mortise, Gov't 86 ANSI 115.1 <br />1-3/8"(35) Doors Cylindrical, Gov't 160 ANSI 115.3 <br />Other lock preparations available when specified <br />HINGE PREPARATION: <br />1-3/4"(44) Doors 4-1/2"(114)x4-1/2"(114) standard/heavy <br />weight template hinges.) -1/2 pair on 6'8" <br />(2032), 7'0"(2134) and 7'2"(2184) doors. <br />2 pair on doors over 7'6"(2286). <br />1-3/8"(35) Doors 3-1/2"(89)0-1/2"(89) standard weight <br />template hinges. 1-1/2 pair on 7'0"(2134) <br />and 7'2"(2184) doors.t pair on 6'8"(2032) <br />doors. (1-1/2 pair on 6'8"(2032) fire rated <br />doors). <br />NOTE: When Govemment Series 861ock is used (ANSI A115.1) <br />dimension to center of lock is 3/8"(10) less than indicated. <br />Standard Hardware <br />�9FPq�F Locations <br />e <br />'•. yiy�F # o���Q� <br />• c •• r lOp�F�Op ���aO ��•'� <br />U <br />o= <br />Construction <br />RBP Series <br />1 <br />Full Flush (Hollers o t) <br />STRIKE FOR <br />(1.3/4'(44) end 1.3/8'(35)1 <br />KNOB LACKS <br />o :: <br />�5�.• .• <br />Z z <br />W <br />HANDLE SETS <br />ROLLER <br />" LATCHES <br />Minimum Gage = 20 2 <br />V EXIT DEVICES <br />DE 420 INSUL, DE 420 TEMP. RISE <br />(13/4'(44) Hyl 1 <br />u 4141 � • H/,y�F ..'�.:.:'f <br />e_ <br />H o <br />Standard Hinge Locations <br />41/2" x 41/2" Hinges <br />NOMINAL DOOR WIDTH i <br />It/a• 131 NET DOOR WIDTH 1�'1 t <br />g <br />U <br />!E o <br />tE <br />I; <br />FINISHED FLOOR <br />r-8'120321 OPG <br />r -M21341 OPG <br />7-r(2184) OPG <br />7-6`122861 OPG <br />r•1(`12388)OPG <br />I f.M2438) OPG <br />'1-10`13048) OPG <br />T <br />a <br />� � S <br />VA—A.k " <br />Baa! IIL <br />•-tee Y <br />NOTE: Any door other than 6r, 7 0' or 77' height, will have <br />5.10 -equal' hinge locations. Consult factory for exact locations. <br />SDI Classifications <br />Grade Model <br />Construction <br />RBP Series <br />1 <br />Full Flush (Hollers o t) <br />DWDE 820, DM/DE 420, DE818 <br />(1.3/4'(44) end 1.3/8'(35)1 <br />Full Flush (Composite) <br />DE420 INSUL, DE 420 TEMP. RISE <br />Stand Duty 2 <br />Seamless (HonrMM) <br />OWDE 820, DM/DE 420. DE 818 <br />Minimum Gage = 20 2 <br />Seamless (Composhe) <br />DE 420 INSUL, DE 420 TEMP. RISE <br />(13/4'(44) Hyl 1 <br />Ful Flush (Varies) <br />DM 418, DE 418, DS 418 <br />' I H" Duty 1 <br />Ful Flush (Cw9asite) <br />DE 418 INSUL, DE 418 TEMP. RISE <br />Minimum Gage =18 2 <br />Seamless (Varies) <br />DM 418, DE 418, DS 418 <br />2 <br />Seamless (Composite) <br />DE 418 INSUL, DE 418 TEMP. RISE <br />For Complete standard steel door construction <br />specifications and available sizes refer to <br />ANSI/SDI-100. Selection of the appropriate standard <br />steel door should be based on the following criteria: <br />1. Daily frequency of use (low, moderate, high). <br />2. Degree of stress. <br />3. Hardware requirements. <br />4. Conformance to local building codes. <br />5. Door fire code regulations. <br />6. Sound retardation and/or insulation requiremen . <br />7. Design and appearance. <br />8. Handicap access. <br />I. _ aa. ■ ■ 6i � <br />7 <br />0 <br />Bp <br />9 Mi <br />OF <br />181A <br />(1.3l4'(M) Only) 101A <br />Fal Rush (Varies) <br />Full Flush (Composite) <br />DE 416, DE 414, DS 416, DS 414 <br />DE 416 INSUL, DE 414 INSUL <br />Onb y �ooq $ <br />Extra Heavy ) 262A <br />Seamless (Varies) <br />DE 416, DE 414, DS 416, DS 414 <br />oFF <br />Minimum Gage =16262A <br />Seamless <br />DE 416 INSUL, DE 414 INSUL <br />tii <br />fF <br />(Composite) <br />......................................................... <br />0p��� <br />. <br />3 <br />..... ..��..... ..................................... <br />We 8 Rai (Flush Panel) <br />NOT AVAILABLE <br />.... "................ <br />For Complete standard steel door construction <br />specifications and available sizes refer to <br />ANSI/SDI-100. Selection of the appropriate standard <br />steel door should be based on the following criteria: <br />1. Daily frequency of use (low, moderate, high). <br />2. Degree of stress. <br />3. Hardware requirements. <br />4. Conformance to local building codes. <br />5. Door fire code regulations. <br />6. Sound retardation and/or insulation requiremen . <br />7. Design and appearance. <br />8. Handicap access. <br />I. _ aa. ■ ■ 6i � <br />7 <br />0 <br />
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