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186972 Original to City Clerk ORDINANCE 18f;972 COUNCIL FILE NO. PRESENTED BY ORDINANCE NO. // `3C a On gross cross-sectional area of wall minus area of cavity between wythes (leaves). The allowable compressive stresses for cavity walls are based upon the assumption that the floor loads bear upon but 1cof the 2 wythes. When hollow walls are loaded concentrically, the allowable stresses may be increas- ed by 25 per cent. Section 8. That Section 9.08 (Masonry) be further amend- ed by deleting "Type A, B, or C" in sub-section 5 (7) c, and add in lieu thereof "Type Al, A2, B, or C"• Section 9. This ordinance is hereby declared to be an emergency ordinance rendered necessary for the preservation of the public peace, health, and safety. Section 10. This ordinance shall take effect and be in force upon its passage, approval, and publication. -3- APR 3 0 1958 Yeas Councilmen Nays Passed by the Council DeCourcy Holland Mortinson In Favor Peterson Rosen Against Winkel APR 3 0 1958 Mr.President (Dillon) y Approved: Attest: ,\ 0,411 1 �� City Clerk Mayor 12-57 mapx.8 PUBLISHEt). Dar to Printer 18i i972 ORDINANCE COUNCIL FILE NO. PRESENTED BY Bernard T. Holland ORDINANCE NO. /,/'` An ordinance amending Chapters 6 and 9 of the Saint Paul Legislative Code -- Eu`lding Construction. This is an emergency ordinance rendered necessary for the preservation of the public peace, health, and safety. TEE COUNCIL OF THE CITY OF SAINT PAUL INJFS ORDAIN: Section 1. That Chapter 6 of the Saint. Paul Legislative Code -- Means of Egress, be amended by adding a paragraph to 6.02 1 (Exit Way Defined) to be known as c. The standards "Building Exits Code" Fourteenth Edition, 1957 National Fire Protection Association, No. 101 shall be deemed to be generally accepted unless explicitly otherwise required. by this Code. Section 2. That Chapter 9 of the Saint Paul Legislative Code -- Building Code -- General Construction Requirements, be amended by deleting Table A in sub-section 3 a of section 9.08 (Masonry) and add in lieu thereof the following: TABLE A--COMPRESSIVE STRENGTH OF CUBE: FOR MORTAR TYPES Average Compressive Mortar Typea Strength at 28 Days psi A-1 . . . . 2500 A-2 1800 B 750 C T)50 D 75 Section 3. That Section 9.08 (Masonry) be further amended by deleting Table l3 in sub-section 3 b and add in lieu thereof the following Table B: TABLE B--MORTAR PROPORTIONS BY VOLUME Parts by Volume of Parts by Volume Parts by Volume Aggregate Measured Mortar Portland of of Hydrated Lime In a Damp Loose Type Cement Masonry Cement or Lime Putty Condition A-1 1 1 (type II) ... Not less than 4. 1 ... 1/4 and not more than 3 times the sum of A-2 1/2 1 (type II) ..0 the volumes of the 1 ... Over i• to z cements and lime used B ... 1 (type II) 1 ... Over z to 1* Yeas Councilmen Nays Passed by the Council DeCourcy Holland Mortinson Tn Favor Peterson Rosen Against Winkel Mr. President (Dillon) Approved: Attest: City Clerk Mayor 1M 12-57 8 Duplicate to Printer ORDINANCE 1869 COUNCIL FILE NO. 2 PRESENTED BY ORDINANCE NO. ///t `J a On gross cross-sectional area of wall minus area of cavity between wythes (leaves). The allowable compressive stresses for cr vita;" walls :ire based upon the assumption that the floor loads bear upon but 2. of the 2 wythes. '•?hen hollow walls are loaded concentrically, the allowable stresses may be increas- ed by 25 per cent. Section 8. That Section 9.08 (Masonry) be further amend- ed by deleting "Type A, B, or C" in sub-section 5 (7) c, and add in lieu thereof "Type Al, A2, B, or C". Section 9. This ordinance is hereby declared to be an ernergency ordinance rendered necessary for the preservation of the public peace, health, and safety. Section 10. This ordinance shall take effect and be in force upon its passage, approval, and publication. -3- APR 3° 1958 Yeas Councilmen Nays Passed by the Council DeCourcy Holland Mortinson Tn Favor Peterson Rosen Against Winkel Mr. President (Dillon) APR 3 0 1958 Approved: Attest: City Clerk Mayor 1M i2-57 c4Zoa 8 1.8f i972 9r ginal to City Clerk • CITY OF ST. PAUL COUNCIL NO. OFFIC OF THE CITY CLERK FILE NCIL SOLUTION—GENERAL FORM PRESENTED BY Bernard Holland COMMISSIONER DATE An ordinance amending Chapters 6 and 9 of the Saint Paul Legislative Code -- Building Construction. This is an emergency ordinance rendered necessary for the preservation of the public peace, health, and safe- ty. THE COUNCIL OF THE CITY OF SAINT PAUL DOES ORDAIN: Section 1. That Chapter 6 of the Saint Paul Legislative Code -- Means of Egress , be amended by adding a paragraph to 6.02 1 (Exit Way Defined) to be known as c . The standards "Building Exits Code" Fourteenth Edition, 1957 National Fire Protection Association, No. 101 shall be deemed to be generally accepted un- less explicitly otherwise required by this Code. Section 2. That Chapter 9 of the Saint Paul Legislative Code -- Building Code -- General Construction Requirements, be amended by deleting Table A in sub-section 3 a of Section 9.08 (Masonry) and add in lieu thereof the following: TABLE A--COMPRESSIVE STRENGTH OF CUBES FOR MORTAR TYPES Average Compressive Mortar Typea Strength at 28 Days psi A-1 2500 A-2 1800 B 750 C 350 D 75 COUNCILMEN Adopted by the Council 195_ Yeas Nays DeCourcy Holland Approved 195_Mar�itel}i In Favor Mortinson — —-- Peterson Mayor Against Rosen yy� Mr. President, Dillone 1 5M 2-57 2 Original to City Clerk • 1%972 COUNCIL FILE NO. PRESENTED BY Bernard T. Holland ORDINANCE NO. /,,if `�' • Council File No. 186972—Ordinance No. 11236—By Bernard T. Hol1anr..- ^dinance amer• ' "�.n; An ordinance amending Chapters 6 f.atr 9 of the Saint Paul legislative Code -- Building Construction. This is an emergency ordinance rendered necessary for the preservation of the public peace, health, and safety. THE COUNCIL OF THE CITY OF SAINT PAUL DOES ORDAIN: Section 1. That Chapter 6 of the Saint Paul Legislative Code -- Means of Egress, be amended by adding a paragraph to 6.02 1 (Exit Way Defined) to be known as c. The standards "Building Exits Code" Fourteenth Edition, 1957 National Fire Protection Association, No. 101 shall be deemed to be generally accepted unless explicitly otherwise required by this Code. Section 2. That Chapter 9 of the Saint Paul Legislative Code -- Building Code -- General Construction Requirements, be amended by deleting Table A in sub-section 3 a of Section 9.08 (Masonry) and add in lieu thereof the following: TABLE A--COMPRESSIVE STRENGTH OF CUBES FOR MORTAR TYPES Average Compressive 7 Mortar Typea Strength at 28 Days t psi A_1 2500 ■ A-2 1800 B 750 q C 350 ci_ D 75 Section 3. That Section 9.08 (Masonry) be further amended by deleting Table B in sub-section 3 b and add in lieu thereof the following Table B: TABLE B--MORTAR PROPORTIONS BY VOLUME Parts by Volume of Parts by Volume Parts by Volume Aggregate Measured Mortar Portland of of Hydrated Lime In a Damp Loose Type Cement Masonry Cement or Lime Putty Condition A-1 1 1 (type II) ... Not less than 24 1 ... 1/4 and not more than ••' 3 times the sum of A-2 1/2 1 (type II) the volumes of the 1 ... Over 4 to - cements and lime used B a.. 1 (type II) 1 ... Over 2 to 14 Yeas Councilmen Nays Passed by the Council DeCourcy Holland Mortinson in Favor Peterson Rosen Against Winkel Mr.President (Dillon) Approved: Attest: City Clerk Mayor 1M 12-57 S l Section 3. That Section 9.08 (Masonry) be further amend- ed by deleting Table B in sub-section 3 b and add in lieu thereof the following Table B TABLE B--MORTAR PROPORTIONS BY VOLUME Parts by Volume of Parts by Volume Parts by Volume Aggregate Measured Mortar Portland of of Hydrated Lime In a Damp Loose Type Cement Masonry Cement or Lime Putty Condition A-1 1 1 (type II) Not less than 24 1 . • • 1/4 and not more than 3 times the sum of A-2 1/2 1 (type II) . . the volumes of the 1 .. . Over toi to li cements and lime used B 1 (type II) 1 . . . Over l2 to 14 C 1 (type I or II . . . 1 . . . Over 14 to 2I6 D 1 . . . Over 21 to 4 Section 4. That Section 9.08 (Masonry) be further amend- ed by deleting "Type A cr B" in sub-section 3 e and add in lieu thereof "Type Al or A2" Section 5. That Section 9.08 (Masonry) be further amended by deleting "Type A, B or C" in sub-section 3 f and add in lieu thereof "Type Al, A2, or B" Section 6. That Section 9.08 (Masonry) be further amend- ed by deleting "Type A, B or C" in sub-section 3 g and add in lieu thereof "Type Al, A2 or B" Section 7. That Section 9.08 (Masonry) be further amend- ed by deleting Table C referred to in Sub-section 4 a, and add in lieu thereof the following new Table C: -2- 18697 TABLE C--ALLOWABLE COMPRESSIVE STRESSES IN UNIT MASONRY Allowable compressive stresses gro cross-sectional area (except as no Type Type A-1 A-2 Type B Type C Ty Construction; grade of unit Mortar Mortar Mortar Mortar Mo Solid masonry of brick and other solid units of clay or shale; sand- lime or concrete brick: psi psi psi psi pa 8,000 plus, psi 400 350 300 200 10 4,500 to 8,000, psi . . . . . . • 250 225 200 150 10 2,500 to 4,500, psi 175 160 140 110 7 1,500 to 2,500, psi . . . . • . . 125 115 100 75 5 Grouted solid masonry of brick and other solid units of clay or shale; sand-lime or concrete brick: 4,500 plus, psi . . . . . . . . . . 350 275 200 --- -- 2,500 to 4,500, psi . . . 275 215 155 --- -- 1,500 to 2,500, psi 225 175 125 --- -- Solid masonry of solid concrete masonry units: Grade A . • . . . . . . • . . * . • 175 160 140 100 GM 40, Grade B . . . . . . . . . . . . . . 125 115 100 75 ••■•MN Masonry of hollow units . . , . . . • 85 75 70 ___ -- Piers of hollow units, cellular spaces filled, as in Sec. 5.3 . . . . 105 95 90 --- -- Hollow walls (cavity or masonry bonded)a Solid units: Grade A or 2,500, psi plus . . . . 140 130 110 .. Grade B or 1,500 to 2,500 psi . . . 100 90 80 ___ -. Hollow units . . . . . . . . . . . 70 60 55 ... -. Stone ashlar masonry: Granite • . . . • 0 • • . . s 800 720 640 500 -- Limestone or marble • . . . . . • 500 450 400 325 -. Sandstone or cast stone • • ■ . • 400 360 320 250 WO 4 Rubble stone, coursed, rough or random . . 140 120 100 80 _. a On gross cross-sectional area of wall minus area of cavity between wyti (leaves) . The allowable compressive stresses for cavity walls are based the assumption that the floor loads bear upon but 1 of the 2 wythes. WhE hollow walls are loaded concentrically, the allowable stresses may be inc ed by 25 per cent. -3- % . Apiimoimpoops....... 0 \ 1 ,• April 7, 1958 ■, VRef: File 14049 1 � ' Hearing: Before City Council on tr\\5.) April 10, 1958, at 10:00 AM Purpose: To consider the application of Irving H. Tauer to enlarge his existing drive-in parking lot at 1321-1331 Arcade Street to accomodate 24 additional cars. WE, THE UNDERSIGNED TAXPAYERS, RESPECTFULLY REQUEST THE DENIAL OF THIS APPLICATION FOR THE FOLLOWING REASONS: 1. The excessive speed of some of the patrons of this drive-in has created a real hazard - not only to other drivers but to pedestrians and certainly to children in this area. 2. The noise, with disregard for the residents, that is made into the night, as well as the dust clouds from the use of the unkept alley. 1/4-J-214.( /- '77 ,47-" ,c-f-lei f/ f 4. _. , 7/._. e (i-e-ie___), /L-- f jj , /,22'--< _ 4_7_4 a„,, 7,,, ,....-' -,4Z«9,`,./.2R1 ,---Q, i i iv‘. ‘ va,. ‹, 620.--(._ � 1 d. ( 7-'r'-r,, � 3 7 1z r�/P-- ,.--,ter✓ 1 ??7/ a-i.r_c 44, , 7j/4r ) & 24/4 .q- , � � 7 ,. , A/a/o , t- r. r . U. 71) f�..4 1_, pis.•t' • 72e-P' -4.4',C7 A > 7t3 C . , (;, ,, , L. 1� lv L. ,�-/�t Ortibuil to City CIerk NO.18f (�/2 CITY OF ST. PAUL COUNCIL D,_ OFFICE OF THE CITY CLERK FILE COUNCIL RESOLUTION—GENERAL FORM PRESENTED BY COMMISSIONER DATF Section 8. That Section 9.08 (Masonry) be further amend- ed by deleting "Type A, B, or C" in sub-section 5 (7) 4, and add in lieu thereof "Type Al, A2, B, or C" Section 9. This ordinance is hereby declared to be an emergency ordinance rendered necessary for the preservation of the public peace, health, and safety. Section 10. This ordinance shall take effect and be in force upon its passage, approval, and publication. -4- COUNCILMEN Adopted by the Council APR151958. 195_ Yeas Nays DeCourcy APR 15 1958 Holland Approved 195- MersiteMh Tn Favor Mortinson ___erse_— y Mayor Against Rosen. c gr.Vioe Pli aonc (Peoawa) Duplicate to Printer 111)9P2 CITY OF ST. PAUL COUNCIL NO. OFFICE OF THE CITY CLERK FILE COUNCIL RESOLUTION—GENERAL FORM PRESENTED BY Bernard T. Holland COMMISSIONER DATE An ordinance amending Chapters 6 and 9 of the Saint Paul Legislative Code -- Building Construction. This is an emergency ordinance rendered necessary for the preservation of the public peace, health, and safe- ty. THE COUI'C IL OF THE CITY OF SAINT PAUL DOES ORDAIN: Section 1. That Chapter 6 of the Saint Paul Legislative Code -- Means of Egress, be amended by adding a paragraph to 6.02 1 (Exit Way Defined) to be known as c. The standards "Building Exits Code" Fourteenth Edition, 1957 National Fire Protection Association, No. 101 shall be deemed to be generally accepted un- less explicitly otherwise required by this Code. Section 2. That Chapter 9 of the Saint Paul Legislative Code -- Building Code -- General Construction Requirements, be amended by deleting Table A in sub-section 3 a of Section 9.08 (Masonry) and add in lieu thereof the following: TABLE A--COMPRESSIVE STRENGTH OF CUBES FOR MORTAR TYPES Average Compressive Mortar Typea Strength at 28 Days psi A-1 2500 A-2 1800 B 750 C 350 75 �� • COUNCILMEN Adopted by the Council 195_ Yeas Nays DeCourcy Holland Approved 195_ 1Vitwhitegi. In Favor Mortinson — -- Peterson Mayor Rosen �{1 Against Mr. President, Dillon el 5M 2-57 rya;" ,.,..2 I8(uo Duplicate to Printer .. CITY OF ST. PAUL FOE COUNCIL NO. OFFICE OF THE CITY CLERK COUNCIL RESOLUTION—GENERAL FORM PRESENTED BY COMMISSIONER DATE Section 8. That Section 9.08 (Masonry) be further amend- ed by deleting "Type A, B, or C" in sub-section 5 (7) c, and add in lieu thereof "Type Al, A2, B, or C" Section 9. This ordinance is hereby declared to be an emergency ordinance rendered necessary for the preservation of the public peace, health, and safety. Section 10. This ordinance shall take effect and be in force upon its passage, approval, and publication. -4- APR 15 1959 COUNCILMEN Adopted by the Council 195_ Yeas Nays DeCourcy APR 15 1958 Holland Approved 195_ 11�arzitelli In Favor Mortinson eta Mayor Rosen Against Winked . President, ion I8 f 972 Section 3. That Section 9008 (Masonry) be further amend-' ed by deleting Table B in sub-section 3 b and add in lieu thereof the following Table B: TABLE B--MORTAR PROPORTIONS BY VOLUME Parts by Volume of Parts by Volume Parts by Volume Aggregate Measured Mortar Portland of of Hydrated Lime In a Damp Loose Type Cement Masonry Cement or Lime Putty Condition A-1 1 1 (type II) . . ., Not less than 24 1 1/4, and not more than• 3 times the sum of A-2 1/2 1 (type II) the volumes of the 1 Over 4 to cements and lime• used B . i..• 1 (type II) - . . . , c , Over to 14. C . . , 1 (type I or II ,. 1 Over 14. to 2% D 1 Over 216 to 4. Section 4. That Section 9.08 (Masonry) be further amend- ed by deleting "Type A or B" in sub-section 3 e and add in lieu thereof "Type Al or A2" Section 5, That Section 9.08 (Masonry) be further amended by deleting "Type A, B or C" in sub-section 3 f and add in lieu thereof "Type Al, A2, or B" Section 6, That Section 9.08 (Masonry) be further amend- ed by deleting "Type A, B or C" in sub-section 3 g and add in lieu thereof "Type Al, A2 or B" Section 7. That Section 9.08 (Masonry), be further amend- ed by deleting Table C referred to in Sub-section 4 a, and add in lieu thereof the following new Table C: -2- 181i972 TABLE C--ALLOWABLE COMPRESSIVE STRESSES IN UNIT MASONRY Allowable compressive stresses gross cross-sectional area (except as noted) Type Type A-1 A-2 Type B Type C Type D Construction; grade of unit Mortar Mortar Mortar Mortar Mortar Solid masonry of brick and other solid units of clay or shale,; sand- lime or concrete brick ; psi psi psi psi psi 8,000 plus, psi 400 350 300 200 100 4,500 to 8,000, psi. 250 225 200 150 100 2,500 to 4,500, psi 175 160 140 110 75. 1,500 to 2,500, psi 125 115 100 75 50. Grouted solid masonry of brick and other solid units of clay or shale ; sand-lime or concrete brick : 4,500 plus, psi . . 350 275 200 --- --- 2,500 to 4,500, psi. 275 215 155 --- --- 1,500 to 2,500, psi . . . . . . . 225 175 125 --- --- Solid masonry of solid concrete masonry units : Grade A 175 160 140 100 --,- Grade B 125 115 100 75 -- Masonry of hollow units 85 75 70 --- --- Piers of hollow units, cellular spaces filled, as in Sec. 5.3 . . . . 105 95 90 --- --- Hollow walls (cavity or masonry bonded)a Solid units : Grade A or 2,500, psi plus . • . . 140 130 110 --- --- Grade B or 1,500 to 2,500 psi . . . 100 90 80 --- --- Hollow units . . . , . . . , . . 70 60 55 --- --- Stone ashlar masonry: Granite . . . . . . . . . . . . . . 800 720 640 500 - Limestone or marble • . . • . . • . 500 450 400 325 --- Sandstone or cast stone . . . . . 400 360 320 250 --- Rubble stone, coursed, rough or random . , 140 120 100 80 --- a On gross cross-sectional area of wall minus area of cavity between wythes (leaves) . The allowable compressive stresses for cavity walls are based upon the assumption that the floor loads bear upon but 1 of the 2 wythes. When hollow walls are loaded concentrically, the allowable stresses may be increas- ed by 25 per cent. -3- IS 072 C ... 1 (type I or II) .., //136 1 .,, Over 14 to 2i D 1 ,.4 Over 2i to 4 Section 44, That Section 9.08 (Masonry) be further amended by deleting "Type A or B" in sub-section 3 e and add in lieu thereof "Type Al or A2" Section 5. That Section 9.08 (Masonry) be further amended by deleting "Type A, B or C" in sub-section 3 f and add in lieu thereof "Type Al, A2, or B" Section 6. That Section 9,08 (Masonry) be further amended by deleting "Type A, B or C" in sub-section 3 g and add in lieu thereof "Type Al, A2 or B" Section 7. That Section 9.08 (Masonry) be further amended by deleting Table C referred to in Sub-section 4 a, and add in lieu thereof the following new Table C: TABLE C--ALLOWABLE COMPRESSIVE STRESSES IN UNIT MASONRY Allowable compressive stresses gross cross-sectional area (except as noted) Type Type A-1 A-2 Type B Type C Type D Construction; grade of unit Mortar Mortar Mortar Mortar Mortar Solid masonry of brick and other solid units of clay or shale; sand.- lime or concrete brick: psi psi psi as-Psi is psi , 8,000 plus, psi . . . . . . . . 400 350 300 200 100 4,500 to 8,000, psi , 250 225 200 150 100 ,. <<, 2,500 to 4,500, psi 175 160 140 110 75 1,500 to 2,500, psi 125 115 loo 75 5o Grouted solid masonry of brick and other solid units of clay or shale; s -lime or concrete brick: ,500 plus, psi . • . • 350 2?5 200 --- 2,500 to 4,500, psi 275 215 155 --- --- 1,500 to 2,500, psi 225 175 125 --- --- Solid masonry of solid concrete masonry units: Grade A . . 175 160 140 100 --- Grade B . . • 125 115 100 75 --- Masonry of hollow units 85 75 70 --- Piers of hollow units, cellular spaces filled, as in Sec. 5.3 , . . . 105 95 90 --- --- Hollow walls (cavity or masonry bonded)a Solid units: Grade A or 2,500, psi plus • . . . 140 130 110 --- Grade B or 1,500 to 2,500 psi . . . 100 90 80 --- -- Hollow units , . , . . . . , . . . 70 60 55 --- --- Stone ashlar masonry: Granite 800 720 640 500 --- Limestone or marble 500 450 400 325 -..- Sandstone or cast stone 400 360 320 250 - Rubble stone, coursed, rough or random . 140 120 100 80 --- 1[8i 72 C ... 1 (type I or ii) ..a //// ?,g(6 1 ... Over Ili: to2- D 1 ... Over 2i to 4 Section 4. That Section 9.08 (Masonry) be further amended by deleting "Type A or B" in sub-section 3 e and add in lieu thereof "Type Al or A2" Section 5. That Section 9.08 (Masonry) be further amended by deleting "Type A, B or C" in sub-section 3 f and add in lieu thereof "Type Al, A2, or B" Section 6. That Section 9.08 (Masonry) be further amended by deleting "Type A, B or C" in sub-section 3 g and add in lieu thereof "Type Al, A2 or B" Section 7. That Section 9.08 (Masonry) be further amended by deleting Table C referred to in Sub-section 4 a, and add in lieu thereof the following new Table C: TABLE C__ALUMABLE COMPRESSIVE STRESSES IN UNIT MASONRY Allowable compressive stresses gross cross-sectional area (except as noted) Type Type 1 A-2 Type B Type C Type D Construction; grade of unit Mortar Mortar Mortar Mortar Mortar Solid masonry of brick and other solid u4its of clay or shale; sand- lime or concrete brick: psi psi psi pepsi p psi 8,000 plus, psi . . 400 350 300 200 100 4,500 to 8,000, psi 250 225 200 150 100 2,500 to 4,500, psi • . 175 160 140 110 75 1,500 to 2,500, psi 125 115 100 75 50 Grouted solid masonry of brick and other solid units of clay or shale; sand-lime or concrete brick: 4,500 plus, psi 350 275 200 --- , --- 2,500 to 4,500, psi 275 215 155 --- - --- 1,500 to 2,500, psi 225 175 125 --- - ,- Solid masonry of solid concrete masonry units: Grade A 175 160 140 100 - Grade B • • . • 125 115 100 75 --- Masonry of hollow units a 85 75. 70 _■■ Piers of hollow units, cellular spaces filled, as in Sec. 5.3 . . . . 105 95 90 --- --- Hollow walls (cavity or masonry bonded)a Solid units: Grade A or 2,500, psi plus . . . , 140 130 110 --- --_ Grade B or 1,500 to 2,500 psi . . . 100 90 80 __- __- Hollow units , . , 70 60 55 --- --- Stone ashlar masonry: Granite . 800 720 640 500 • _-- Limestone or marble . 500 450 400 325 --- Sandstone or cast stone 400 360 320 250 Rubble stone, coursed, rough or . random . .° 140 120 100 80 --- 4.• is �`-' 2nd---,111Z.d Laid over to 3rd and app. Adopted 4/4'6) Yeas Nays Yeas Nays DeCourcy DeCourcy Holland Holland Mortinson / Mortinson Peterson / Peterson .JJ Rosen i kk W� u��� Mr. PrWesidee nt Dillon Mr. Pres3leni Dillon a 186972