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<br /> .2 12/54
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<br /> INNEMINNEL
<br /> cv I I
<br /> , QUANTUM
<br /> „ ..,
<br /> CONSULTING ENGINEERS
<br /> ,.
<br /> 1511 THIRD AVENUE
<br /> 11 i i I
<br /> d I,------,,
<br /> SUITE 323
<br /> SEATTLE,WA 98101
<br /> C)- \ 11 t ti i ' ,, , .,.... _..... - .
<br /> : . ,
<br /> ,. TEL 206.957.3900
<br /> 1; ,
<br /> ,,
<br /> '. FAX 206.957.3901
<br /> www.quantumce.com
<br /> I I SEWN,FLOOR PLAN NOTES: LOV1 ROOF SNOW DRIFT PLAN NOTES%
<br /> ,, ,,!
<br /> ,
<br /> ,, 0 -', LEGEND:
<br /> ! I. SEE SHEETS 51.0,51.1 AND 51.2 FOR GENERAL STRUCTURAL NOTES AND 1. SNOW DRIFT SNOW LOADS ARE SHOWN IN ADDITION TO 20 PSF UNIFORM '-ii- 16 -r7-7-7-71- INDICATES 6"CMU WALL. SEE GENERAL
<br /> 1,T,,...=.=,= ,-,,,,,,,,,,,f,,,'--,'-"
<br /> ABBREVIATIONS. ROOF SNOW LOADS ON REMAINDER OF LOIN ROOF. ,,
<br /> ,, h NOTES AND DETAILS FOR REINFORCING
<br /> i! III 11 .. REQUIREMENTS I-
<br /> „.•• 0 0-, z
<br /> 1 2. TYPICAL LOIN ROOF DECK SHALL BE 20 GA x 11/2"DEEP'TYPE B STEEL 2. DE5I&N ROOF JOISTS FOR GOVERNING LOAD CASE USING SNOW LOADS i',,,,,==,,,,,,,,,,==',,,,,,, Cri,,,,,,===44.5=1 14,,,,,,,,,,7„,,,,11 444.,i'l======',,,,,,,,,==fil ,!
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<br /> 4 DECK,U.O.N.PER 2/55.3. THAT INCLUDE DRIFT LOADS(NOTE I)OR A UNIFORM 25 P5F SNOW LOAD 1:.? ii o
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<br /> 1 i i L , 4, ,, 1,' 0 0 INDICATES CONTINUOUS STEEL COLUMN 4_ •>--
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<br /> (WITHOUT DRIFT). • , li\-,/1 , :, 11 ,
<br /> , FROM BELOIN o
<br /> (3)
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<br /> I 11 3. TYPICAL COMPOSITE FLOOR SHALL BE 22"CONCRETE ON 20 GA x !I
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<br /> 1 1 3"DEEP TYPE W STEEL DECK,U.O.N.PER 2/55.2. S. ROOF DEAD LOAD EQUALS 12 P5F. ill
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<br /> I 4. SEE SHEET 55.0 FOR TYPICAL STEEL FRAMING DETAILS. 4. AVERAGE NET DESIGN WIND UPLIFT EQUALS 12 P5F. 1,,=====',,,,,,,,,4 1 Ct Z ! CL
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<br /> SCALEI/61 ,,,,-------------i ,
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<br /> i i I S2.2
<br /> ti-t 6816 Evergreen Way- B1206-014
<br /> 12104.01
<br />
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