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<br /> � � � eattle,WA 98109
<br /> T 206 285 3026
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<br /> �P���' ` � �w � 1331 120Ih Avenue NE
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<br /> PLAN NOTES: LE6END: 5EI5MIG FORGE R�515TING 5Y5TEM LE6END: �j E'i�F? N s
<br /> 1. ROOF DEGKING SHALL BE 1 Y;'DEEP P92 6/55.01 ��� ����
<br /> 7.0.S T E E L TOP OF STEEL E(,�UUALS 80TTOM ►- MOMENT GONNEGTION PEft 22/55.02 DIAPNRAGM DIAPHRAGM AT THIS LEVEL CAN515T5 OF I t��»�� �`
<br /> 2. AT MEGHANIGAL PLATFORM PROJ�E 2"METAL DEGK W/3Y�"GONGRETE TOPPMG PER 18/55.01 EL.=x'_x" OF MEiAL DEGK 7HE FLOGR SLAB PER PLAN NOTES. i� Ov3G/n
<br /> �- HIGH LOAD LONNEGTION PER 4/5502 ,e„�:����.,,, I�
<br /> 3. PRQJIDE SiRRIGHT SLOPES BEfYVEEN ELEVArI0N5 5H01^Al. � SPAN DIREGTION OF ROOF DEGK BF_x BRAGED F�ME P@Z ELEYATIONS ON 55.05 I
<br /> (x) NUMBER OF SHEAR 51UD5 PER 22/55.01 ' pr;,,. ia NovtMeER.�uie � •
<br /> 4. JOIST MANUFAGTURER SHhLL DESIGN J015T5 FOft THE UNIFORM LINE LOADS M POUNDS PER LINEAK � DEGK b TOPPING PER PIAN NOTE 2 SiRUT DRAG STRUT OR GFIGRD GOMPONENT OF II
<br /> FOOT MDIGAiED ON PLAN(TOTAL LOAD,LNE LOAD)WHIGH INGWDE AN ALLONI�NGE FOR TNE G-x" AMOUNT OF GAMB82 REQUIRED THE SEISMiG FORGE RESISTING 5Y5TEM �oo N�� si�o�sa-oa
<br /> YVEIGHT OF THE J015T5..}JIST DE51GN HP5 TO INGLllDE AN ALLOYVANGE FOR�PSF OF HUNG LOADS � AT BEAM MID5PPu4 II
<br /> FROM THE BOiTOM GHORD OF ALL R�F J015T5.NOTE,THESE HUNG LOADS MAY NO? 18GA.ROOF DEGK PER 1255.01 Q 51RUT d 3x3x', oraw�,ey onm
<br /> NEGE55ARILY GOINGIDE WfT}1.1015T PANEL POINTS.J015T MANUFAG1lIRFR TO AL50 PROJIDE A (DJ DROPPED BEAM PER 34/55.03 � cne�ked ey: Rsr
<br /> LOAD PATH FOR THE LATERAL IAAD OF ALL HUNG ELEMENTS.IATERAL LOADS HAVE TO BE n�k TOTAL LOAD(KIPS) ______ KIGKER P�15/55.03 U.O.N.
<br /> iRANSFERRED TO iHE RCOF METAL DEGK M ORDFR TO GET DISiRI&JTED TO THE MAIN 5EI5MIG LL=xk WE LOAD(KIP5)
<br /> RE515T1NG FRAMES LOGAiED AT THE i'ERIMEIER.5EE GENERAI_SiRUG1URAL NOlE 38 AND 14/55.01 Drawinq N�
<br /> FOR ADDfTI0NA1 REQUIREMENTS. (xxx,�x) (TOTAL LOAD/LIYE LOAD)FOR J015T DE51GN i
<br /> M LBS.P52 FOOT. 5FE GENERnL STRUGNRAL
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<br /> rro�_Fazn�mowa�r�auir�M�rs. ����� FRAMING PLAN-ROOF
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<br /> � 5EE SGHEDULE OF 4/55.02 AT HIGH �� I
<br /> � LOADGONNEGTIONS �'��,,` o a-e' i6' 32' �I
<br /> o PERMIT
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