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NOTES: <br /> 1. FOR GENERAL NOTES SEE XQ0.01. ?T MI <br /> 2. GRID LINE DIMENSIONS AND LABELS,COLUMN, 6NOHOWSH COUNTY POD <br /> BEAM,AND OTHER STRUCTURE LOCATIONS ARE 1EWAM VIA HSTSW <br /> 203 <br /> BASED ON THE ORIGINAL STRUCTURAL PLAN VIEW <br /> DRAWING,WASH BAY STRUCTURAL SET.PDF, <br /> CREATED BY HCI STEEL BUILDING SYSTEMS,INC. <br /> DATED JUNE 1,1997. GRAVITEC <br /> SYSTEMS INC, <br /> RD NW <br /> 3. DESIGN VALUES OF NEW STRUCTURES AND 2POUL680.WA98370 <br /> FASTENERS USED IN CONJUNCTION TO SUPPORT PHONE:206.780.289E <br /> FAX:206.780.2893 <br /> THE FALL PROTECTION SYSTEMS ARE OUTLINED IN <br /> THE GENERAL NOTES PAGE XQ0.01. <br /> 4. ALL OVERHEAD RIGID RAILS ARE TRUSSED TRACK. <br /> A.11.64 PLF <br /> 5. SUPPORT DISTANCES ARE SPECIFIED ON THE PLAN <br /> AND FOLLOWING DETAILS. <br /> A.SUPPORTS CAN BE LOCATED UP TO 12 INCHES(Ir;_yam os ozoza <br /> EITHER DIRECTION FROM THEIR ORIGINAL <br /> SPECIFIED LOCATION TO AVOID OBSTRUCTIONS. <br /> THE DESIGNER MUST BE NOTIFIED IF ANCHOR <br /> LOCATIONS NEED TO BE GREATER THAN 12 <br /> INCHES PRIOR TO INSTALL. <br /> B. MAXIMUM SUPPORT DISTANCES MUST NOT <br /> EXCEED 18 FT. <br /> C. MAXIMUM RAIL CANTILEVER IS 4.5 FT. <br /> 6. TORQUE VALUES FOR THE FOLLOWING BOLT <br /> DIAMETERS. <br /> A.1/2 INCH-66 FT-LBS <br /> 7. ALL HEX BOLTS FASTENING THE TOP HANGER <br /> BRACKETS,PERPENDICULAR FLUSH MOUNT <br /> HANGERS,AND LOWER HANGER BRACKETS MUST <br /> POINT DOWNWARD. <br /> 8. A MINIMUM OF THREE THREADS MUST EXTEND <br /> PAST THE HEX NUT <br /> 9. TORQUE SEAL IS APPLIED TO THE ADJACENT <br /> SURFACES OF THE OUTWARD THREADS AND HEX <br /> NUT SURFACES IS PREFERRED. <br /> Th �� �� ---1 NUT <br /> 10. WATER SUPPLY LINE AND OTHER OBSTRUCTIONS TO <br /> / -- 16'-21" / 17'-6" / 17'-6" / 16'-212" / FALL PROTECTION SYSTEM TO BE RELOCATED BY <br /> I I L. I I OTHERS. 1 <br /> x43.0z z8 <br /> N_ o 0 <br /> $ R <br /> o ] ti o <br /> 0 § § <br /> O <br /> O a = <br /> 2 <br /> 7 <br /> \ Sul / <br /> 99 ---- <br /> \ `,``� (Ej STR STL FRAME,TYP /\ <br /> (E)GRATING BELOW <br /> \ +i / ----- <br /> s� <br /> FLOOR-- SLOPE <br /> BLDG GORBEL F5005L BLDG <br /> EXIT SLOPE --FLOOR ENTRANCE <br /> r _ <br /> 1 f 1'-2"(VIF) -. ., ' 1'-2"(VIF) ! /, j <br /> \ <br /> / \ j p <br /> �/ o9 <br /> CV <br /> / 70'-0" / h CI co go, <br /> 3WNIll <br /> (E)CONC FLOOR BELOW CI ' �°w <br /> — E E h BUILDING IDENTIFIER <br /> - E3 <br /> (E)OUTLINE OFBUILDING I SEE,TME <br /> OVERALL <br /> BUILDING PLAN <br /> N <br /> LEAD: MIA <br /> u Z - <br /> GRAFTER: TAO <br /> DATE 0V10/2023 <br /> OOVERALL BUILDING PLAN ' SHEEPX42 t 00 <br /> SCALE:3/8"=1•-0" <br /> SHEET 3 Of 7 <br />