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HomeMy WebLinkAboutPLANS - M19-00104 - 1693 N 7th E - Helena Dry Fertilizer StorageF 1ECBA 2 3 4 5 6 B F 1 5 1 B F 1 5 1 AF150 AF150BIN #1800 TONSUREA@ 48#/CF B I N # 2 8 0 0 T O N S U R E A @ 4 8 # / C F B I N # 3 8 0 0 T O N S U R E A @ 4 8 # / C F B I N # 4 1 0 1 0 T O N S M A P @ 5 9 # / C F B I N # 5 1 0 3 0 T O N S A M S @ 6 0 # / C F SCALE:BUILDING FRMING PLAN3/32" = 1'-0" © HELENA AGRI-ENTERPRISES SUGAR CITY, ID AS NOTED F 1 0 0 . 0 0 1 0 / 2 3 / 1 9 R F S C S . W . I F P : 1 1 - 4 - 2 0 1 9 I F C : 1 1 - 1 3 - 2 0 1 9 S T U D W A L L N A I L I N G S C H E D U L E E C B A 4 F110.021 F110 3 F600 1 F110 3 F600 (3)-2x6 BLOCKING BETWEEN PURLINS, STAGGER TYPICAL (2)-2x12 (4)-16d END NAILS PER BLOCKING, TYP.PURLIN, TYP. (4)-12"Øx6" LAG SCREWS PER PURLIN, TYP. (12)-16d NAILS BETWEEN PURLINS (TYP) CUSTOM FABRICATED WIND BRACE (4) 1 2"Øx4" BOLT (2) 12"Øx6" BOLT 2 F110 1 2 3 4 5 6 SCALE: PURLIN PLAN 3/32"=1'-0" SCALE: SECTION @ WIND BRACE & PURLINS 3/4"=1'-0" 3 F110 SCALE: SECTION @ WIND BRACE 3/8"=1'-0" 1 F110 SCALE: WIND BRACE @ PURLINS 3/4"=1'-0" 2 F110 SCALE: SECTION @ ALLEY BEAM 1"=1'-0" 4 F110 MARK NOMINAL SPAN PURLIN LENGTH QUANTITY REMARK PL1 22'-0"21'-81 2"248 NO. 2 - 2X12 PL2 22'-0"21'-812"8 NO. 2 - 2X12 PL3 22'-0"21'-81 2"13 NO. 2 - 2X12 PL4 22'-0"21'-812"13 NO. 2 - 2X12 PL5 22'-0"21'-81 2"13 NO. 2 - 2X12 PL6 22'-0"21'-812"25 NO. 2 - 2X12 PL7 22'-0"21'-81 2"105 NO. 2 - 2X12 PL8 22'-0"21'-812"55 NO. 2 - 2X12 PL9 22'-0"21'-81 2"11 NO. 2 - 2X12 PL10 10'-8"10'-3"38 NO. 2 - 2X12 DATE:DESIGN: REVISIONS: CHECKED:DRAWN BY: SHEET NO. CO P Y R I G H T © AC A D D W G F I L E : SC A L E : 22 0 1 E . O a k S t r e e t A l g o n a , I o w a 5 0 5 1 1 P h o n e : ( 5 1 5 ) 2 9 5 - 3 1 1 0 F a x : ( 5 1 5 ) 2 9 5 - 2 0 0 2 HE L E N A A G R I - E N T E R P R I S E S SU G A R C I T Y , I D AS N O T E D F110.00 10/31/19RF SC S.W. IFP: 11-4-2019 IFC: 11-13-2019 PURLIN SCHEDULE BIFOLD DOOR 14' x 14' WALK DOOR 12 4 12 FINISHED FLOOR = 4908.358' T.O.WALER = 4924.358' CONVEYOR = 4942.858 PEAK = 4952.79' BACKWALL = 4914.358' 4 12 9 3 16 ECBA SCALE: SECTION A-A 3/16" = 1'-0" A F150.00 © HE L E N A A G R I - E N T E R P R I S E S SU G A R C I T Y , I D AS N O T E D F150.00 10/25/19RF SC S.W. IFP: 11-4-2019 IFC: 11-13-2019 BIFOLD DOOR 14' x 14' WALK DOOR 9 3 16 12 4 12 FINISHED FLOOR = 4908.358' T.O.WALER = 4924.358' CONVEYOR = 4942.858' PEAK = 4952.79' BACKWALL = 4914.358' WALK DOOR BIFOLD DOOR 16' x 16' FECBA SCALE: SECTION B-B 3/16"=1'-0" B F151.00 © HE L E N A A G R I - E N T E R P R I S E S SU G A R C I T Y , I D AS N O T E D F151.00 10/25/19RF SC S.W. IFP: 11-4-2019 IFC: 11-13-2019 1 F156 2 F156 1 F601 1 F157 3 F153 1 F650 4 F157 SCALE: CATWALK & CONVEYOR BEAMS - PLAN 3/16" = 1'-0" 1 2 3 4 5 6 B C D DATE:DESIGN: REVISIONS: CHECKED:DRAWN BY: SHEET NO. CO P Y R I G H T © AC A D D W G F I L E : SC A L E : 22 0 1 E . O a k S t r e e t A l g o n a , I o w a 5 0 5 1 1 P h o n e : ( 5 1 5 ) 2 9 5 - 3 1 1 0 F a x : ( 5 1 5 ) 2 9 5 - 2 0 0 2 HE L E N A A G R I - E N T E R P R I S E S SU G A R C I T Y , I D AS N O T E D F155.00 10/31/19RF SC S.W. IFP: 11-4-2019 IFC: 11-13-2019 2x 6 H A N G E R 2x 6 H A N G E R 2x 6 H A N G E R 2x 6 H A N G E R 2x 6 H A N G E R 8 F158 2 F158 5 F158 1 F158 6 F158 7 F158 4 F158 2 F158 3 F158 8 F158 2x6 BOARDS ON 2x12 BEAMS 3 4" T&G PLYWOOD ON CANTILEVERED JOISTS ALLEY 2x6 TOP RAIL ELECTRIC ROOM DOOR SCALE: CATWALK ACCESS - SECTION VIEW 1/4" = 1'-0" 1 F156 SCALE: ALLEY PIT STAIR SECTION 1/2" = 1'-0" 2 F156 SCALE: LOADOUT STAIR ACCESS SECTION 1/2" = 1'-0" 3 F156 B C E DATE:DESIGN: REVISIONS: CHECKED:DRAWN BY: SHEET NO. CO P Y R I G H T © AC A D D W G F I L E : SC A L E : 22 0 1 E . O a k S t r e e t A l g o n a , I o w a 5 0 5 1 1 P h o n e : ( 5 1 5 ) 2 9 5 - 3 1 1 0 F a x : ( 5 1 5 ) 2 9 5 - 2 0 0 2 HE L E N A A G R I - E N T E R P R I S E S SU G A R C I T Y , I D AS N O T E D F156.00 10/31/19RF SC S.W. IFP: 11-4-2019 IFC: 11-13-2019 ELECTRIC ROOM DOOR 2x6 BOX BEAM 2x12 2x 6 B O X B E A M CONCRETE PIT WALL 2x6 TOP RAIL AND POST2x6 SIDE RAIL 3 4" T&G PLY STAIR AT THE EDGE OF ELECTRICAL ROOM SEE 1/F156 FOR RAILING ALONG THE EDGE OF ELECTRICAL ROMM ROOF 1 F650 ALLEY PIT 7' - 0 " LA D D E R C A G E = 1 8 ' - 1 " LA N D I N G H E I G H T = 2 5 ' - 1 " 2x6 @ 24" O.C. STUD WALL 2x10 @ 8" O.C. STUD WALL 2x 6 H A N G E R 2x 6 H A N G E R 2x 6 H A N G E R 8 F158 3 F158 2 F158 2x 6 H A N G E R 1 F158 7 F1586 F158 2x4 VERTICAL CAGE 2x4 VERTICAL CAGE 2x4 CAGE @ 48" O.C. 2x4 CONT OVER OUTSIDE OF ALL RUNGS & BLOCK 2x4x812" BLOCKS BETWEEN RUNGS DBL 2x8 LADDER RAIL 2'-3" 2'-7" MAX. 9" TYP. 3'-514" OPEN TO BELOW FASTEN EACH HORIZONTAL CAGE MEMBER TO WALL W/ (3) 16d NAILS B SCALE: MEZZANINE OVER ELECTRICAL ROOM & WALLS STUD LAYOUT - 2x6 CONSTRUCTION 1/2" = 1'-0" 1 F157 DATE:DESIGN: REVISIONS: CHECKED:DRAWN BY: SHEET NO. CO P Y R I G H T © AC A D D W G F I L E : SC A L E : 22 0 1 E . O a k S t r e e t A l g o n a , I o w a 5 0 5 1 1 P h o n e : ( 5 1 5 ) 2 9 5 - 3 1 1 0 F a x : ( 5 1 5 ) 2 9 5 - 2 0 0 2 HE L E N A A G R I - E N T E R P R I S E S SU G A R C I T Y , I D AS N O T E D F157.00 10/31/19RF SC S.W. IFP: 11-4-2019 IFC: 11-13-2019 SCALE: CATWALK ACCESS STAIRS - SECTION VIEW 1/2" = 1'-0" 2 F157 SCALE: PLAN VIEW @ LADDER 1" = 1'-0" 3 F157 BC SCALE: SECTION 1" = 1'-0" 4 F157 2X6 DECKING (12)#10X3" SCREWS AT HANGER (4)-#10x3" WOOD SCREWS AT EACH 2X6 UPRIGHT 2x12 STRINGER 2X6 TOP AND SIDE RAILS ATTACH SWAY BRACE TO TRUSS W/ (8)-#10x3" SCREWS ADD WEB MEMBER IF NOT AT A TRUSS JOINT GLULAM BEAM 2x6 HANGER W/2x6 STIFF BACK FASTEN TO TRUSS WITH (8)-#10x3" SCREWS DBL. 2x6 SWAY BRACE EACH END OF LANDING, LAP SPLICES MIN. 4" ATTACH SWAY BRACE T STRINGER W/ SIMPSON L50 ATTACH SWAY BRACE TO BLOCKING W/ SIMPSON L50 EACH SIDE BLOCKING BETWEEN PURLINS FASTEN HANGER TO BEAM W/ (12) #10x3" SCREWS 2x6 HEADER, FASTEN TO TRUSS BOTTOM CHORD W/ SIMPSON H2.5. ADD A WEB MEMBER IF NOT NEXT TO A TRUSS JOINT FASTEN HANGER TO HEADER W/ (12) #10x3" SCREWS 13 4"x111 4" LVL STRINGER 2x6 HANGER, SEE CATWALK ACCESS ELEVATION FOR LOCATIONS 1134"x36" GRIP STRUT METAL STAIR TREAD FASTEN TO STRINGER WITH (2)-3 8"x21 2" GALVANIZED CARRIAGE BOLTS SIMPSON L50 ANGLE TO FASTEN STRINGER TO LANDING (12)-#10x3" WOOD SCREWS 2x12 LANDING 2x6 DECKING - FASTEN TO LANDING WITH (2)-#10x3" SCREWS EACH JOIST SCALE: DETAIL@ CATWALK 3/4" = 1'-0" 1 F158 SCALE: DETAIL @ STAIRS 1" = 1'-0" 6 F158 SCALE: DETAIL HANGER @ PURLIN 1" = 1'-0" 3 F158SCALE: SECTION @ CATWALK ACCESS STAIRS IN BIN 1" = 1'-0" 2 F158 SCALE: SECTION THRU CATWALK LANDING IN ALLEY WAY 1" = 1'-0" 5 F158 SCALE: DETAIL@ LANDING HANGER 1" = 1'-0" 7 F158 DATE:DESIGN: REVISIONS: CHECKED:DRAWN BY: SHEET NO. CO P Y R I G H T © AC A D D W G F I L E : SC A L E : 22 0 1 E . O a k S t r e e t A l g o n a , I o w a 5 0 5 1 1 P h o n e : ( 5 1 5 ) 2 9 5 - 3 1 1 0 F a x : ( 5 1 5 ) 2 9 5 - 2 0 0 2 HE L E N A A G R I - E N T E R P R I S E S SU G A R C I T Y , I D AS N O T E D F158.00 10/28/19RF SC S.W. IFP: 11-4-2019 IFC: 11-13-2019 SCALE: SECTION THRU CATWALK STAIRS IN ALLEY WAY 1" = 1'-0" 4 F158 SCALE: SECTION @ CATWALK ACCESS LANDING IN BIN 1" = 1'-0" 8 F158 3 F600 6 F301 TYP. 1 F302 1 F310 1 F311 1 F410 1 F411 1 F400 AB 1 LB 1 LB 1 AB 1 AB 1 AB 1 DB 1 AB 2 4 F301 5 F301 TYP.2 F301 1 F301 3 F600 7 F301 1 F310 1 C9 3 F411 SCALE: BIN & ALLEY WAY - FRAMING PLAN 1/8" = 1'-0" 1 2 3 4 5 6 A C D B DATE:DESIGN: REVISIONS: CHECKED:DRAWN BY: SHEET NO. CO P Y R I G H T © AC A D D W G F I L E : SC A L E : 22 0 1 E . O a k S t r e e t A l g o n a , I o w a 5 0 5 1 1 P h o n e : ( 5 1 5 ) 2 9 5 - 3 1 1 0 F a x : ( 5 1 5 ) 2 9 5 - 2 0 0 2 HE L E N A A G R I - E N T E R P R I S E S SU G A R C I T Y , I D AS N O T E D F300.00 10/31/19RF SC S.W. IFP: 11-4-2019 IFC: 11-13-2019 FLOOR TOP ELEV. = 4908.358' 1 A SLIDING GATE WITH 1/2" PLYWOOD EACH SIDE STATIONARY GATE WITH 1/2" PLYWOOD EACH SIDE DOUBLE 2x6 GATE BLOCK 2x10 BOX BELTING BRACKET WITH BELTING 3 4"Øx14" THREADED ROD WITH 4"x4"x14" PLATE, RECESS IN EXT. PLYWOOD DOUBLE 2x12 GATE BLOCK 716" ZIP BOARD ATTACH TO PURLINS WITH 8d NAILS @ 6" O.C. AT EDGES 12" O.C. FIELD 2x12 PURLINS @ 16" O.C. (1) BEVELED 2x8 + (1) 2x6 TOP PLATE. SEE SHEET F100 FOR NAILING REQUIREMENTS. 2x6 STUD @ 16" O.C. WITH (3) 2x8 B.U.C. @ BEAM LOCATIONS VINYL SIDING OVER 716" ZIP BOARD FLOOR TOP ELEV. = 4908.358' PIT TOP ELEV. = 4902.358' LOADOUT SLAB-ON-GRADE WHERE APPLICABLE SCALE: BIN WALL CORNER 1" = 1'-0" 1 F301.00 SCALE: WALL INTERSECTION 1" = 1'-0" 2 F301.00 SCALE: WALER CONNECTION DETAIL 1/2" = 1'-0" 3 F301.00 SCALE: BULKHEAD DETAIL #2 1/2" = 1'-0" 5 F301.00 SCALE: BULKHEAD DETAIL#1 1/2" = 1'-0" 4 F301.00 SCALE: SECTION THRU BACK WALL 1/2" = 1'-0" 6 F301.00 DATE:DESIGN: REVISIONS: CHECKED:DRAWN BY: SHEET NO. CO P Y R I G H T © AC A D D W G F I L E : SC A L E : 22 0 1 E . O a k S t r e e t A l g o n a , I o w a 5 0 5 1 1 P h o n e : ( 5 1 5 ) 2 9 5 - 3 1 1 0 F a x : ( 5 1 5 ) 2 9 5 - 2 0 0 2 HE L E N A A G R I - E N T E R P R I S E S SU G A R C I T Y , I D AS N O T E D F301.00 10/31/19RF SC S.W. IFP: 11-4-2019 IFC: 11-13-2019 SCALE: SECTION THRU FRONT WALL 1/2" = 1'-0" 7 F301.00