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HomeMy WebLinkAbout123 W Huntington Dr - 2024 - Hilton Hotel Building C StairsTe k l a s t r u c t u r e s EMBED LOCATION PLAN @ STAIR#1 BLDG. C ( REF.: A/CS2.1 )( TOP OF STEEL ELEV. = AS NOTED ) SECTION (REF.; 7/CS2.9)A B -B 1 0.6 C.3 C C23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 EM101 EMBED LOCATION PLAN @ STAIR#1 BLDG C 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 08/25/2023Released For ApprovalA PE 2 03/08/2024Released For Re-ApprovalB PE 3 06/07/2024Released For Re-ApprovalC PE 3'-4 34/ O.H. 121APL12/"X12 X 1'-0EMBED_PLATE(T.O.S. EL. = 0 ) 121APL12/"X12 X 1'-0EMBED_PLATE(T.O.S. EL. = 0 ) 6 9'-6A A 6 VERIFY IN FIELD UP (EL. = -0'-0) 9'-8 1'-6 1 8/ 7'-11 7 8/ 31 2/ 3'-10 1 2/ 4'-1 3 8/ 6'-3 14/ 6 66 6 2'-9 34/7 C12X20.7(STAIR ) 2 5116/MK.; SEE PLANPL12/"X12 x 1'-0(EMBED_PLATE ) W/4 -34/"Ø x 0'-8 WELDED HEADEDSTUD@ 8" OC CONC. SLABL3X3X38/(ANGLE ) B 8 EL . S E E P L A N 2 12/ VERIFY IN FIELD 8 3716/412/ C12X20.7(STAIR ) L3X3X38/(ANGLE ) MK.; SEE PLANPL12/"X12 x 1'-0(EMBED_PLATE ) 12/ 2-34/Ø A325N BOLT 8 44 STATEMENT OF GENERAL CONFORMANCE FOR PROJECTS WHICH UTILIZE "DEFERRED SUBMITTAL" PLANS, INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY OTHER LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS, NOT UNDER RESPONSIBLE CHARGE/DIRECTION OF THE DESIGNATED ARCHITECT/ENGINEER OF RECORD (CITY PERMIT NO. _____________________________________) o THE DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET o THIS DRAWING, PAGE OF SPECIFICATIONS/CALCULATIONS HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. IT HAS BEEN EXAMINED BY ME FOR: 1.DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT SPECIFICATIONS PREPARED BY ME, AND 2.COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT. THE STATEMENT OF GENERAL CONFORMANCE SHALL NOT BE CONSTRUED AS RELIEVING ME, OR THE PERSON UNDER WHOSE DIRECT SUPERVISION THESE DOCUMENTS WERE PREPARED, OF OUR RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE. I CERTIFY THAT: ALL DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET THIS DRAWING OR PAGE IS/ARE IN GENERAL CONFORMANCE AND HAVE BEEN COORDINATED SIGNATURE DATE ARCHITECT / ENGINEER IN GENERAL RESPONSIBLE CHARGE OR DELEGATED STRUCTURAL ENGINEER PRINT NAME LICENSE NUMBER EXPIRATION XX X Kenneth D. O'Dell 2024-07-09 S4101 - California 6/30/2025 X 2024-06-10 Kevin Sund2024-07-10 07/15/2024 CITY OF ARCADIA DEVELOPMENT SERVICES DIVISION APPROVED By Subject to field inspection approval. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any City Ordinance, State Law or Recognized Standard __________________________EP 07/16/2024 Te k l a s t r u c t u r e s EMBED LOCATION PLAN @ STAIR#2 BLDG. C ( REF.: A/CS2.1 ) ( TOP OF STEEL ELEV. = AS NOTED ) SECTION (REF.; 7/CS2.9)A B -B C.3 C 13 13.4 AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL C23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 EM102 EMBED LOCATION PLAN @ STAIR#2 BLDG C 06/10/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/10/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com 1 08/25/2023Released For ApprovalA PE 2 03/08/2024Released For Re-ApprovalB PE 3 06/10/2024Released For Re-ApprovalC PE DIMENSIONS IF ACCEPTABLE. PLEASE VERIFY CLOUDED APPROVER: 125APL12/"X12 X 1'-0EMBED_PLATE(T.O.S. EL. = 0 ) UP 6 (EL. = 0'-0) 125APL12/"X12 X 1'-0EMBED_PLATE(T.O.S. EL. = 0 ) C12X20.7 ( STRINGER ) C12X20.7 ( STRINGER ) A A O.H. 2'-934/ 6 6 312/ 9' - 6 9'-8 3' - 1 0 12/ 1' - 2 58/ 8' - 3 38/ 6'-314/7 6 6 6 12/ B C12X20.7(STAIR ) 2 CONC. SLAB L3X3X38/(ANGLE ) 8 W/4 -34/"Ø x 0'-8 WELDED HEADEDSTUD@ 8" OC 2 312/5 MK.; SEE PLANPL12/"X12 x 1'-0(EMBED_PLATE ) 312/ EL . S E E P L A N 8 L3X3X38/(ANGLE ) 4 C12X20.7(STAIR ) 12/ 8 2-34/Ø A325N BOLT@ 5" O.C. WELD HEAD TOEMBED MK.; SEE PLANPL12/"X12 x 1'-0(EMBED_PLATE ) W/2 (3"x1316/") SLOTS HLS. 412/ 4 07/15/2024 Te k l a s t r u c t u r e s STAIR #1 FRAMING LOCATION PLAN LEVEL 1 @ BLDG. C(REF.; 1/A6.01)STAIR #1 FRAMING LOCATION PLAN LEVEL 2 @ BLDG. C(REF.; 2/A6.01) 0.5 0.5 C.4 C.4 1 1 0.6 0.6 C C 0.5 0.5 0.6 0.6 1 1 C.4 C.4 C.3 C.3 C C BACK OF CHANNEL BACK OF CHANNEL J23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1000 STAIR #1 FRAMING LOCATION PLAN @ BLDG. C 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com DIMENSIONS IF ACCEPTABLE. PLEASE VERIFY ALL CLOUDED APPROVER: AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 11/30/2023Updated Drawings D PE 5 12/04/2023Updated Drawings Per Latest CommentsE PE 6 02/23/2024Released For Re-ApprovalF PE 7 03/26/2024Released For Re-ApprovalG PE 8 05/03/2024Released For Re-ApprovalH PE 9 06/07/2024Released For Re-ApprovalJ PE 1' - 3 18/ W18X55(E)_COLUMN C12X20.7 (STRINGER) 1' - 3 12/ 1'- 0 2 K 1' - 0 3'-612/ 10 ' - 5 EL. = 0'-0 17 2 2 A MC 8 X 2 2 . 8 3'- 1 0 12/ 17 2 1 A C1 2 X 2 0 . 7 1701A STAIR 1726APL18/"X40 14/LANDING_PLATE 3' - 1 0 12/ BA C K O F S T R I N G E R 5 BA C K O F S T R I N G E R UP 3 1'- 0 HSS6X6X14/COLUMN HSS6X6X14/COLUMN PL12/"X12EMBED_PLATE PL12/"X12EMBED_PLATE C12X20.7 (STRINGER) 18/ 1' - 0 18/ 1' - 0 8397AL4X4X14/ANGLE_BRACE 11 ' - 1 8398AL3X3X14/ANGLE_BRACE 9'-8 T.O. LANDING C12X20.7 (STRINGER) 1702A STAIR C12X20.7 (STRINGER) C12X20.7 (STRINGER) C12X20.7 (STRINGER) 17 5 0 A HS S 1 2 X 6 X 38/ BE A M 1718APL18/"X40 516/LANDING_PLATE 1737AL3X2X38/ 1737AL3X2X38/ A BME1007 C ME1006 ME1007 4' - 2 1' - 5 12/ 312/ 1715AL4X4X38/(7-REQ'D) L2X2X14/ 3'-034/ 918/ STUD WALL 312/ STUD WALL EL. = 5'-11 1' - 0 38/ 10 TREADS @ 11" =9'-2 14/ L2X2X14/ 1' - 4 18/ 8396AL3X3X14/ANGLE_BRACE 12 TREADS @ 11"= 11'-0 5'-658/ 14/ 8397AL4X4X14/ANGLE_BRACE 14/ 12/ 1' - 2 58/ 4'-958/ 4' - 2 516 / 734/ ME1030 (TYP.) 3'-2 7'-1038/ 7'-1038/ 1' - 0 1' - 0 1' - 4 38/ 14/ 4'-758/ 2'-934/ 3'-414/9 4'- 2 12/ 1'- 1 12/ 8' - 1 1 34/ 10 58/ 1'-3 4' - 2 516 / 918/ 234/ 2' - 1 58/ 8396AL3X3X14/ANGLE_BRACE (E ) B E A M 2'- 1 58/ 1716AL4X4X38/(7-REQ'D) 3 ME1013 C12X20.7 (STRINGER) 534/ 3'-034/ ME1007 C12X20.7 (STRINGER) 1729A L3X3X14/(TYP. @ 4 PLACES) 1' - 4 18/ EL. = 19'-112/ 8397AL4X4X14/ANGLE_BRACE 1745A PL14/"X3 18/(TYP. @ 4 PLACES) 14/4'-314/ STUD WALL ME1006 C12X20.7 (STRINGER) 1703A STAIR 8397AL4X4X14/ANGLE_BRACE ME1013 C12X20.7 (STRINGER) 1744A L3X3X38/(TYP. @ 4 PLACES) 18/ 8433AL3X3X14/ANGLE_BRACE K UP C12X20.7 (STRINGER) 12/ 2'-934/ 1' - 0 1'- 0 3'-612/ 4'- 2 516 / 4'-958/ G LEVEL 2 3 T.O. LANDING HSS6X6X14/COLUMN HSS6X6X14/COLUMN DN ME1030 C12X20.7 (STRINGER) 13 8 8 A MC 1 2 X 1 0 . 6 (B E A M ) 1737AL3X2X38/ 1719AWT7X30.5BEAM (E ) _ B E A M 8402AL4X4X14/ 8402AL4X4X14/ (TYP.) 5'-658/ 1'- 2 18/ ME1030 1' - 6 18/ 10 ' - 5 B C12X20.7 (STRINGER) 1736APL18/"X40 716/LANDING_PLATE 1731APL18/"X40 716/LANDING_PLATE 12 TREADS @ 11"= 11'-0 1702A STAIR1704ASTAIR C12X20.7 (STRINGER) 10 TREADS @ 11"= 9'-2 A C ME1007 17 2 2 A MC 8 X 2 2 . 8 9'-8 1799AL4X4X14/ 7'-1038/ L2X2X14/ 1102A W14X22 BEAM L2X2X14/ STUD WALL 84 0 3 A C1 2 X 2 0 . 7 CH A N N E L 17 2 5 A HS S 1 2 X 6 X 38/ BE A M 1' - 1 12/ 1' - 3 12/ 1737AL3X2X38/ 1'- 5 12/ (E)_BEAM 1'-3 A B ME1030 14/ 5 1799AL4X4X14/ TYP. U.N. 1'-5 H H ME1030 3'- 1 0 12/ 1' - 3 18/ 1755AL3X3X14/ 11 ' - 1 1' - 0 18/ EL. = 12'-11 1'-434/ 10 TREADS @ 11"=9'-2 1'-034/4 4' - 2 516 / 14/ 918/ 1' - 0 38/ 1' - 0 1' - 0 1'- 0 1' - 0 1'- 4 38/ 4'-758/ 918/ 12/ 3'- 1 0 12/ 734/ BA C K O F S T R I N G E R BA C K O F S T R I N G E R 734/ 2' - 1 58/ 1' - 4 14/ 1'-1034/ 1'-52 07/15/2024 Te k l a s t r u c t u r e s STAIR #1 FRAMING LOCATION PLAN ROOF @ BLDG. C(REF.; 4 & 7/A6.01) STAIR #1 FRAMING LOCATION PLAN LEVEL 3 @ BLDG. C(REF.; 3/A6.01) C C C.3 C.3 C.4 C.4 1 1 0.6 0.6 0.5 0.5 C.4 C.4 C.3 C.3 0.5 0.5 C C 1 1 0.6 0.6 (BACK OF CHANNEL) (BACK OF CHANNEL) (BACK OF CHANNEL) J23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1001 STAIR #1 FRAMING LOCATION PLAN @ BLDG. C 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 11/30/2023Updated Drawings D PE 5 12/04/2023Updated Drawings Per Latest CommentsE PE 6 02/23/2024Released For Re-ApprovalF PE 7 03/26/2024Released For Re-ApprovalG PE 8 05/03/2024Released For Re-ApprovalH PE 9 06/07/2024Released For Re-ApprovalJ PE DIMENSIONS IF ACCEPTABLE. PLEASE VERIFY ALL CLOUDED APPROVER: 734/ 1737AL3X2X38/ EL. = 39'-4DN 10 TREADS @ 11"= 9'-2 918/ 1' - 4 38/ 1706A STAIR 13 TREADS @ 11"= 11'-11 1' - 0 C 3'-612/ (B A C K O F S T R I N G E R ) 12/ 1010AHSS6X6X14/COLUMN T.O. LANDING 1736APL18/"X40 716/LANDING_PLATE 1001AHSS6X6X14/COLUMN 1733APL18/"X40 716/LANDING_PLATE (ROOF) C12X20.7(STRINGER) 17 5 4 A HS S 1 2 X 6 X 38/ BE A M W1 8 X 3 5 (B E A M ) 1101A W14X22 BEAM 11 1 4 A W1 4 X 2 2 (B E A M ) 17 8 9 A C1 2 X 2 0 . 7 CH A N N E L 1722AMC8X22.8CHANNEL 1737AL3X2X38/ C12X20.7 (STRINGER)C12X20.7 (STRINGER) 5 (B A C K O F S T R I N G E R ) C12X20.7 (STRINGER) 1705A STAIR C12X20.7 (STRINGER) STUD WALL C12X20.7 (STRINGER) 4 BME1007 AME1006 C 3'-614/ ME1007 1716AL4X4X38/(7-REQ'D) 4'-758/ (O.H.) 4' - 2 516 / ME1013 14/ F 14/ STUD WALL L2X2X14/ 18/ L2X2X14/ 1' - 2 18/ 916 / 1'- 0 18/ 4'-758/ EL. = 31'-534/ 3' - 1 0 12/ 4' - 2 516 / (E) BEAM ME1013 ME1013 D F ME1013 3 3'-614/ 3'-612/ 3' - 1 0 12/ 11 ' - 1 1' - 6 18/ 1' - 3 18/ 918/ 7'-1038/ 9'-83'-034/4'-958/ 10 ' - 5 1' - 0 38/ 1' - 0 1' - 0 1'- 0 1' - 0 1'- 0 918/ 1' - 4 18/ 14/ 1134/ 14/ 4 2 1737AL3X2X38/ 1'-5 17 1 9 A WT 7 X 3 0 . 5 T.O. LANDING 1722AMC8X22.8CHANNEL 916 / 4'-758/ C12X20.7 (STRINGER) 3 17 8 9 A C1 2 X 2 0 . 7 CH A N N E L 1733APL18/"X40 716/LANDING_PLATE 3' - 1 0 12/ 1' - 4 38/ C12X20.7 (STRINGER) 4 1' - 0 1' - 1 12/ H (E ) B E A M (B A C K O F S T R I N G E R ) 8399A L4X4X14/ANGLE_BRACE 918/ 2' - 1 58/ 4 8399A L4X4X14/ANGLE_BRACE A ME1007 10 ' - 5 ME1013 10 TREADS @ 11"=9'-2 13 8 9 A MC 1 2 X 1 0 . 6 (B E A M ) STUD WALL ME1030 DN ME1030 HSS6X6X14/COLUMN C12X20.7 (STRINGER) 1'- 0 ME1007 1'- 3 12/ C C12X20.7 (STRINGER) 1719AWT7X30.5 5 14/ 3' - 1 0 12/ A G 4'-758/ 13 TREADS @ 11"= 11'-11 10 TREADS @ 11"= 9'-2 (B A C K O F S T R I N G E R ) 1' - 2 18/ B UP EL. = 25'-4 LEVEL 3 HSS6X6X14/COLUMN 1736APL18/"X40 716/LANDING_PLATE 1737AL3X2X38/ 1705A STAIR 1'-1134/ 8401AL4X4X14/ANGLE_BRACE C12X20.7 (STRINGER) C12X20.7 (STRINGER) C12X20.7 (STRINGER) 1706A STAIR ME1006 C12X20.7 (STRINGER) 734/ 1704A STAIR 17 2 7 A PL 14/ "X 1 2 14/ 1103A W14X22 (BEAM) (E ) B E A M 1716AL4X4X38/(7-REQ'D) 918/ 2 1'-4 1'-5 L2X2X14/ L2X2X14/ 17 5 4 A HS S 1 2 X 6 X 38/ BE A M EL. = 31'-534/ (E)BEAM B ME1013 1' - 0 38/ 1744A L3X3X38/(TYP. @ 4 PLACES) 1745A PL14/"X3 18/(TYP. @ 4 PLACES) 8401AL4X4X14/ANGLE_BRACE 8513A L3X3X14/ANGLE_BRACE(TYP. @ 4 PLACES) TYP.ME1030 U.N. H ME1030 1' - 4 14/ 8512AL3X3X14/ANGLE_BRACE K(TYP.) WA L L 1' - 6 18/ 11 ' - 1 9'-83'-034/4'-958/ 7'-1038/ 1' - 0 1' - 0 1'- 0 1' - 0 1' - 3 18/ 4' - 2 516 / 18/ 4' - 2 516 / 734/ 2'- 1 58/ 2' - 1 58/12/ 3'-614/ 14/ 1'- 0 18/ 1' - 4 18/ 14/ 734/ 1' - 5 12/ 3'-612/ 3'-834/ 3'-434/4 3'-834/ 1'-1134/ 2 07/15/2024 Te k l a s t r u c t u r e s STAIR #2 FRAMING LOCATION PLAN LEVEL 1 @ BLDG. C(REF.: 1/ A6.02) STAIR #2 FRAMING LOCATION PLAN LEVEL 2 @ BLDG. C(REF.: 2/ A6.02) C.4 13 13.513.4 C.3 C C C.3 13.51313.4 C.4 BA C K O F C H A N N E L LA N D I N G P L . BACK OF CHANNEL LANDING BA C K O F C H A N N E L LANDING PLATE LA N D I N G P L . I23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1002 STAIR #2 FRAMING LOCATION PLAN 06/10/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/10/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 11/30/2023Updated Drawings D PE 5 12/04/2023Updated Drawings Per Latest CommentsE PE 6 02/23/2024Released For Re-ApprovalF PE 7 03/26/2024Released For Re-ApprovalG PE 8 05/17/2024Released For Re-ApprovalH PE 9 06/10/2024Released For Re-ApprovalI PE DIMENSIONS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: 11 TREADS @ 11" =10'-1 1738APL18/"X42 716/LANDING_PLATE 1' - 4 38/ 1734AL3X2X38/ 17 4 0 A HS S 1 2 X 6 X 38/ ( BE A M ) T.O. LANDING HSS6X6X14/COLUMN 9'-8 CME1009 1' - 2 58/ C12X20.7 (STRINGER) STUD WALL 1' - 3 18/ 312/ 12/ 1' - 0 18/ 312/ 1' - 0 1' - 0 ME1030 1' - 6 18/ (EL.+0') L2X2X14/ 1734AL3X2X38/ 1709A (STAIR )UP 918/ 918/ UP 1710A (STAIR ) 1738APL18/"X42 716/LANDING_PLATE HSS6X6X14/COLUMN1723AMC8X22.8CHANNEL 11 TREADS @ 11" = 10'-1 17 2 4 A C1 2 X 2 0 . 7 ( CH A N N E L ) LEVEL 1 10 58/ AME1008 BME1009 C12X20.7 (STRINGER) C12X20.7 (STRINGER) 8511AL4X4X38/(7-REQ'D) C12X20.7 (STRINGER) STUD WALL 2'-934/ L2X2X14/ 1' - 0 (TYP.) (EL.+6'-512/) 3'-814/ 1' - 4 18/ 838/ K 10 ' - 8 5 8' - 4 34/ 14/ 14/ BA C K O F S T R I N G E R 1' - 0 38/ 1' - 0 1' - 0 1' - 0 4' - 2 14/ 4' - 2 918/ 4'-1158/3'-034/ 12/ 734/ 4 14/ 3'-812/ 4'-958/ 4'-012/ 9' - 6 1' - 7 BA C K O F S T R I N G E R 3 3' - 1 0 12/ 3' - 1 0 12/ 8' - 1 1 34/ 8' - 3 38/ 4'-958/ C12X20.7 (STRINGER) 14/ STUD WALL 1'-212/ (EL.+19'-112/) UP 1710A(STAIR ) 2' - 1 0 116 / 4 1926A L3X3X38/(TYP. @ 4 PLACES)1723AMC8X22.8 C12X20.7 (STRINGER) 1' - 7 1' - 0 38/ LEVEL 2 1712A (STAIR ) 3'-638/ 1' - 6 18/ 734/ 918/ CME1009 C12X20.7 (STRINGER) 1' - 0 1720AWT7X30.5BEAM UP HSS6X6X14/COLUMN 312/ HSS6X6X14/COLUMN 11 TREADS @ 11" = 10'-1 10 TREADS @ 11" = 9'-2 T.O. LANDING 12 2 8 A MC 1 2 X 1 0 . 6 (B E A M ) 1734AL3X2X38/ 1711A (STAIR ) DN 17 5 3 A C1 2 X 2 0 . 7 ( CH A N N E L ) 1734AL3X2X38/ A AME1008 BME1009 (EL.+12'-11 ) C12X20.7 (STRINGER) C12X20.7(STRINGER) C12X20.7(STRINGER) 8511AL4X4X38/(7-REQ'D) STUD WALL 17 4 1 A HS S 1 2 X 6 X 38/ ( BE A M ) 1819A PL14/"X3(TYP. @ 4 PLACES) 14/ L2X2X14/ L2X2X14/ 8501APL18/"X42 716/LANDING_PLATE 8430APL18/"X42 38/LANDING_PLATE 1' - 0 ME1030 ME1030 J 8516 / 8510APL14/"X9 14/BENT_PLATE (E)_BEAM (E)_BEAM ME1013 ME1013 B W1 2 X 2 6 ( (E ) _ B E A M ) G TYP.ME1030 U.N. J ME1030 BA C K O F S T R I N G E R 1' - 4 12/ 12/ K(TYP.) 4 10 58/ 9'-8 2'-534/ 1' - 0 18/ 8' - 1 1 34/ 3'-434/ BA C K O F S T R I N G E R 9' - 1 78/ 5 1' - 2 58/ 1' - 0 1' - 0 1' - 0 1' - 0 1' - 4 38/ 1' - 4 18/ 14/ 4'-1158/3'-034/ 8' - 4 34/ 3'-834/ 3' - 1 0 12/ 3' - 1 0 12/ 10 TREADS @ 11" =9'-2 2'-934/ 4' - 2 14/ 4' - 2 2' - 0 1' - 5 78/ 38/ 312/ 2'-214/ 10 ' - 2 38/ 4'-958/ 4'-958/ 178/ 918/3'-812/4 9' - 6 4 07/15/2024 Te k l a s t r u c t u r e s STAIR #2 FRAMING LOCATION PLAN LEVEL 3 @ BLDG. C(REF.: 3/A6.02) STAIR #2 FRAMING LOCATION PLAN ROOF @ BLDG. C(REF.: 4 & 7A6.02) 13 13.4 13.5 C.4 C.3 C C.4 C.3 13.4 13.513 C BA C K O F C H A N N E L BACK OF CHANNEL LA N D I N G P L . BA C K O F C H A N N E L LA N D I N G P L . I23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1003 STAIR #2 FRAMING LOCATION PLAN 06/10/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/10/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 11/30/2023Updated Drawings D PE 5 12/04/2023Updated Drawings Per Latest CommentsE PE 6 02/23/2024Released For Re-ApprovalF PE 7 03/26/2024Released For Re-ApprovalG PE 8 05/17/2024Released For Re-ApprovalH PE 9 06/10/2024Released For Re-ApprovalI PE DIMENSIONS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: 14/ 13 9 8 A MC 1 2 X 1 0 . 6 (B E A M ) 3' - 1 0 12/ 4'-758/ 3'-438/ 1' - 3 12/ STUD WALL C12X20.7 (STRINGER) 8431AL3X3X14/ H 1712A(STAIR ) HSS6X6X14/COLUMN CME1009 1' - 0 1714A(STAIR ) (EL.+ 31'-9 ) 4'-1158/ ME1013 178/ 1717AL4X4X38/(7-REQ'D) BA C K O F S T R I N G E R 1926A L3X3X38/ANGLE (TYP. @ 4 PLACES) AME1008 DN 8433AL3X3X14/ G B 1734AL3X2X38/ 1' - 0 38/ 1' - 2 58/ 1713A (STAIR )2' - 0 UP HS S 1 2 X 6 X 38/ ( BE A M ) 8427AMC8X22.8 HSS6X6X14/COLUMN 12 TREADS @ 11" = 11'-0 1798AWT7X30.5BEAM 1732APL14/"X13 34/BENT_PLATE 10 TREADS @ 11" = 9'-2 2'-214/ 1734AL3X2X38/ 1728AL4X4X14/ UP (EL.+25'-4 ) LEVEL 3 T.O. LANDING 2'-734/ BME1009 C12X20.7 (STRINGER) 1' - 0 C12X20.7(STRINGER) C12X20.7 (STRINGER) C12X20.7 (STRINGER) C12X20.7(STRINGER) 1271A W14X22 BEAM 1819A PL14/"X3(TYP. @ 4 PLACES) 512/ 1730AL3X3X14/ L2X2X14/1' - 4 38/ L2X2X14/ 3'-034/ ME1030 1' - 4 12/ 12/ ME1030 14/ 1739APL18/"X40 38/LANDING_PLATE 8428APL18/"X40 716/LANDING_PLATE (TYP.) 2'-214/ (E)BEAMA 5 ME1013STUD WALL 1730AL3X3X14/ W1 2 X 2 6 (E ) B E A M ) TYP.ME1030 U.N. 1730A L3X3X14/ANGLE_BRACE H ME1030 918/ 14/ 84 2 9 A C1 2 X 2 0 . 7 CH A N N E L ) 3'-612/ 9'-8 312/ 8432AL4X4X14/ 8433AL3X3X14/ K9' - 6 10 TREADS @ 11" =9'-2 1' - 7 1' - 4 18/ 4 2'-1134/ 1'-3 BA C K O F S T R I N G E R 1' - 0 1' - 0 1' - 0 1' - 0 4'-458/ 3'-834/ 1'-612/ 14/ 1' - 0 18/ 4' - 2 4' - 2 8' - 4 34/ 1' - 6 18/ 9' - 1 78/ 1' - 3 12/ 8516 / 2' - 1 0 116 / 1' - 5 78/ 8' - 1 1 34/ 10 58/ 312/ 734/ 3' - 1 0 12/ 12/ 5'-658/ 918/ 1' - 0 UP 1' - 2 58/ 14/ 1' - 0 C12X20.7 (STRINGER)12/ 3'-612/ 84 2 9 A C1 2 X 2 0 . 7 ( CH A N N E L ) 8' - 4 34/ 14/ 12/ (E) BEAM C 1713A (STAIR ) 1' - 0 14/ 4 L2X2X14/ 918/ 9' - 6 178/ 10 TREADS @ 11" = 9'-2 3' - 1 0 12/ HSS6X6X14/COLUMN HSS6X6X14/COLUMN DN. C12X20.7 (STRINGER) CME1009 1714A (STAIR ) 8427AMC8X22.8 1717AL4X4X38/(7-REQ'D) 1734AL3X2X38/ 1734AL3X2X38/ (EL.+ 31'-9 ) T.O. LANDING (EL.+ 39'-4 ) ROOF AME1008 4'-758/ C12X20.7 (STRINGER) C12X20.7 (STRINGER) BME1009 ME1013 STUD WALL STUD WALL L2X2X14/ F 1' - 3 12/ 4'-1158/ 1739APL18/"X40 38/LANDING_PLATE BA C K O F S T R I N G E R 1' - 0 38/ 5'-658/ 8428APL18/"X40 716/LANDING_PLATE 12 6 7 A W1 4 X 2 2 ( BE A M ) 3' - 1 0 12/ BA C K O F S T R I N G E R ME1013 D ME1013 1272A W14X22 (BEAM )F ME1013 (O.H.) 1' - 4 38/ 918/ 10 58/ 9'-8 8432AL4X4X14/ 8431AL3X3X14/ 8433AL3X3X14/ K ME1030 (TYP.) 1' - 7 2'-034/ 1' - 0 1' - 0 1' - 0 1' - 4 18/ 14/ 1' - 6 18/ 9' - 1 78/ 5 4' - 2 4' - 2 1' - 0 18/ 8' - 1 1 34/ 1' - 3 12/ 12 TREADS @ 11" =11'-0 312/ 734/ 312/ 3'-034/ 918/1'-3 3'-612/ 3'-438/ 07/15/2024 Te k l a s t r u c t u r e s STAIR #3 FRAMING LOCATION PLAN(REF.: 6/ A6.03) C.4 C.3 7.5 7.5 D AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL F23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1004 STAIR #3 FRAMING LOCATION PLAN 03/26/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 03/26/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com DIMENSIONS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: 1 08/17/2023Released For ApprovalA PE 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 12/04/2023Updated DrawingsD PE 5 02/23/2024Released For Re-ApprovalE PE 6 03/26/2024Released For Re-ApprovalF PE PL12/"X12(EMBED_PLATE ) BASEMENT (EL.-12'-0 ) 21 ' - 9 AME1010 C1 2 X 2 0 . 7 ST R I N G E R UP LEVEL 1 AME1010 2'-038/ PL12/"X12(EMBED_PLATE ) MC12X10.6 (BEAM ) STUD WALL C1 2 X 2 0 . 7 ST R I N G E R 5'-558/ 2'-378/ 17 0 7 A ST A I R 1' - 7 12/ (EL.0') 312/ (OPP.) 2' - 3 23 ' - 4 2'-1014/ BACK OF STRINGER 3 21 T R E A D S @ 1 1 " = 1 9 ' - 3 3'-514/ 12/ 3'-134/ 2'-1 07/15/2024 Te k l a s t r u c t u r e s STAIR #4 FRAMING LOCATION PLAN(REF.: 5/ A6.03) 8.5 B F23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1005 STAIR #4 FRAMING LOCATION PLAN 03/26/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 03/26/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 08/17/2023Released For ApprovalA PE 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 12/04/2023Updated DrawingsD PE 5 02/23/2024Released For Re-ApprovalE PE 6 03/26/2024Released For Re-ApprovalF PE DIMENSIONS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: (EL.-12'-0 ) LEVEL 1 C1 2 X 2 0 . 7 (S T R I N G E R ) AME1011 BASEMENT (OPP.) 17 0 8 A ( ST A I R ) UP 1735AMC12X10.6 (CHANNEL ) C1 2 X 2 0 . 7 (S T R I N G E R ) PL12/"X12(EMBED_PLATE )PL12/"X12(EMBED_PLATE ) PL12/"X12(PLATE ) AME1011 PL12/"X12(PLATE ) (EL.0') 12/ 4'-078/ 14/ 19 ' - 8 34/ BACK OF STRINGER 2 0 T R E A D S @ 1 1 " = 1 8 ' - 4 1' - 4 34/ 934/ 758/3'-514/ 312/2'-1014/312/ 1' - 0 3 / 4 " 07/15/2024 Te k l a s t r u c t u r e s ELEVATIONAME1000ME1001 1 0.50.6 BACK OF CHANNEL BACK OF CHANNEL N O S I N G L I N E (T Y P . ) H23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1006 ELEVATION 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 08/17/2023Released For ApprovalA PE 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 12/04/2023Updated Drawings Per Latest CommentsD PE 5 02/23/2024Released For Re-ApprovalE PE 6 03/26/2024Released For Re-ApprovalF PE 7 05/03/2024Released For Re-ApprovalG PE 8 06/07/2024Released For Re-ApprovalH PE DIMENSIONS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: 14/ DET.3 ME1012 1722AMC8X22.8CHANNEL MK.; SEE PLANL4X4X38/ 1744AL3X3X38/ANGLE 918/ 6'- 2 12/14/ 3'-034/ 2'-334/ 4 4 5'-658/ 7116 / 12 634/ 2'-934/ 1745APL14/"X3 18/PLATE (B/S) 1745APL14/"X3 18/PLATE (B/S) 4'-758/ 611 16 / 13 TREADS @ 11"=11'-11 6' - 1 34/ 11 W.P EL - 0 W.P W12X26(E)BEAM DET.2ME1012 W.P 1726APL18/"X40 14/LANDING_PLATE 10 TREADS @ 11"=9'-2 T. O . L A N D I N G 1722AMC8X22.8CHANNEL 6716 / 10 R I S E R S @ 6 34/ (+ 14/ )= 5 ' - 7 34/ 1750AHSS12X6X38/BEAM 1'-1034/ 3'-834/ 1705A C12X20.7 STAIR 3'-614/ 1389AMC12X10.6CHANNEL LE V E L 2 1134/ CONC. SLAB W.P 9'-8 1701A C12X20.7 STAIR 10 R I S E R S @ 6 34/ (+ 14/ )= 5 ' - 7 34/ 4'-958/ 1754AHSS12X6X38/BEAM 170 4 A C12 X 2 0 . 7 STA I R W.P MK.; SEE PLANL4X4X38/ 10 R I S E R S @ 6 11 16 / ( + 316 / ) = 5 ' - 7 116 / 170 6 A C12 X 2 0 . 7 STA I R 12 TREADS @ 11"=11'-0 10 TREADS @ 11"=9'-2 918/ 1'-634/ 1789AC12X20.7CHANNEL 4'-758/ EL 3 9 ' - 4 (TYP.)(O.H.) 14/ 5'-658/ 1703A C12X20.7 STAIR 4 3'-612/ LE V E L 1 T. O . L A N D I N G LE V E L 3 T. O . L A N D I N G RO O F 170 2 A C12 X 2 0 . 7 STA I R MK.; SEE PLANL4X4X38/ W14X22BEAM W.P W.P W.P W.P W.P W.P W.P (TYP.)(O.H.) 1388AMC12X10.6CHANNEL 1727APL14/"X12 14/BENT_PLATE 1722AMC8X22.8CHANNEL 8403AC12X20.7CHANNEL 1736APL18/"X40 716/LANDING_PLATE 1736APL18/"X40 716/LANDING_PLATE DET.1 ME1012 DET.4 ME1012 (TYP.)(O.H.) (TYP.) 4'-758/ DET.5ME1012 DET.6ME1012 W12X26(E)_BEAM 1729AL3X3X14/ANGLE_BRACE 8402AL4X4X14/ANGLE_BRACE 8512AL3X3X14/ANGLE_BRACE 8401AL4X4X14/ANGLE_BRACE (O.H.)(TYP.) 4 3'-614/ 3 -916/"Ø HLS, 1725AHSS12X6X38/BEAM 1721AC12X20.7CHANNEL CONC. SLAB 1719AWT7X30.5BEAM 1719AWT7X30.5BEAM 1'-1134/1744AL3X3X38/ANGLE 3'-614/ 14 ' - 0 738/ 12 12 R I S E R S @ 6 716 / (+ 516 / )= 6 ' - 5 916 / 3'-612/ 738/ 12 1'-5 1'-434/1'-5 1'-034/ 2'-934/10 TREADS @ 11"=9'-2 1'-3 3'-612/918/ 2 12 ' - 5 12 ' - 1 1 EL 5 ' - 1 1 7'- 1 0 14/ 6' - 2 12/ 7'- 0 5' - 1 1 6716 / 10 R I S E R S @ 6 716 / (+ 316 / )= 5 ' - 4 916 / 738/ 12 634/ 634/ 13 R I S E R S @ 6 34/ ( - 14/ ) = 7 ' - 3 12/ 7116 / 12 1'-3 4'-334/ 3'-4 EL 3 1 ' - 5 34/ EL 2 5 ' - 4 EL 1 9 ' - 1 12/ EL 1 2 ' - 1 1 10 TREADS @ 11"=9'-2 4 2'-934/ 7'-034/ 3'-834/3'-4 7516 / 12 4'-758/ 4 07/15/2024 Te k l a s t r u c t u r e s ELEVATIONBME1000ME1001 ELEVATIONCME1000ME1001 0.5 0.6 1 1 0.50.6 (BACK OF CHANNEL) LINE TYP.NOSING (BACK OF CHANNEL) (BACK OF CHANNEL) (BACK OF CHANNEL) LINE (TYP.)NOSING (BACK OF CHANNEL) (BACK OF CHANNEL) DIMENSIONS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: 1 08/17/2023Released For ApprovalA PE 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 12/04/2023Updated Drawings Per Latest CommentsD PE 5 02/23/2024Released For Re-ApprovalE PE 6 03/26/2024Released For Re-ApprovalF PE 7 05/03/2024Released For Re-ApprovalG PE 8 06/07/2024Released For Re-ApprovalH PE H23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1007 ELEVATION 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com T. O . L A N D I N G AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL LE V E L 2 1'-5 738/ 12 4'-958/ EL 5 ' - 1 1 W.P 10 R I S E R S @ 6 34/ (+ 14/ )= 5 ' - 7 34/ 10 R I S E R S @ 6 716 / (+ 316 / )= 5 ' - 4 916 / 8513AL3X3X14/ANGLE_BRACE 1'-1134/ 12 ' - 5 4'-758/ 170 3 A C12 X 2 0 . 7 STA I R 6716 / 7' - 0 634/ T. O . L A N D I N G 1719AWT7X30.5BEAM 2'-334/ LE V E L 1 LE V E L 2 T. O . L A N D I N G 1'-5 LE V E L 3 8401AL4X4X14/ANGLE_BRACE T. O . L A N D I N G 5 C12X20.7 (STRINGER) C12X20.7 (STRINGER) C12X20.7 (STRINGER) 1722AMC8X22.8CHANNEL 1726APL18/"X40 14/LANDING_PLATE 1750AHSS12X6X38/BEAM 1722AMC8X22.8CHANNEL MC12X10.6CHANNEL 1725AHSS12X6X38/BEAM 8403AC12X20.7CHANNEL 1736APL18/"X40 716/LANDING_PLATE MC12X10.6CHANNEL 170 5 AC12 X 2 0 . 7 STA I R 1719AWT7X30.5BEAM 1754AHSS12X6X38/BEAM 1789AC12X20.7CHANNEL 1722AMC8X22.8CHANNEL 14/ 1736APL18/"X40 716/LANDING_PLATE W.P W.P W.P W.P 5'-658/ W.P DET.1 ME1012 DET.8 ME1013(TYP.) DET.7 ME1012(TYP.) DET.2 ME1012 (TYP.) DET.5 ME1012(TYP.) 1729AL3X3X14/ANGLE_BRACE 8402AL4X4X14/ANGLE_BRACE 6' - 2 12/ EL 2 5 ' - 4 W12X26(E)BEAM 3'-612/ 1721AC12X20.7CHANNEL EL 1 2 ' - 1 1 10 TREADS @ 11"=9'-2 2'-934/ 2'-934/ 4 8402AL4X4X14/ANGLE_BRACE EL 3 1 ' - 5 34/ 1744AL3X3X38/ANGLE 1745APL14/"X3 18/PLATE (B/S) 1745APL14/"X3 18/PLATE (B/S) 1744AL3X3X38/ANGLE 1'-034/ 1'-3 3'-834/ 1'-3 170 1 A C12 X 2 0 . 7 STA I R 9'-8 4 5 3'-034/ 2 7116 / 12 5'-658/ 7516 / 12 918/ 918/3'-612/ 14/ 5' - 1 1 1'-434/ 918/3'-612/ EL 1 9 ' - 1 12/ EL 0 6'- 1 34/ 12 ' - 1 1 6' - 2 12/ 611 16 / 10 R I S E R S @ 6 11 16 / ( + 316 / )= 5 ' - 7 116 / 14/ 4 10 TREADS @ 11"=9'-2 10 TREADS @ 11"=9'-2 EL 5 ' - 1 1 3'-612/ 3'-4716/14/ W.P 9'-8 6'- 2 12/ 634/ 1750AHSS12X6X38/BEAM 738/ 12 170 4 AC12 X 2 0 . 7 STA I R W.P 4 7116 / 12 134/ 3'-4716/ 1733APL18/"X40 716/LANDING_PLATE EL 2 5 ' - 4 W.P 918/ T. O . L A N D I N G T. O . L A N D I N G LE V E L 3 RO O F 1722AMC8X22.8CHANNEL C12X20.7 (STRINGER) C12X20.7 (STRINGER) C12X20.7 (STRINGER) HSS6X6X38/BEAM 1725AHSS12X6X38/BEAM1722AMC8X22.8CHANNEL 8403AC12X20.7CHANNEL 1718APL18/"X40 516/LANDING_PLATE 1731APL18/"X40 716/LANDING_PLATE 1722AMC8X22.8CHANNEL 1789AC12X20.7CHANNEL 1754AHSS12X6X38/BEAM HSS6X6X38/BEAM HS S 6 X 6 X 14/ CO L U M N 1727APL14/"X12 14/BENT_PLATE MC12X10.6CHANNEL MC12X10.6CHANNEL W14X22BEAM W.P W.P W.P HSS6X6X38/BEAM DET.4ME1012 (TYP.) DET.10 ME1013 (TYP.) DET.2 ME1012(TYP.) DET.14 ME1013 (TYP.) DET.6ME1012 W14X22 BEAM W14X22 BEAM W14X22 BEAM EL 3 1 ' - 5 34/ 6' - 2 12/4'-758/ 4 3'-834/ 6' - 1 34/ 18/ 2 1134/13 TREADS @ 11"=11'-11 1'-1134/ 1'-5 W18X35BEAM 7'- 1 0 14/ 170 2 A C12 X 2 0 . 7 STA I R 170 6 AC12 X 2 0 . 7 STA I R 3'-612/ DET.9 ME1013 4 4'-758/ 6716 / 12 R I S E R S @ 6 716 / (+ 516 / )= 6 ' - 5 916 / 738/ 12 12 TREADS @ 11"=11'-0 3'-612/ 14/ 1'-1034/ 10 TREADS @ 11"=9'-2 2'-334/1'-5 4 918/ 4 634/ 10 R I S E R S @ 6 34/ (+ 14/ )= 5 ' - 7 34/ 7' - 0 14/ 918/ 13 R I S E R S @ 6 34/ (+ 14/ )= 7 ' - 3 12/ 4'-958/3'-034/ 4'-758/ 534/ EL 3 9 ' - 4 EL 1 9 ' - 1 12/ EL 1 2 ' - 1 1 18/ 07/15/2024 Te k l a s t r u c t u r e s ELEVATIONA 13.5 13.4 13 NOSING LINE BACK OF CHANNEL NOSING LINE N O S I N G L I N E N O S I N G L I N E BACK OF CHANNEL NOSING LINE N O S I N G L I N E H23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1008 ELEVATION 06/10/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/10/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 08/17/2023Released For ApprovalA PE 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 12/04/2023Updated Drawings Per Latest CommentsD PE 5 02/23/2024Released For Re-ApprovalE PE 6 03/26/2024Released For Re-ApprovalF PE 7 05/17/2024Released For Re-ApprovalG PE 8 06/10/2024Released For Re-ApprovalH PE ME1002, ME1003 DIMENSIONS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: 1714A C12X20.7 STAIR 738/ 12 4'-1158/ 171 3 A C12 X 2 0 . 7 STA I R 2 W.P RO O F 758/ 12 LE V E L 2 W.P W.P 1'-81116/ 7' - 7 8511A L4X4X38/ 6' - 2 12/ CONC. SLAB 7116 / 12 (O.H.) 3'-812/ 10 TREADS @ 11"=9'-2 DET.3ME1012 1819APL14/"X3PLATE DET.4ME1012 4 1741AHSS12X6X38/BEAM CONC. SLAB DET.6ME1012 3'-412/ 170 9 A C12 X 2 0 . 7 STA I R T. O . L A N D I N G LE V E L 3 1724AC12X20.7CHANNEL T. O . L A N D I N G (TYP.) 2 1738APL18/"X42 716/LANDING_PLATE MC12X10.6CHANNEL 4'-958/ 8511A L4X4X38/ T. O . L A N D I N G W.P 1 2 R I S E R S @ 7 = 7 ' - 0 W.P 2'-034/ 712/ 171 1 A C12 X 2 0 . 7 STA I R 1739APL18/"X40 38/LANDING_PLATE W.P 8427AMC8X22.8CHANNEL 1798AWT7X30.5BEAM 1819APL14/"X3PLATE 14/ 11 TREADS @ 11" =10'-1 DET.1ME1012 LE V E L 1 MC12X10.6CHANNEL W.P W.P W.P W.P W.P W.P 1723AMC8X22.8CHANNEL 1753AC12X20.7CHANNEL 1720AWT7X30.5BEAM 1723AMC8X22.8CHANNEL W12X26(E)BEAM W12X26(E)_BEAM 1740AHSS12X6X38/BEAM 1742AHSS12X6X38/BEAM W14X22BEAM 1717A L4X4X38/ 8430APL18/"X42 38/LANDING_PLATE DET.11 ME1013 (TYP.) 8429AC12X20.7CHANNEL (TYP.) DET.2 ME1012(TYP.) 2 7 3'-6716/ 10 TREADS @ 11"=9'-2 1710A C12X20.7 STAIR 4 CONC. SLAB STUD WALL 2 EL 1 9 ' - 1 12/ 1712A C12X20.7 STAIR 1926AL3X3X38/ANGLE 134/ 738/ 12 1 1 R I S E R S @ 6 716 / ( + 14/ ) = 5 ' - 1 1 116 / 2'-214/512/ EL 3 9 ' - 4 6' - 5 14 ' - 0 12 ' - 5 12 ' - 1 1 1 0 R I S E R S @ 7 = 5 ' - 1 0 758/ 12 918/ 6716 / 6'- 2 12/ 3'-612/ 6' - 5 12/ 6' - 5 12/ 12 TREADS @ 11" =11'-0 6716 / 2'-734/ 7 634/ EL 3 1 ' - 9 5'-658/ 7116 / 12 4'-958/ 11 TREADS @ 11" =10'-1 2'-934/ 2 3'-834/ 2 4'-958/2'-934/ 2'-214/712/ 3'-834/ 4'-758/ 4 14/ EL 0 9'-83'-034/ 10 TREADS @ 11"=9'-2 EL 2 5 ' - 4 EL 1 2 ' - 1 1 EL 6 ' - 5 12/ 1 1 R I S E R S @ 6 716 / ( + 14/ ) = 5 ' - 1 1 116 / 1 0 R I S E R S @ 6 34/ ( + 14/ ) = 5 ' - 7 34/ 1 0 R I S E R S @ 6 34/ ( + 14/ ) = 5 ' - 7 34/ 634/ 918/ 2'-1134/ 2'-214/ 18/ 07/15/2024 Te k l a s t r u c t u r e s ELEVATIONB ELEVATIONC 13.51313.4 13.4 1313.5 N O S I N G L I N E LANDING N O S I N G L I N E N O S I N G L I N E LANDING LANDING LANDING BACK OF CHANNEL N O S I N G L I N E N O S I N G L I N E N O S I N G L I N E LANDING H23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1009 ELEVATION 06/10/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/10/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 08/17/2023Released For ApprovalA PE 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 12/04/2023Updated Drawings Per Latest CommentsD PE 5 02/23/2024Released For Re-ApprovalE PE 6 03/26/2024Released For Re-ApprovalF PE 7 05/17/2024Released For Re-ApprovalG PE 8 06/10/2024Released For Re-ApprovalH PE ME1002, ME1003 DIMENSIONS IF ACCEPTABLE. PLEASE VERIFY ALL CLOUDED APPROVER: ME1002, ME1003 EL 2 5 ' - 4 918/ (O.H.) C12X20.7 (STRINGER) (TYP.)(O.H.) 2'-1134/ 2 1713A C12X20.7 STAIR 1720AWT7X30.5BEAM 6716 / 738/ 12 1819APL14/"X3PLATE W.P 5'-658/ 4'-012/ 512/ 1819APL14/"X3PLATE W.P 1738APL18/"X42 716/LANDING_PLATE C12X20.7 (STRINGER) 1926AL3X3X38/ANGLE (TYP.)(O.H.) 1819APL14/"X3PLATE C12X20.7 (STRINGER) 1723AMC8X22.8CHANNEL 9'-8 LE V E L 1 T. O . L A N D I N G 4'-958/ LE V E L 2 LE V E L 3 T. O . L A N D I N G 2'-214/ T. O . L A N D I N G 1711A C12X20.7 STAIR 1709A C12X20.7 STAIR 1724AC12X20.7CHANNEL 1753AC12X20.7CHANNEL 1739APL18/"X40 38/LANDING_PLATE 8430APL18/"X42 38/LANDING_PLATE W.P W.P W.P 634/ W.P 1740AHSS12X6X38/BEAM 1741AHSS12X6X38/BEAM 1742AHSS12X6X38/BEAM MC12X10.6CHANNEL MC12X10.6CHANNEL 1798AWT7X30.5BEAM 1723AMC8X22.8CHANNEL 8427AMC8X22.8CHANNEL DET.1 ME1012 EL 3 1 ' - 9 DET.2 ME1012 DET.8 ME1013 DET.7 ME1012 (TYP.)(O.H.) (O.H.)(TYP.) DET.5ME1012 14/ EL 6 ' - 5 12/ 1'-612/ 1926AL3X3X38/ANGLE 918/ 1 1 R I S E R S @ 6 716 / ( + 14/ ) = 5 ' - 1 1 116 / 3'-614/ 1751AL4X4X14/ANGLE_BRACE 6'- 5 12/ 758/ 12 1819APL14/"X3PLATE 4 EL 1 9 ' - 1 12/ 2 3'-812/ 3'-034/ 4'-958/ 7 1752AL3X3X14/ANGLE_BRACE 5 2 6'- 2 12/ 6' - 2 12/ 6' - 5 12/ 6' - 5 4'-1158/ 2'-734/ 10 TREADS @ 11" =9'-2 EL 1 2 ' - 1 1 EL 0 1 0 R I S E R S @ 7 = 5 ' - 1 0 1 0 R I S E R S @ 6 34/ ( + 14/ ) = 5 ' - 7 34/ 2'-934/ 11 TREADS @ 11" =10'-1 7116 / 12 10 TREADS @ 11" =9'-2 918/4'-912/ 618/3'-612/ 3'-812/ 1'-3 14/ 3'-834/ 2'-214/ 4'-012/ 4 3'-638/178/ 4 14/3'-6716/11316/ 738/ 12 LE V E L 3 2'-214/ 7 1'-612/ 4'-012/ 618/ 3'-434/ C12X20.7 (STRINGER) EL 3 1 ' - 9 W.P 712/ 1714A C12X20.7 STAIR 1712A C12X20.7 STAIR W12X26(E)BEAM LE V E L 1 4'-758/ W.P 1740AHSS12X6X38/BEAM T. O . L A N D I N G LE V E L 2 3'-812/ T. O . L A N D I N G T. O . L A N D I N G RO O F 1710A C12X20.7 STAIR C12X20.7 (STRINGER) C12X20.7 (STRINGER) 918/ 6'- 5 W.P W.P W.P W.P MC12X10.6CHANNEL 1732APL14/"X13 34/BENT_PLATE MC12X10.6CHANNEL 1267AW14X22BEAM 1742AHSS12X6X38/BEAM HSS6X6X14/COLUMN 1741AHSS12X6X38/BEAM 1 2 R I S E R S @ 7 = 7 ' - 0 DET.4ME1012 DET.10 ME1013 DET.2 ME1012 DET.9 ME1013 (TYP.) (TYP.)(O.H.) (TYP.)(O.H.) (TYP.)(O.H.) DET.6ME1012 W14X22 BEAM 4 W18X35(E)BEAM W14X22 BEAM W14X22 BEAM W18X35BEAM 4 W18X35(E)_BEAM (O.H.) 12 TREADS @ 11" =11'-0 18/3'-6716/ 7116 / 12 2'-214/ 4'-958/ 6'- 2 12/ 18/ 7'- 7 3'-6716/ 618/ 834/ EL 3 9 ' - 4 14/ 14/ 6' - 2 12/ 2'-934/ 3'-034/ 758/ 12 11 TREADS @ 11" =10'-1 3'-612/ 10 TREADS @ 11" =9'-2 4'-958/ 12 ' - 5 1 1 R I S E R S @ 6 716 / ( + 14/ ) = 5 ' - 1 1 116 / 6716 / 1516 / 1 0 R I S E R S @ 6 34/ ( + 14/ ) = 5 ' - 7 34/ 634/ 14 ' - 0 EL 2 5 ' - 4 EL 6 ' - 5 12/ EL 0 9'-84'-1158/ 6' - 5 12/ 1 618/ 3'-4716/ 2'-034/ 18/ 2 4'-012/ 4 14/ 3'-834/ 4 2'-1 918/ 3'-812/ 07/15/2024 Te k l a s t r u c t u r e s A -A DETAIL6 DETAIL(REF.; 8/CS2.9)5 DETAIL(REF: 4/CS2.9)3 DETAIL(REF: 1/CS2.9)(SIM.)2 DETAIL(REF: 7/CS2.9)1 DETAIL(REF.; 5/CS2.9)7 DETAIL(REF: 2/CS2.9)(SIM.)4 NOSING LINE NOSING LINE GAP NOSING LINE N O S I N G L I N E NOSING LINE (TREAD) (R I S E R ) (SP A S ) NOSING LINE AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL J23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1012 DETAIL 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com 2 09/28/2023Revised And ResubmitB PE 3 11/10/2023Released For Re-ApprovalC PE 4 12/04/2023Updated Drawings Per Latest CommentsD PE 5 02/23/2024Released For Re-ApprovalE PE 6 03/26/2024Released For Re-ApprovalF PE 7 05/03/2024Released For Re-ApprovalG PE 8 05/17/2024Released For Re-ApprovalH PE 9 06/07/2024Released For Re-ApprovalJ PE ME1008, ME1009ME1006, ME1007 ITEMS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: ME1008, ME1009ME1006, ME1007 ME1009ME1007ME1006 ME1007, ME1009 ME1009ME1008ME1006 ME1008ME1006 ME1009ME1008ME1006 18/2"@16 TYP. 18/2"@1618/2"@16TYP. L4X4X38/(ANGLE )C12X20.7CHANNEL LANDING PLATEPLATE 18/LANDING PLATEPLATE 18/ 14/ BOTHENDS T&B C12X20.7 18/ 3 558/ 4 3 W14X22(BEAM ) PL18/"X22 316/(TREAD )(TYP.) BENT PL316/ CL. 2 HSS12X4X38/BEAM(RIPPED) PL12/"X6 12/ W/(3 ) -1 Ø A490N BOLTS& LONG SLOT HLS. 818/ 3 312/ 3 14/14/ ANGLETO WT 14/ 1'-034/ 112/ MK.: SEE PLANL4X4X14/(ANGLE_BRACE ) MK.: SEE PLANC12X20.7(STAIR ) 12 12 L2X2X14/(ANGLE )(TYP.) PL18/"X22 316/(TREAD )(TYP.) WT7X30.5 MC12X10.6(CHANNEL ) C12X20.7(STAIR ) 1 MK.: SEE PLANL3X3X14/(ANGLE_BRACE ) PL12/"X7 (PLATE ) 3 W/(3 ) -1 Ø A490N BOLTSCTRD. IN 3" HORIZ. SLOTTED HLS. 12/ 118/ 113 16 / 2 1 214/ 1158/ 3 PL14/"X3(END PLATE ) MK.: SEE PLANC12X20.7(STAIR ) PL18/"X21 78/(TREAD )(TYP.) L2X2X14/(BRACKET )(TYP.) 14/3-SIDES TYP. PL18/"X40 516/(LANDING_PLATE ) MC8X22.8(CHANNEL ) MK.: SEE PLANL3X2X38/(ANGLE ) MK.: SEE PLANC12X20.7(STAIR ) 4 4 2 2 EL 5 ' - 1 1 22 11 MK.: SEE PLANC12X20.7(STAIR ) 18/2"@12PAN TO PAN 18/2"@12PAN TO STRINGER (TYP.) (TYP.) 316/112/ ANGLE TOSTRINGER TYP. (T Y P . ) 1 316/ ANGLE TOTREAD TYP. 6716 / 1'-034/ 2 8 3 W/(4 ) -34/Ø X 8WELDED HEADED STUD@ 8" O.C. PL18/"X21 78/(TREAD )(TYP.) 12/ 2 W/( 2 ) -34/Ø BOLTS@ 5" O.C WELD HEADTO EMBED 8 W/(2 ) -(1316/x3)LONG SLOT HLS. MK.: SEE PLANC12X20.7(STAIR ) CONC. SLAB PL12/"X12 x 1'-0(EMBED_PLATE )L3X3X38/(ANGLE ) PL14/"X3(PLATE ) L2X2X14/(TYP.) 2 2 EL 0 3 18/2"@1618/2"@16 C12X20.7STRINGER MK.: SEE ELEVATIONHSS12X6X38/(BEAM ) PL18/"X40 14/LANDING_PLATE 6 C12X20.7CHANNEL2 L4X4X38/ PL516/"X3 12/(PLATE ) W/(3 ) -1 Ø A325N BOLTS 918/ 618/3 3 3 PL18/"LANDING_PLATE 918/ C12X20.7CHANNEL C12X20.7CHANNEL L4X4X38/ MK.: SEE ELEVATIONHSS12X6X38/(BEAM ) A A (TYP.) 3 14/14/ 1' - 0 4 618/ 07/15/2024 Te k l a s t r u c t u r e s DETAILME101113 DETAILME100714 DETAILME101012 DETAIL9DETAIL8 DETAILME100811(REF: 8/CS2.9)(SIM.) B -B SECTIONA SECTIONB SECTIONC SECTIOND SECTIONF DETAIL10 N O S I N G L I N E NOSING LINE NOSING LINE NOSING LINENOSING LINE GAP N O S I N G L I N E N O S I N G L I N E ME1003ME1002ME1001ME1000 ME1003ME1002ME1001ME1000 ME1007, ME1009 K23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1013 DETAIL & SECTIONS 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 3 11/10/2023Released For Re-ApprovalC PE 4 11/30/2023Updated Drawings D PE 5 12/04/2023Updated Drawings Per Latest CommentsE PE 6 02/23/2024Released For Re-ApprovalF PE 7 03/26/2024Released For Re-ApprovalG PE 8 05/03/2024Released For Re-ApprovalH PE 9 05/17/2024Released For Re-ApprovalJ PE *06/07/2024Released For Re-ApprovalK PE ITEMS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: ME1003ME1001 ME1003ME1001 ME1003ME1001 SEE SNC RFI#65. CONNECTION SETTINGS, PLEASE PROVIDE DETAIL ME1007, ME1009 ME1007, ME1009 3 PL18/"X23(TREAD )(TYP.) PL12/"X12 (PLATE ) 6 PL14/"X1 34/(PLATE ) L2X2X14/(ANGLE )(TYP.) PL14/"X3(PLATE ) MK.: SEE PLANC12X20.7(STAIR ) MC12X10.6(CHANNEL ) W/(4 ) -58/Ø HILTI KB-TZ2(4" EMBED)B B 2 6 33 6 1' - 2 6 3412/112/ 2 4 4 8 2 512/ 534/ 2 PL12/"X6 (PLATE) 2 PL14/"X3(PLATE ) PL18/"X21 78/(TREAD )(TYP.) SE E E L E V A T I O N 3 134/ 5 112/ MK.: SEE PLANC12X20.7(STAIR ) C12X20.7(STAIR ) PL14/"X3(PLATE ) 4 MK.: SEE PLANMC12X10.6(CHANNEL ) W/(4 ) -1 Ø A490N BOLTS 44 1 PL14/"X3(PLATE ) L2X2X14/(ANGLE )(TYP.) 316/316/ 3 MK.: SEE PLANC12X20.7(STAIR ) PL18/"X22 1116/(TREAD )(TYP.) MK.: SEE PLANMC12X10.6(BEAM ) 2 2 7 MC12X10.6(CHANNEL ) C12X20.7(STAIR ) 3 2 PL18/"X22 316/(TREAD )(TYP.) W/(3 ) -1 Ø A490N BOLTSCTRD. IN 3" HORIZ. SLOTTED HLS. PL12/"X7 (PLATE) C12X20.7(STAIR ) C12X20.7(STAIR ) MK.: SEE PLANC12X20.7(STAIR ) L2X2X14/(ANGLE )(TYP.) PL14/"X3(PLATE ) PL14/"X12 14/BENT_PLATE SE E E L E V A T I O N 112/ 4 1 3 2 5 3 14/14/@ ANGLE MK.: SEE PLANC12X20.7(STAIR )C12X20.7(STAIR ) 18/2"@16@ PAN MK.: SEE PLANMC8X22.8(CHANNEL ) 1'-3 MK.: SEE PLANL4X4X38/(ANGLE ) 14/2 @ MC8 PL18/"X21 78/(TREAD )(TYP.) 14/14/@ MC8 2 4 334/ 12 MK.: SEE PLANC12X20.7(STAIR ) PL12/"X7 (PLATE ) 18/18/3-SIDES L2X2X316/(ANGLE )(TYP.) C12X20.7(STAIR ) MC12X10.6(CHANNEL ) W/(3 ) -1 Ø A490N BOLTSCTRD. IN 3" HORIZ. SLOTTED HLS. C12X20.7(STAIR ) PL18/"X22 12/(TREAD )(TYP.) #4(REBAR ) 14/214/2 MIN.TYP. PL14/"X5(PLATE ) L3X3X38/(ANGLE ) DECKCONC. FILLED METAL 14/" BENT_PL. W12X26((E)_BEAM ) PL14/"X3(PLATE )(TYP.) 1 3 7 3 2 712/ 3 3 W/(3 ) -1 Ø A325N BOLTS 3 -1 116/"Ø HLS, 112/3 p10581 MK.: SEE PLANMC12X10.6(CHANNEL ) PL12/"X12(PLATE ) 412/ 3 C12X20.7(STAIR )PL14/"X3(PLATE ) PL516/"X6 12/(PLATE ) 312/ 4 -1316/"Ø HLS, 6 3 112/ 14/14/3-SIDES 3 -1 "Ø A325N BOLTS PL516/"X3 12/ (MK: SEE PLAN)MC12X10.6(CHANNEL ) (W-(E)_BEAM ) 12/ 112/ 3 3 3 3 -1 "Ø A325N BOLTS (W14X22 (N)_BEAM ) PL516/"X3 12/ (MK: SEE PLAN)MC12X10.6(CHANNEL ) 14/14/3-SIDES 112/112/ 12/ 3 3 3 8 (MK: SEE PLAN)W14X22(BEAM ) 412/ (W-(E) BEAM )12/ 14/14/3-SIDES PL316/"X6 116/(BENT PLATE ) CL 3916 / HSS8X4X38/(BEAM ) SLAB 316/2"@12 3 -1 "Ø A325N BOLTS 2"@12 PL516/"X4 12/(PLATE ) 3 22 38/ 12 3 38/ 12 (MK: SEE PLAN)W14X22(BEAM ) 2 (W14X22 (N)_BEAM ) 14/14/3-SIDES 3716 / 3 -1 "Ø A325N BOLTS 3 PL38/"X14 516/(BENT PLATE ) HSS12X4X38/BEAM )(RIPPED) 12/ 3 2 (MK: SEE PLAN)C12X20.7(STAIR ) 4 CONC.SLAB 2 (W14X22 (N)_BEAM ) HSS12X4X38/BEAM )(RIPPED) 4 (MK: SEE PLAN)PL316/"X7 18/(BENT PLATE ) PL12/"X6 12/(PLATE ) (3 ) -1 Ø A490N BOLTSCTRD. IN 3" HORIZ. SLOTTED HLS. 8 112/ 3 12/ 512/ 312/ 2 3 3 MK.: SEE PLANC12X20.7(STAIR ) PL18/"X40 516/(LANDING_PLATE ) C12X20.7(STAIR ) MK.: SEE PLANMC8X22.8(CHANNEL ) MK.: SEE PLANL4X4X38/(ANGLE ) PL18/"X16 18/(TREAD )(TYP.)14/14/ @ MC TOSTRINGER 14/14/ @ L4 TOMC8 L2X2X14/(BRACKET )(TYP.) 4 378/ 07/15/2024 Te k l a s t r u c t u r e s STAIR #1 RAILING LOCATION PLAN LEVEL 1 @ BLDG. C(REF.; 1/A6.01) STAIR #1 RAILING LOCATION PLAN LEVEL 2 @ BLDG. C(REF.; 2/A6.01) 0.5 0.6 1 C.4 C C.4 0.5 0.6 1 C (C L E A R W I D T H ) (C L . O F R A I L ) (F A C E O F W A L L ) (C L . O F R A I L ) (C L E A R W I D T H ) (C L E A R W I D T H ) (C L E A R W I D T H ) (C L . O F R A I L ) (F A C E O F W A L L ) (C L . O F R A I L ) E23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1014 STAIR #1 RAILING LOCATION PLAN @ BLDG. C 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com IF ACCEPTABLE.DIMENSIONS AND MATERIAL SIZESPLEASE VERIFY ALL CLOUDED APPROVER: AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/06/2024Released For Re-ApprovalD PE 5 06/07/2024Released For Re-ApprovalE PE SPLICE 1' - 0 14/ 3'-034/ HSS6X6X14/COLUMN (WALL_RAIL )PIPE1-12/"O.D. X .125 5018A EL. = 0'-0 MC 8 X 2 2 . 8 4'-4 STAIR 214/ UP HSS6X6X14/COLUMN PL12/"X12EMBED_PLATE 51 1 9 A PI P E 1 - 12/ "O . D . X . 1 2 5 ( WA L L _ R A I L ) 3' - 8 34/ STAIR 214/ T.O. LANDING HS S 1 2 X 6 X 38/ 12 TREADS @ 11"= 11'-0 AME1020 BME1021 C ME1021 5015A PIPE1-12/"O.D. X .125 (WALL_RAIL ) 10 34/ (GUARDRAIL )HSS1-14/X1-14/X14/5001A 5002A HSS1-14/X1-14/X14/(GUARDRAIL ) (FACE OF WALL) SPLICE D ME 1 0 2 2 SP L I C E 3' - 1 0 14/ 4'-134/ 11 ' - 1 3 EL. = 5'-11 5'-034/ 8' - 1 1 34/ 8' - 7 14/ 214/ 3' - 1 0 14/ 3 434/ 3 1'-514/ 4'-034/1'-0 214/ 5'-3 2'-934/10 TREADS @ 11"=9'-2 3'-134/1'-0 538/ 538/ 3' - 8 34/ 3 2'-112/ 2'-112/ 9'-84'-6 1' - 2 58/ 10 58/ SPLICE 3' - 8 34/ 1'-514/ 3' - 8 34/ (WALL_RAIL ) PIPE1-12/"O.D. X .125 5019A HS S 1 2 X 6 X 38/ EL. = 19'-112/ 10 34/ HSS6X6X14/(COLUMN ) STAIR UP (FACE OF WALL) 3 3' - 1 0 14/ 3 LEVEL 2 T.O. LANDING DN W14X22 MC 1 2 X 1 0 . 6 4'-034/ 50 2 1 A PI P E 1 - 12/ "O . D . X . 1 2 5 ( WA L L _ R A I L ) 10 TREADS @ 11"=9'-2 BME1021 EL. = 12'-11 12 TREADS @ 11"= 11'-0 STAIRSTAIR 10 TREADS @ 11"= 9'-2 AME1020 CME1021MC 8 X 2 2 . 8 1' - 2 58/ 1'-212/ 214/ (GUARDRAIL )HSS1-14/X1-14/X14/5003A 5004AHSS1-14/X1-14/X14/(GUARDRAIL ) 5002AHSS1-14/X1-14/X14/(GUARDRAIL ) (WALL_RAIL ) PIPE1-12/"O.D. X .125 5018A SPLICE 5'-4 5'-3 434/ 3'-034/ D ME 1 0 2 2 214/ 10 58/ 5016A PIPE1-12/"O.D. X .125 (WALL_RAIL ) SP L I C E 4'-6 5'-034/ 8' - 7 14/ 3 1'-0 HSS6X6X14/COLUMN 11 ' - 1 1'-1034/ 1'-258/ 2'-934/ 214/ 8' - 1 1 34/ 3' - 1 0 14/ 538/ 538/ 3 5'-134/214/ 4'-134/1'-0 1' - 0 14/ 9'-8 1'-5 6 07/15/2024 Te k l a s t r u c t u r e s STAIR #1 RAILING LOCATION PLAN ROOF @ BLDG. CSTAIR #1 RAILING LOCATION PLAN LEVEL 3 @ BLDG. C(REF.; 3/A6.01) C C.4 10.60.5 C.4 C 10.60.5 (C L E A R W I D T H ) (C L . O F R A I L ) (F A C E O F W A L L ) (C L . O F R A I L ) (C L E A R W I D T H ) (C L E A R W I D T H ) (F A C E O F W A L L ) (C L . O F R A I L ) (C L . O F R A I L ) (C L E A R W I D T H ) 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/06/2024Released For Re-ApprovalD PE 5 06/07/2024Released For Re-ApprovalE PE E23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1015 STAIR #1 RAILING LOCATION PLAN @ BLDG. C 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com IF ACCEPTABLE.DIMENSIONS AND MATERIAL SIZES PLEASE VERIFY ALL CLOUDED APPROVER: AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL SP L I C E 13 TREADS @ 11"=11'-11 DN 10 TREADS @ 11"= 9'-2 1134/ 1' - 0 14/ 3 STAIR 3' - 8 34/ 4'-4 4'-134/ F ME 1 0 2 2 1'-0 W14X22 538/ HSS6X6X14/COLUMN 1'-0 3'-034/ EL. = 31'-534/ 538/ T.O. LANDING HSS6X6X14/COLUMN (ROOF)HS S 1 2 X 6 X 38/ 434/ W14X22 STAIR BME1021 AME1020 CME1021 3'-134/ 214/ (GUARDRAIL )HSS1-14/X1-14/X14/ 5005A SPLICE 5017A PIPE1-12/"O.D. X .125(WALL_RAIL ) 5006A HSS1-14/X1-14/X14/(GUARDRAIL ) (WALL_RAIL )PIPE1-12/"O.D. X .125 5020A 50 2 2 A PI P E 1 - 12/ "O . D . X . 1 2 5 ( WA L L _ R A I L ) SPLICE 4'-6 50 0 7 A HS S 1 - 14/ X1 - 14/ X14/ ( GU A R D R A I L ) MC 8 X 2 2 . 8 4'-4 B ME1028 B ME1028 D ME 1 0 2 2 1'-212/ 1' - 4 18/ (FACE OF WALL) 11 ' - 1 EL. = 39'-4 9'-8 3' - 1 0 14/ 4'-134/ 8' - 1 1 34/ 10 58/ 3'-034/ 1' - 2 58/ 214/ 8' - 7 14/ 3' - 1 0 14/ 10 34/ 3 3 234/ 9'-84'-6 3'-134/ 214/ 3 3' - 8 34/ 4' - 6 34/ 214/ 1'-0 614/ T.O. LANDING 11 ' - 1 (GUARDRAIL )HSS1-14/X1-14/X14/5005A 3' - 8 34/ (WALL_RAIL ) PIPE1-12/"O.D. X .125 5019A SP L I C E 3'-134/ 8' - 7 14/ 1'-0 3 538/ 8' - 1 1 34/ 4'-6 MC 1 2 X 1 0 . 6 DN HSS6X6X14/COLUMN CME1021 214/ SPLICE AME1020 5017A PIPE1-12/"O.D. X .125 (WALL_RAIL ) 13 TREADS @ 11" = 11'-11 10 TREADS @ 11"= 9'-2 B ME1021 UP EL. = 31'-534/ EL. = 25'-4 LEVEL 3 HSS6X6X14/COLUMN HS S 6 X 6 X 38/ W14X22 W14X22 STAIR STAIR STAIR 3'-134/ 5006AHSS1-14/X1-14/X14/(GUARDRAIL ) MC 8 X 2 2 . 8 50 2 2 A PI P E 1 - 12/ "O . D . X . 1 2 5 ( WA L L _ R A I L ) 5004AHSS1-14/X1-14/X14/(GUARDRAIL ) SPLICE 434/ 3'-834/ 3'-034/ 1' - 0 14/ D ME 1 0 2 2 10 58/ 10 34/ (FACE OF WALL) (WALL_RAIL ) PIPE1-12/"O.D. X .125 5020A 1'-0 3 3' - 1 0 14/ 9'-8 1' - 2 58/ 214/ 538/ 4'-4 214/ 3' - 1 0 14/ 3 3 4'-134/ 914/ 10 TREADS @ 11"=9'-24'-4 3'-834/ 3' - 8 34/ 4'-134/214/ 614/ 1'-2 1'-212/ 07/15/2024 Te k l a s t r u c t u r e s STAIR #2 RAILING LOCATION PLAN LEVEL 1 @ BLDG. C(REF.: 1/ A6.02) STAIR #2 RAILING LOCATION PLAN LEVEL 2 @ BLDG. C(REF.: 2/ A6.02) 13 13.513.4 C.4 C C 13.51313.4 C.4 LANDING (F A C E O F W A L L ) (C L . O F R A I L ) (C L . O F R A I L ) (C L E A R W I D T H ) (C L E A R W I D T H ) LANDING (C L E A R W I D T H ) (C L E A R W I D T H ) (F A C E O F W A L L ) (C L . O F R A I L ) (C L . O F R A I L ) LANDING E23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1016 STAIR #2 RAILING LOCATION PLAN @ BLDG. C 06/10/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/10/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/17/2024Released For Re-ApprovalD PE 5 06/10/2024Released For Re-ApprovalE PE IF ACCEPTABLE. DIMENSIONS AND MATERIAL SIZESPLEASE VERIFY ALL CLOUDED APPROVER: 434/ 4'-658/ 10 15 16 / 8' - 1 1 34/ HSS6X6X14/COLUMN 1'-0 2516 / AME1023 T.O. LANDING 2'-112/1'-0 CME1024 MC 8 X 2 2 . 8 318/ 4'-958/ 11 TREADS @ 11" =10'-1 6516/ (WALL_RAIL )PIPE1-14/STD 5026A 5716 /5009AHSS1-14/X1-14/X14/(GUARDRAIL ) (EL.+0') STAIR (FACE OF WALL) STAIRUP 3' - 1 0 18/ 5716 / HS S 1 2 X 6 X 38/ 9'-8 HSS6X6X14/COLUMN 11 TREADS @ 11" = 10'-1 LEVEL 1 (EL.+6'-512/) BME1024 3' - 1 0 18/ 3116 / DME1025 3116 / 5023A PIPE1-14/STD (WALL_RAIL ) (GUARDRAIL )HSS1-14/X1-14/X14/5008A SPLICE SPLICE SP L I C E ( WA L L _ R A I L ) PI P E 1 - 14/ ST D 50 2 9 A 11 ' - 1 1' - 2 58/ 3' - 8 716 / 10 58/ 1' - 0 916 / 2516 / 8' - 7 18/ 3' - 8 716 / 2'-934/ 2516/4'-4516/ 4'-658/ 2516/4'-4516/ 3'-4516/ 3'-4516/ 4'-858/3'-034/ 2'-112/ 4'-958/ 318/ STAIR UP 8' - 7 18/ DME1025 W14X22 BEAM 5011AHSS1-14/X1-14/X14/(GUARDRAIL ) 3' - 8 716 / 2'-112/ 5716 / 5024A PIPE1-14/STD (WALL_RAIL ) LEVEL 2 (WALL_RAIL ) PIPE1-14/STD 5026A STAIR 3'-834/ HS S 6 X 6 X 38/ 3'-4516/ SPLICE 11 ' - 1 (GUARDRAIL )HSS1-14/X1-14/X14/5010A UP HSS6X6X14/COLUMN HSS6X6X14/COLUMN 11 TREADS @ 11" = 10'-1 10 TREADS @ 11" = 9'-2 T.O. LANDING MC 1 2 X 1 0 . 6 STAIR DN AME1023 BME1024 CME1024 (EL.+12'-11 ) 5009AHSS1-14/X1-14/X14/(GUARDRAIL ) SPLICE ( WA L L _ R A I L ) PI P E 1 - 14/ ST D 50 2 9 A (WALL_RAIL ) PIPE1-14/STD 5027A SP L I C E (EL.+19'-112/) (FACE OF WALL) 1'-212/ 4'-958/ 9'-8 434/ 2516/ 4'-958/ 3116 / 2516 / 4'-658/ 318/ 1' - 0 916 / 3' - 8 716 / 318/ 1' - 2 58/ 8' - 1 1 34/ 2516 / 3' - 1 0 18/ 10 15 16 / 3' - 1 0 18/ 5716 / 3116 / 10 TREADS @ 11" =9'-2 4'-658/ 2516/4'-4516/ 2'-934/ 4'-858/3'-034/ 4'-4516/ 1'-03'-4516/ 1'-11516/ 6516/ 10 58/ 1'-0 07/15/2024 Te k l a s t r u c t u r e s STAIR #2 RAILING LOCATION PLAN LEVEL 3 @ BLDG. C(REF.: A6.02) STAIR #2 RAILING LOCATION PLAN ROOF @ BLDG. C(REF.: A6.02) 13 13.4 13.5 C.4 C C.4 13.4 13.513 C (LANDING) (C L E A R W I D T H ) (C L E A R W I D T H ) (C L . O F R A I L ) (C L . O F R A I L ) (C L E A R W I D T H ) (C L E A R W I D T H ) (LANDING) (F A C E O F W A L L ) (C L . O F R A I L ) (C L . O F R A I L ) E23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1017 STAIR #2 RAILING LOCATION PLAN @ BLDG. C 06/10/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/10/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/17/2024Released For Re-ApprovalD PE 5 06/10/2024Released For Re-ApprovalE PE IF ACCEPTABLE. DIMENSIONS AND MATERIAL SIZESPLEASE VERIFY ALL CLOUDED APPROVER: DN 318/ MC 1 2 X 1 0 . 6 2516/ STAIR HSS6X6X14/COLUMN CME1024 STAIR 5117AHSS1-14/X1-14/X14/(GUARDRAIL )3116 / AME1023 3'-834/ 5'-358/ 3'-2516/ 10 58/ W14X22 BEAM 2516 / STAIRUP HS S 1 2 X 6 X 38/ HSS6X6X14/COLUMN 12 TREADS @ 11" = 11'-010 TREADS @ 11" = 9'-2 10 15 16 / UP (EL.+25'-4 ) LEVEL 3 (EL. 31'-9 ) T.O. LANDING (GUARDRAIL )HSS1-14/X1-14/X14/5012A BME1024 5'-1516/ 3'-034/ 5716 / DME1025 5025A PIPE1-14/STD (WALL_RAIL ) 5011AHSS1-14/X1-14/X14/(GUARDRAIL ) (WALL_RAIL ) PIPE1-14/STD 5027A (WALL_RAIL ) PIPE1-14/STD 5028A SPLICE SPLICE 2516/ SP L I C E (FACE OF WALL) 4'-458/ ( WA L L _ R A I L ) PI P E 1 - 14/ ST D 50 2 9 A 1'-212/ 2'-1134/ 11 ' - 1 4'-858/9'-8 5716 / 3116 / 434/ 2'-112/ 1' - 2 58/ 4'-2516/ 3' - 8 716 / 1' - 0 916 / 3' - 8 716 / 5516/ 6516/ 10 TREADS @ 11" =9'-2 8' - 1 1 34/ 8' - 7 18/ 2516 / 3' - 1 0 116 / 3' - 1 0 18/ 1'-04'-1516/ 1'-0 5'-658/ 4'-758/ 318/ DN. DME1025 ( WA L L _ R A I L ) PI P E 1 - 14/ ST D 50 2 9 A 3' - 8 716 / AME1023 3116 / 1' - 2 58/ 10 58/ STAIR 2516/ 11 ' - 1 2516 / 5'-1516/ 1'-0516/ W14X22 BEAM W14X22 BEAM 10 TREADS @ 11" = 9'-2 HSS6X6X14/COLUMN HSS6X6X14/COLUMN HS S 6 X 6 X 38/ STAIR T.O. LANDING ROOF CME1024 BME1024 1'-0 512/ 1' - 0 916 / FME1025 SPLICE 5025APIPE1-14/STD(WALL_RAIL ) 5117A HSS1-14/X1-14/X14/(GUARDRAIL ) (WALL_RAIL )PIPE1-14/STD 5028A SPLICE (GUARDRAIL ) HSS1-14/X1-14/X14/5012A ( GU A R D R A I L ) HS S 1 - 14/ X1 - 14/ X14/ 50 1 4 A SP L I C E 3' - 8 716 / (EL. 39'-4 ) 2516 / 10 15 16 / (EL. 31'-9 ) (FACE OF WALL) 4'-2516/ 6516/ 318/ 5'-658/ 4'-858/3'-034/9'-8 5'-358/ 2516/ 1'-04'-1516/ 2'-034/12 TREADS @ 11" =11'-0 4'-458/ 8' - 1 1 34/ 8' - 7 18/ 3' - 1 0 18/ 3' - 1 0 116 / 538/ 3116 / 434/ 318/ 3'-2516/ 1'-312/ 4'-758/ 1'-212/ 07/15/2024 Te k l a s t r u c t u r e s ELEVATIONAME1014ME1015 1 0.50.6 CLR. CLR. CLR. CLR. N O S I N G L I N E (T Y P . ) CLR. CLR. 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/06/2024Released For Re-ApprovalD PE 5 06/07/2024Released For Re-ApprovalE PE E23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1020 STAIR #1 RAILING ELEVATION @ BLDG. C 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com DIMENSIONS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL IF ACCEPTABLE. DIMENSIONS AND MATERIAL SIZESPLEASE VERIFY ALL CLOUDED APPROVER: 13 TREADS @ 11"=11'-11 W.P 112/ DET.2 ME1028 4'-4 4'-4 W.P 7 3' - 0 7 L4X4X38/ 611 16 / 4'-134/ 10 R I S E R S @ 6 11 16 / (+ 316 / )= 5 ' - 7 116 / 914/ L4X4X14/ANGLE_BRACE 7 DET.4ME1028 5'-3 3' - 0 C12X20.7 PL12/"X12/(PICKET)(TYP.) 10 TREADS @ 11"=9'-2 L3X3X14/ANGLE_BRACE 3'- 7 214/ 4'-134/ WT7X30.5BEAM 3' - 7 3'-834/ W.P W.P W12X26(E)BEAM PL18/"X40 14/LANDING_PLATE 6716 /T. O . L A N D I N G MC8X22.8 MC12X10.6 3'- 0 C12X20.7 STAIR LE V E L 2 10 TREADS @ 11"=9'-2 3' - 0 1'-1034/ W.P 4 6'- 2 12/ 7116 / 12 (O.H.) 3'- 7 500 6 A HSS 1 - 14/X1-14/X14/(GU A R D R A I L ) 634/ 112/ 500 4 A HSS 1 - 14/X1-14/X14/(GUA R D R A I L ) 5005AHSS1- 14/X1-14/X14/ (GUARDRAIL ) 3' - 7 12 TREADS @ 11"=11'-0 4'-4 12 R I S E R S @ 6 716 / (+ 516 / )= 6 ' - 5 916 / 5021APIPE1-12/"O.D. X .125(WALL_RAIL ) 3 C12 X 2 0 . 7 STA I R 3' - 0 3' - 0 L4X4X38/ 3' - 7 C12X20.7 3'-034/ C12X20.7 STAIR A ME1028 A EL 5 ' - 1 1 W.P 214/ MC8X22.8 LE V E L 1 7516 / 12 T. O . L A N D I N G LE V E L 3 T. O . L A N D I N G RO O F C12 X 2 0 . 7 STA I R C12X20.7 STAIR 7 C12 X 2 0 . 7 STA I R L4X4X38/ 3'- 0 W14X22BEAM W.P W.P W.P W.P W.P 614/ W.P MC12X10.6 MC8X22.8 5022APIPE1-12/"O.D. X .125(WALL_RAIL ) DET.1 ME1028 112/ (O.H.)(TYP.) (TYP.) (O.H.)(TYP.) DET.10 ME1029 W12X26(E)_BEAM L3X3X14/ANGLE_BRACE 10 R I S E R S @ 6 34/ (+ 14/ )= 5 ' - 7 34/ 3' - 7 5119APIPE1-12/"O.D. X .125(WALL_RAIL ) 3' - 0 12 ' - 1 1 DET.5 ME1028 1'-5 5001AHSS1- 14/X1-14/X14/ (GUARDRAIL ) 5003AHSS1- 14/X1-14/X14/ (GUARDRAIL ) 3'-834/ PIPE1-12/"O.D. X .125(HANDRAIL) (TYP.) 7 6'- 1 34/ HSS1-12/X1-12/X14/(RAIL_POST)(TYP.) (FACE OF WALL) 6716 / 112/ 10 TREADS @ 11"=9'-2 738/ 12 3'- 0 3' - 7 738/ 12 EL 3 1 ' - 5 34/ 5002AHSS1-14/X1-14/X14/(GUARDRAIL ) DET.9ME1029 DET.3ME1028 HSS12X6X38/ HSS12X6X38/ C12X20.7 HSS12X6X38/ EL 2 5 ' - 4 14 ' - 0 3'- 7 EL 3 9 ' - 4 4'-69'-8 738/ 12 4 7 3' - 0 3'- 0 2 2'-934/ 12 ' - 5 10 R I S E R S @ 6 716 / (+ 316 / )= 5 ' - 4 916 / 634/ 10 R I S E R S @ 6 34/ (+ 14/ )= 5 ' - 7 34/ 13 R I S E R S @ 6 34/ (- 14/ )= 7 ' - 3 12/ 4'-134/ 5'-3 4'-4 1134/ 2 614/ 4 3' - 7 3'- 7 3' - 7 7 3' - 7 3'- 0 7 7 3' - 0 2'-112/ 7116 / 12 934/ 1'-0 7 614/ 112/ 7 3' - 0 2'-934/ 214/ 3' - 0 10 TREADS @ 11"=9'-2 7 1'-234/ 112/ 634/ 7 3' - 0 7' - 1 0 14/ 6' - 2 12/ 7' - 0 5'- 1 1 EL 1 9 ' - 1 12/ EL 1 2 ' - 1 1 EL - 0 07/15/2024 Te k l a s t r u c t u r e s ELEVATIONBME1014ME1015 ELEVATIONCME1014ME1015 0.5 0.6 1 1 0.6 0.5 LINE TYP.NOSING LINE (TYP.)NOSING DIMENSIONS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: E23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1021 STAIR #1 RAILING ELEVATION @ BLDG. C 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/06/2024Released For Re-ApprovalD PE 5 06/07/2024Released For Re-ApprovalE PE W.P 3'- 0 W.P 1'-212/ 10 R I S E R S @ 6 34/ (+ 14/ )= 5 ' - 7 34/ 3'-034/4'-6 2 B 3' - 0 1'-114/ C12X20.7 7516 / 12 FACE OF STUD WALL 4'-4 C12 X 2 0 . 7 C12X20.7 9'-8 5021APIPE1-12/"O.D. X .125(WALL_RAIL ) FACE OF STUD WALL HSS12X6X38/BEAM 501 7 A PIP E 1 - 12/"O.D . X . 1 2 5 (WA L L _ R A I L ) 3' - 0 3' - 0 T. O . L A N D I N G LE V E L 1 LE V E L 2 T. O . L A N D I N G LE V E L 3 T. O . L A N D I N G C12 X 2 0 . 7 C12X20.7 C12X20.7 5'-3 MC8X22.8 HSS12X6X38/BEAM EL 0 MC8X22.8 HSS6X6X38/BEAM MC12X10.6 C12X20.7 MC12X10.6 HSS6X6X38/BEAM HSS12X6X38/BEAM MC8X22.8 W.P W.P W.P W.P 3'- 0 2'-934/ (TYP.) SPLICE SPLICE 501 5 A PIP E 1 - 12/"O.D . X . 1 2 5 (WA L L _ R A I L ) 5119APIPE1-12/"O.D. X .125(WALL_RAIL ) 5022APIPE1-12/"O.D. X .125(WALL_RAIL ) EL 1 9 ' - 1 12/ DET.6ME1028 3'- 0 501 6 A PIP E 1 - 12/"O.D . X . 1 2 5 (WA L L _ R A I L ) (TYP.)ME1028 2'-112/ C12 X 2 0 . 7 1'-0 214/ DET.1 (SIM.)ME1028 4'-134/ W12X26 C12X20.7 5 12 ' - 5 12 ' - 1 1 3'- 0 10 TREADS @ 11"=9'-2 7116 / 12 3' - 0 EL 3 1 ' - 5 34/ EL 2 5 ' - 4 EL 1 2 ' - 1 1 EL 5 ' - 1 1 13 ' - 2 12/ 10 R I S E R S @ 6 716 / (+ 316 / )= 5 ' - 4 916 / 6716 / 6' - 1 34/ 6'- 2 12/ 5'- 1 1 10 R I S E R S @ 6 11 16 / (+ 316 / )= 5 ' - 7 116 / 611 16 / 634/ 5'-034/214/ 4'-034/ 738/ 12 3'- 0 10 TREADS @ 11"=9'-2 3'-834/ 3'-134/1'-0 2'-934/ 4'-034/ 5'-3 10 TREADS @ 11"=9'-2 10 R I S E R S @ 6 34/ (+ 14/ )= 5 ' - 7 34/ T. O . L A N D I N G 10 TREADS @ 11"=9'-2 12 R I S E R S @ 6 716 / (+ 516 / )= 6 ' - 5 916 / HSS12X6X38/BEAM 9'-8 3'-134/ W.P 3' - 0 4'-4 T. O . L A N D I N G 3' - 0 4'-4 C12X20.7 1'-212/ C12 X 2 0 . 7 W.P LE V E L 2 3'- 0 12 TREADS @ 11"=11'-0 MC8X22.8 6'- 2 12/ W.P C12 X 2 0 . 7 W.P 501 8 A PIP E 1 - 12/"O.D . X . 1 2 5 (WA L L _ R A I L ) 13 R I S E R S @ 6 34/ (- 14/ )= 7 ' - 3 12/ 3'- 0 T. O . L A N D I N G LE V E L 3 RO O F C12 X 2 0 . 7 MC8X22.8 C12X20.7 C12X20.7 HSS6X6X38/BEAM HSS12X6X38/BEAMC12X20.7 MC8X22.8 C12X20.7 HSS12X6X38/BEAM HSS6X6X38/BEAM HS S 6 X 6 X 14/ CO L U M N MC12X10.6 MC12X10.6 W.P W.P HSS6X6X38/BEAM 1'-212/ 3' - 0 SPLICE SPLICE 501 9 A PIP E 1 - 12/"O.D . X . 1 2 5 (WA L L _ R A I L ) 502 0 A PIP E 1 - 12/"O.D . X . 1 2 5 (WA L L _ R A I L ) 5119APIPE1-12/"O.D. X .125(WALL_RAIL ) 5021APIPE1-12/"O.D. X .125(WALL_RAIL ) 5022APIPE1-12/"O.D. X .125(WALL_RAIL ) EL 5 ' - 1 1 214/ DET.6 ME1028 (TYP.) SPLICE FACE OF STUD WALL 1'-1034/ B (TYP.)ME1028 738/ 12 4'-134/ 3' - 0 3'-034/ 3'- 0 3' - 0 4'-6 7116 / 12 2 214/ 1'-0 6716 / 738/ 12 634/ 634/ 4'-134/ 1'-03'-134/ 7' - 1 0 14/ 1134/4'-4 214/ 1'-0 914/ 3'-134/ 3' - 0 6'- 1 34/ 6' - 2 12/ 7' - 0 4'-134/ EL 3 9 ' - 4 EL 3 1 ' - 5 34/ EL 2 5 ' - 4 EL 1 9 ' - 1 12/ EL 1 2 ' - 1 1 13 TREADS @ 11"=11'-11 3'-834/ 07/15/2024 Te k l a s t r u c t u r e s ELEVATIONDME1014ME1015 ELEVATIONFME1015 CC.4 C (FACE OF WALL) ACCEPTABLE.BEAM FLANGE ISRAIL POST TO WFFIELD WELDING OFPLEASE VERIFY IF E23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1022 STAIR #1 RAILING ELEVATION @ BLDG. C 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL DIMENSIONS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/06/2024Released For Re-ApprovalD PE 5 06/07/2024Released For Re-ApprovalE PE IF ACCEPTABLE.DIMENSIONS AND MATERIAL SIZESPLEASE VERIFY ALL CLOUDED APPROVER: HSS6X6X38/ EL 0 EL 3 1 ' - 5 34/ 8'-714/214/ W14X22BEAM 3' - 0 C12X20.7 C12X20.7 1'-258/ 12 ' - 4 14/ 214/ T. O . L A N D I N G T. O . L A N D I N G T. O . L A N D I N G LE V E L 1 5022A PIPE1-12/"O.D. X .125 (WALL_RAIL ) 5021A PIPE1-12/"O.D. X .125 (WALL_RAIL ) 5119A PIPE1-12/"O.D. X .125 (WALL_RAIL ) C12X20.7 C12X20.7 C12X20.7 HS S 6 X 6 X 14/ CO L U M N HS S 6 X 6 X 14/ CO L U M N C12X20.7 C12X20.7 C12X20.7 W14X22BEAM 3'- 0 C12X20.7 11'-1 EL 1 9 ' - 1 12/ EL 5 ' - 1 1 13 ' - 2 12/ 5' - 1 1 1058/8'-1134/ 3' - 0 DET.8 PL12/"X12/(PICKET)(TYP.) 218/ 3' - 7 5007A HSS1-14/X1-14/X14/(GUARDRAIL ) HSS1-12/X1-12/X14/(RAIL_POST)(TYP.)PIPE1-12/"O.D. X .125 ME1029DET.7ME1029 HSS1-14/X1-14/X14/(TYP.)50 0 6 A GU A R D R A I L EL 3 9 ' - 4 538/338/ 3' - 0 1'-418/4'-634/ 2'-338/2'-338/ 07/15/2024 Te k l a s t r u c t u r e s ELEVATIONAME1016ME1017 13.413.5 13 CLR. CLR. CLR. CLR. CLR. LINE (TYP.)NOSING CLR. E23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1023 STAIR #2 RAILING ELEVATION @ BLDG. C 06/10/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/10/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/17/2024Released For Re-ApprovalD PE 5 06/10/2024Released For Re-ApprovalE PE C12 X 2 0 . 7 7116 / 12 6' - 2 12/ W.P 112/ RO O F 2'-934/ 5012AHSS1-14/X1-14/X14/(GUARDRAIL ) 2'-1134/ 634/ EL 1 9 ' - 1 12/ LE V E L 2 T. O . L A N D I N G 4'-912/ EL - 0 7 L4X4X38/ LE V E L 3 C12X20.7 5014AHSS1-14/X1-14/X14/(GUARDRAIL ) HSS6X6X38/BEAM (TYP.) 2516/ 4'-958/ EL 3 1 ' - 9 12 ' - 5 DET.2ME1028 A ME1028 A ME1028 HSS12X6X38/BEAM HSS1-12/X1-12/X14/(RAIL_POST)(TYP.) DET.4 ME1028 758/ 12 C12 X 2 0 . 7 3' - 0 T. O . L A N D I N G T. O . L A N D I N G 4 5' - 1 1 116 / (O.H.)(TYP.) MC12X10.6 L4X4X38/ EL 3 9 ' - 4 W.P 4 4'-458/ 9'-8 6 W.P 500 8 A HSS 1 - 14/X1-14/X14/(GUA R D R A I L ) 918/ 4'-658/ W.P 4'-4516/ MC8X22.8 2'-934/ 5'- 7 34/ EL 1 2 ' - 1 1 738/ 12 DET.5 ME1028 C12X20.7 501 0 A HSS 1 - 14/X1-14/X14/(GUA R D R A I L ) DET.1ME1028 7 LE V E L 1 7 W.P MC12X10.6 C12X20.7 C12 X 2 0 . 7 C12X20.7 W.P W.P W.P W.P 7 W.P W.P W.P MC8X22.8 C12X20.7 MC8X22.8 W12X26(E)BEAM W12X26(E)_BEAM HSS12X6X38/BEAM HSS12X6X38/BEAM HSS6X6X38/BEAM L4X4X38/ DET.3 ME1028 (TYP.) 7 3' - 7 7116 / 12 11 TREADS @ 11" =10'-1 PL12/"X12/(PICKET)(TYP.) 7' - 0 3'- 0 4'-758/ 758/ 12 5009AHSS1- 14/X1-14/X14/ (GUARDRAIL ) 12 TREADS @ 11"=11'-0 3' - 7 PIPE1-14/STD(HANDRAIL ) 5117AHSS1- 14/X1-14/X14/(GUARDRAIL ) 5011AHSS1- 14/X1-14/X14/ (GUARDRAIL ) 5029APIPE1-14/STD(WALL_RAIL ) 3'- 0 6516/ 7 6516/ 7 7 10 TREADS @ 11" =9'-2 918/ 3'- 0 7 (O.H.) 112/ 738/ 12 4'-012/ 7 5029APIPE1-14/STD(WALL_RAIL ) 5029APIPE1-14/STD(WALL_RAIL ) 4'-2516/ 4 6' - 2 12/ 3'- 7 5' - 7 34/ 6716 / 3' - 7 3' - 0 3' - 0 3' - 7 3'- 7 10 TREADS @ 11" =9'-2 14 ' - 0 7' - 7 6' - 5 3'-834/ 5' - 1 0 12 ' - 1 1 5'- 1 1 116 / 6716 / 2'-034/ 1'-0516/ 3'-034/ 3'- 0 112/ 3' - 0 7 3'- 7 6' - 5 12/ 6'- 5 12/ 3'- 7 3'- 0 5516/ 3 112/ 3'- 0 3'- 0 3'- 7 6516/ 1'-11516/ 1'-9 3'- 7 EL 2 5 ' - 4 EL 6 ' - 5 12/ 112/ 11 TREADS @ 11" =10'-1 634/ 10 TREADS @ 11" =9'-2 2 3'- 7 2516/ 7 10 3' - 0 7 3' - 7 7 3' - 0 3 112/ 2'-112/ 5'-658/ 918/ 4'-958/ 3'-834/ 4'-012/ 07/15/2024 Te k l a s t r u c t u r e s ELEVATIONB ELEVATIONC 13.51313.4 13.4 1313.5 N O S I N G LI N E LANDING N O S I N G LI N E N O S I N G LI N E LANDING N O S I N G LI N E LANDING N O S I N G LI N E N O S I N G L I N E E23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1024 STAIR #2 RAILING ELEVATION @ BLDG. C 06/10/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/10/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL ME1016, ME1017 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/17/2024Released For Re-ApprovalD PE 5 06/10/2024Released For Re-ApprovalE PE ME1016, ME1017 5' - 1 0 2 C12X20.7 4'-658/ 4'-858/ W.P 5025A PIPE1- 14/STD(WALL_RAIL ) 2'-112/ 1'-0 B W.P5023A PIPE1- 14/STD(WALL_RAIL ) PL18/"X42 716/LANDING_PLATE 3'-034/ 3'- 0 (TYP.) C12X20.7 EL 3 1 ' - 9 5024A PIPE1- 14/STD(WALL_RAIL ) 3' - 0 C12X20.7 HSS6X6X14/COLUMN MC8X22.8 W12X26(E)_BEAM W12X26(E)BEAM LE V E L 1 T. O . L A N D I N G LE V E L 2 LE V E L 3 T. O . L A N D I N G T. O . L A N D I N G C12X20.7 C12X20.7 C12X20.7 C12X20.7 C12X20.7 PL18/"X42 38/LANDING_PLATE W.P W.P W.P W.P HSS12X6X38/BEAM HSS12X6X38/BEAM HSS6X6X38/BEAM HSS12X6X38/BEAM MC12X10.6 MC12X10.6 MC8X22.8 MC8X22.8 SPLICE 5029APIPE1-14/STD(WALL_RAIL ) DET.6 ME1028 FACE OF STUD WALL FACE OF STUD WALL (TYP.)ME1028 2'-112/ EL 1 9 ' - 1 12/ 3' - 0 3'- 0 9'-8 5'-358/ 5' - 7 34/ 10 TREADS @ 11" =9'-2 5'- 1 1 116 / 6716 / 634/ 3' - 0 EL 2 5 ' - 4 EL 1 2 ' - 1 1 EL 6 ' - 5 12/ EL 0 6'- 5 6' - 2 12/ 6'- 2 12/ 6' - 5 12/ 6' - 5 12/ 7 2'-112/ 2'-934/ 11 TREADS @ 11" =10'-1 5'-658/ 2 758/ 12 3'- 0 23' - 0 3' - 0 738/ 12 2'-1134/ 10 TREADS @ 11" =9'-2 4'-1516/ 3' - 0 7116 / 12 4'-4516/ 2516/5'-1516/ 3'-834/ 4'-958/ 10 TREADS @ 11" =9'-2 3'-4516/ 738/ 12 LE V E L 3 3' - 0 3'-2516/ 9'-8 4'-4516/ LE V E L 2 W.P (TYP.)ME1028 758/ 12 HSS12X6X38/BEAM SPLICE 6'- 2 12/ W.P EL 1 9 ' - 1 12/ W18X35(E)_BEAM C12X20.7 1'-0 3'-4516/ 4'-2516/ B C12X20.7 W.P W14X22 BEAM EL 6 ' - 5 12/ C12X20.7 1'-0 W12X26(E)BEAM 2'-034/ LE V E L 1 3'- 0 7116 / 12 EL 0 4'-958/ 2516/ T. O . L A N D I N G T. O . L A N D I N G T. O . L A N D I N G RO O F C12X20.7 C12X20.7 C12X20.7 W.P W.P W.P 6' - 5 12/ MC8X22.8 MC12X10.6 MC8X22.8 EL 3 9 ' - 4 PL18/"X42 716/LANDING_PLATE MC12X10.6 MC8X22.8HSS12X6X38/BEAM PL18/"X40 716/LANDING_PLATE C12X20.7 HSS6X6X14/COLUMN HSS12X6X38/BEAM W14X22 BEAM W18X35(E)BEAM 4'-858/ W14X22 BEAM W18X35BEAM 4'-958/ 3' - 0 5028A PIPE1- 14/STD(WALL_RAIL ) FACE OF STUD WALL 5027A PIPE1- 14/STD(WALL_RAIL ) 5026A PIPE1- 14/STD(WALL_RAIL ) SPLICE SPLICE DET.6ME1028 3' - 0 (TYP.) FACE OF STUD WALL 2516/ 6' - 5 12/ 4'-658/ 2 3' - 0 3'-834/ 3' - 0 4'-658/ 2516/ 3' - 0 4'-458/ 2 1'-212/ EL 1 2 ' - 1 1 1'-212/ 5' - 1 1 116 / 11 TREADS @ 11" =10'-1 2'-934/ 12 ' - 5 12 ' - 1 1 4'-4516/ 12 TREADS @ 11" =11'-0 6'- 5 7'- 7 7'- 0 7 6716 / 2 1'-0 3'-034/ 6' - 2 12/ EL 3 1 ' - 9 EL 2 5 ' - 4 14 ' - 0 5' - 7 34/ 634/ 3'- 0 3' - 0 4'-758/1'-212/ 07/15/2024 Te k l a s t r u c t u r e s ELEVATIONDME1016ME1017 ELEVATIONFME1017 C.4C C (FACE OF WALL) E23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1025 STAIR #2 RAILING ELEVATION @ BLDG. C 06/10/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/10/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/17/2024Released For Re-ApprovalD PE 5 06/10/2024Released For Re-ApprovalE PE 1058/ C12X20.7 T. O . L A N D I N G 3' - 0 T. O . L A N D I N G LE V E L 1 5029A PIPE1-14/STD (WALL_RAIL ) C12X20.7 C12X20.7 C12X20.7 C12X20.7 C12X20.7 C12X20.7 C12X20.7 HS S 6 X 6 X 14/ CO L U M N HS S 6 X 6 X 14/ CO L U M N HSS6X6X 38/ T. O . L A N D I N G 5029A PIPE1-14/STD (WALL_RAIL ) 3'- 0 5029A PIPE1-14/STD (WALL_RAIL ) 11'-1 EL 3 1 ' - 9 EL 1 9 ' - 1 12/ EL 6 ' - 5 12/ EL 0 12 ' - 7 12/ 12 ' - 8 6' - 5 12/ 8'-1134/1'-258/ 2516/8'-718/2516/ 3' - 0 HSS1-12/X1-12/X14/(RAIL_POST)(TYP.) EL 3 9 ' - 4 5014A HSS1-14/X1-14/X14/(GUARDRAIL ) PL12/"X12/(PICKET)(TYP.) DET.7ME1029DET.8(O.H.) ME1029 1'-334/ 3'- 7 EL 3 9 ' - 4 3'- 7 4'-718/ 3'- 0 07/15/2024 Te k l a s t r u c t u r e s A-A DETAIL6 DETAIL(REF: 3/A6.09)1 DETAIL(REF: 4/A6.09)(SIM.)2 DETAIL(REF: 6/A6.08 SIM.)3 DETAIL(REF: 7/A6.08 SIM.)4 DETAIL5 DETAIL(REF.; 8/CS2.9)5 DETAIL3 DETAIL(REF: 1/CS2.9)(SIM.)2 DETAIL(REF: 7/CS2.9)1 DETAIL(REF.; 5/CS2.9)7 DETAIL6 B -B DETAIL(REF: 2/CS2.9)(SIM.)4 SECTION(REF: 2/A6.08)BSECTION(REF: 1/A6.09)A D -DME1029 C -C NOSING LINE NOSINGLINE MAX.MAX. MAX.MAX. NOSING LINE GAP N O S I N G L I N E NOSING LINE (TREAD)NOSING LINE (R I S E R ) (SP A S ) NOSING LINE MIN. MI N . MA X . 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/06/2024Released For Re-ApprovalD PE 5 05/17/2024Released For Re-ApprovalE PE 6 06/07/2024Released For Re-ApprovalF PE F23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1028 SECTION & DETAIL 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL ME1020, ME1023 ITEMS IF ACCEPTABLE.PLEASE VERIFY ALL CLOUDED APPROVER: ME1020, ME1021, ME1023 ME1020, ME1023 ME1020, ME1023 ME1020, ME1023 ME1021, ME1024 ME1020, ME1023 ME1021, ME1024 PL18/"LANDING_PLATE 18/2"@1618/2"@16TYP. PL18/"LANDING_PLATE 1178/ W14X22(BEAM) C12X20.7STRINGER PL18/"X4 516/(TREAD)(TYP.) 1 L2X2X14/(ANGLE)(TYP.) 2 3 2 3 3 HSS1-14/X1-14/X14/(TOP & BOTT. RAIL) (TYP.) PIPE1-12/"O.D. X .125(HANDRAIL) HSS1-12/X1-12/X14/(RAIL POST)(@ 4'-0" MAX.)B B PL14/"X3(PLATE ) PL14/"X1 12/(PLATE ) C12X20.7(STRINGER) PL12/"X12(EMBED_PLATE ) 316/3-SIDES CORE DRILLED PIPE1-14/STD / EL 0 2 312/ 3' - 7 3' - 0 2'-112/ 1'-21116/101316/ 3' - 0 6 3 234/ 3' - 7 HSS1-14/X1-14/X14/(TOP & BOTT. RAIL) 614/ PIPE1-12/"O.D. X .125(HANDRAIL) PL14/"X1 12/(PLATE ) HSS1-12/X1-12/X14/(RAIL POST)(@ 4'-0" MAX.) PL14/"X3(PLATE ) MC8X22.8(CHANNEL ) C12X20.7(STRINGER) C12X20.7(STRINGER) 316/3-SIDES PIPE1-14/STD / PIPE1-14/STD / 4 3' - 0 312/ 234/ C12X20.7(STRINGER) HSS1-12/X1-12/X14/(RAIL POST)(@ 4'-0" MAX.) C12X20.7(STRINGER) HSS1-14/X1-14/X14/(TOP & BOTT. RAIL) HSS1-14/X1-14/X14/(TOP & BOTT. RAIL) PIPE1-12/"O.D. X .125(HANDRAIL) PL14/"X1 12/(PLATE ) MC12X10.6(CHANNEL ) PL38/"X4(PLATE ) W/4 -12/DIA. SIMPSONSTRONG BOLT2 X 4 3' - 0 CC 234/ 312/ 3614/ 914/ 3' - 7 338/ 2 HSS1-14/X1-14/X14/(TOP & BOTT. RAIL) C12X20.7(STRINGER) 9 PIPE1-12/"O.D. X .125(HANDRAIL) HSS1-12/X1-12/X14/(RAIL POST)(@ 4'-0" MAX.) PL38/"X2 12/(PLATE ) (W/2 12/DIA. SIMPSONSTRONG BOLT2 x 4 ) PIPE1-14/STD / HSS12X4X38/(BEAM ) 3' - 7 338/ 2 3' - 0 234/ 312/ 316/ C12X20.7(STRINGER) HSS1-12/X1-12/X14/(RAIL POST)(@ 4'-0" MAX.) HSS1-14/X1-14/X14/(BOTT. RAIL) 234/ 14/ ANGLETO WT 14/ 118/ PL18/"X22 316/(TREAD)(TYP.) C12X20.7(STAIR) MK.: SEE PLANL4X4X14/(ANGLE_BRACE) MK.: SEE PLANC12X20.7(STAIR) L2X2X14/(ANGLE)(TYP.) WT7X30.5 MK.: SEE PLANMC12X10.6(CHANNEL) 1'-158/ MK.: SEE PLANL3X3X14/(ANGLE_BRACE) PL12/"X7(PLATE) W/(3) -1ØA490NBOLTSCTRD. IN 3" HORIZ. SLOTTED HLS. 1'-234/ 3-1 18/"ØHLS,SLAB 2 2 1 3 1 112/ 12 12 414/ 3 3 MK.: SEE PLANC12X20.7(STAIR) PL14/"X3(ENDPLATE) MK.: SEE PLANC12X20.7(STAIR) PL18/"X21 78/(TREAD)(TYP.) PL18/"X40 516/(LANDING_PLATE) MC8X22.8(CHANNEL) L3X2X38/(ANGLE) 14/14/3-SIDES TYP. 2 2 EL 6 ' - 5 12/ 2 4 4 11 2 2W18X55110001XXX(TY P . ) MK.: SEE PLANC12X20.7(STAIR) (TYP.) 316/ ANGLE TOTREAD TYP. 316/112/ ANGLE TOSTRINGER TYP. 18/2"@12PAN TO PAN 18/2"@12PAN TO STRINGER (TYP.) 6716 / 1'-034/1 EMBED PL. (TYP.)STRINGER TO 12/ PL18/"X21 78/(TREAD)(TYP.) 2 2-(3"x1316/") SLOTSHLS,GOL 112/(N/S) MK.: SEE PLANC12X20.7(STAIR) 3 CONC. SLAB PL12/"X12x1'-0(EMBED_PLATE) L2X2X14/(TYP.) L3X3X38/(ANGLE) PL14/"X3(PLATE) CJP 3-SIDES 8 2-1316/"ØHLS, 2 2 EL 0 8 p18313-1 116/"ØHLS, 18/2"@1618/2"@16 316/2"@12316/2"@12 C12X20.7STRINGER HSS12X6X38/BEAM 2 PL18/"X40 14/LANDING_PLATE L2X2X14/p8212 a9009 3 a1853a1853 1-1316/"ØHLS, a1853 p1702 p2059 1-1316/"ØHLS, 3 3 PIPE1-12/"O.D. X .125(WALL_RAIL ) PIPE1-12/"O.D. X .125(WALL_RAIL ) SPLICE PIPE1-14/STD / PIPE1-14/STD / PIPE1-12/"O.D. X .125(GUARDRAIL ) 234/ 214/ 14/14/ PL18/"LANDING_PLATE 1-1316/"ØHLS, a8058 316/2"@12316/2"@12C12X20.7CHANNEL L4X4X38/ HSS12X6X38/BEAM A A 1' - 0 (TYP.) a8058 p2059 p1831 1-1316/"ØHLS, p1796 6 3-1 116/"ØHLS, p8212 4 PIPE1-12/"O.D. X .125(WALL_RAIL ) (METAL BRACKET ) @ TOP)S.M.S.(LOCATE TWOBACKING W/ (3) #12ATTACH TO TRACK 12" FROM EA. END.@ 4'-0' O.C. MAX. &HANDRAIL, SPACEDFINISH TO MATCH (STUD WALL ) PIPE1-14/STD / 112/ 212/ EL E V . HSS1-12/X1-12/X14/(RAIL POST)(@ 4'-0" MAX.) 3' - 7 T. O . S L A B 312/ HSS1-14/X1-14/X14/(BOTT. RAIL) 7 PIPE1-12/"O.D. X .125 HSS1-14/X1-14/X14/(TOP RAIL) PIPE1-14/STD / 3' - 0 3 434/ 234/ 238/ 316/ CL . CL. HSS1-12/X1-12/X14/(RAIL POST) 134/ HSS1-12/X1-12/X14/(RAIL POST)1 1 114/ 4 714/ 114/ 114/ 238/ 134/PL38/"X4PLATE) HSS1-12/X1-12/X14/(RAIL POST) CL. CL . 316/ HSS1-12/X1-12/X14/(RAIL POST) W/4 -12/DIA. SIMPSONSTRONG BOLT2 X 4 238/ 238/ 114/ 434/ 114/ 714/ 4 234/114/ 1 1 07/15/2024 Te k l a s t r u c t u r e s DETAILME10228 DETAILME10227 A-A B-B DETAIL8 DETAILME10209 DETAIL7 A -A B -B C -C DETAIL(REF: 6/A6.08 SIM.)10ME1020 DETAIL11ME1020 MAX. F23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1029 DETAIL 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com ME1022, ME1025 AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 11/10/2023Released For ApprovalA PE 2 03/01/2024Released For Re-ApprovalB PE 3 04/03/2024Released For Re-ApprovalC PE 4 05/06/2024Released For Re-ApprovalD PE 5 05/17/2024Released For Re-ApprovalE PE 6 06/07/2024Released For Re-ApprovalF PE IF ACCEPTABLE.DIMENSIONS AND MATERIAL SIZESPLEASE VERIFY ALL CLOUDED APPROVER: ME1022, ME1025 SLAB HSS1-14/X1-14/X14/ BB HSS1-12/X1-12/X14/(RAIL POST) PL38/"X2 12/(PLATE)W/2-12/DIA. SIMPSONSTRONG BOLT2 X 4 CONC. SLAB538/ HSS1-14/X1-14/X14/ AA W/2-12/DIA. SIMPSONSTRONG BOLT2 X 4 PL38/"X2 12/(PLATE) HSS1-12/X1-12/X14/(RAIL POST) HSS1-14/X1-14/X14/ CONC. SLAB538/ 212/ 1 CL 114/ W/2-12/DIA. SIMPSONSTRONG BOLT2 X 4 CL 312/ PL38/"X2 12/(PLATE) 512/ 1 134/134/ 114/ W/2-12/DIA. SIMPSONSTRONG BOLT2 X 4 PL38/"X2 12/(PLATE) 234/ CL CL 634/ 31 212/ 114/ 114/ 1134/ HSS1-14/X1-14/X14/(BOTT. RAIL) HSS1-12/X1-12/X14/(RAIL POST) CONC. SLAB PL38/"X2 12/(PLATE ) W/2 -12/DIA. SIMPSONSTRONG BOLT2 X 4 BB434/ HSS1-12/X1-12/X14/(RAIL POST) HSS1-14/X1-14/X14/(BOTT. RAIL) W/2 -12/DIA. SIMPSONSTRONG BOLT2 X 4@ 3" EMBEDMENT PL38/"X2 12/(PLATE )CONC. SLAB CCC12X20.7(STRINGER) 316/ 4 434/ HSS1-12/X1-12/X14/(RAIL POST) AA HSS1-14/X1-14/X14/(BOTT. RAIL) CONC. SLAB HSS1-14/X1-14/X14/(BOTT. RAIL) PL38/"X2 12/(PLATE ) W/2 -12/DIA. SIMPSONSTRONG BOLT2 X 4 CL CL PL38/"X2 12/(PLATE ) W/2 -12/DIA. SIMPSONSTRONG BOLT2 X 4 134/134/ 212/ 1 312/1 512/ 114/ 114/ CL CL 3 PL38/"X2 12/(PLATE ) W/2 -12/DIA. SIMPSONSTRONG BOLT2 X 4 134/1 114/ 114/ 212/ 1 234/ 634/ VERIFY IN FIELD CL 1 34/ CL 134/ PL38/"X2 12/ W/2 -12/DIA. SIMPSONSTRONG BOLT2 X 4 CONC. SLAB 1 EDGE OF SLAB VERIFY IN FIELD 212/ 14/ 2 34/ 512/ 134/ 312/1 134/ HSS1-14/X1-14/X14/(TOP & BOTT. RAIL) PIPE1-14/STD / PIPE1-14/STD / PIPE1-12/"O.D. X .125(HANDRAIL) HSS1-14/X1-14/X14/(TOP & BOTT. RAIL) C12X20.7(STRINGER) 312/ HSS1-12/X1-12/X14/(RAIL POST)(@ 4'-0" MAX.) PIPE1-12/"O.D. X .125(HANDRAIL) MC12X10.6(CHANNEL ) C12X20.7(STRINGER) PL38/"X2 12/(PLATE ) (W/2 12/DIA. SIMPSONSTRONG BOLT2 x 4 ) 1'-234/ 3' - 7 7 3' - 0 11334/ W/4-12/DIA. SIMPSON STRONG BOLT2 X 4 HSS1-12/X1-12/X14/(RAIL POST) D ME1028 D ME1028 PL38/"X4(PLATE) C12X20.7(STRINGER) 12 07/15/2024 Te k l a s t r u c t u r e s SECTION(REF.; 8/CS2.9 (SIM.)HSECTION(REF.; 8/CS2.9)G SECTION(REF.; 8/CS2.9 (SIM.)JME1002 SECTION(REF.; 8/CS2.9 (SIM.)K SECTION(REF.; 8/CS2.9 (SIM.)JME1002 ME1002, ME1003ME1000, ME1001 IF ACCEPTABLE. DIMENSIONS AND WELDINGSPLEASE VERIFY ALL CLOUDED APPROVER: F23003 HILTON-ARCADIA 123 W Huntington Drive Arcadia, CA 91006 ME1030 SECTIONS 06/07/2024PE FM R.D. Olson Construction Axis/GFA Architecture + Design MHP Structural Engineers 06/07/2024 DATENO. OF PRINTS PRINT RECORD SHOP FN'L APP'L APPROVAL CONT'R ERECTION JOB NO.SHT.NO. ENGINEER: GC : PROJECT NAME: LOCATION: ARCHITECT: DATE: DATE: DATE: APPROVED BY: CHECKED BY: DRAWN BY: A&E Steel, Inc.Structural Steel Contractor 1394 East Ninth Street Pomona, CA 91766 Phone: (909) 623 . 4055www.aesteelinc.com AS NOTED DATEBY:DESCRIPTIONREV. REVISIONS REF. DRAWINGS: SHOP PAINT: ALL HOLES: EQUAL 1 12/04/2023Released For ApprovalA PE 2 02/23/2024Released For Re-ApprovalB PE 3 03/26/2024Released For Re-ApprovalC PE 4 05/03/2024Released For Re-ApprovalD PE 5 05/17/2024Released For Re-ApprovalE PE 6 06/07/2024Released For Re-ApprovalF PE ME1000, ME1001, ME1003 ME1000, ME1001 18/ TREAD TOANGLE 14/3-SIDES TYP. (VARIES) 14/TYP. (MK: SEE PLAN)MC12X10.6(CHANNEL ) 316/316/ 3-SIDESTYP. (MK: SEE PLAN)PL14/"X3 18/(PLATE ) (MK: SEE PLAN)PL14/"X3 18/(PLATE ) PL14/"X5 1316/(PLATE ) CL (MK: SEE PLAN)L3X3X14/(ANGLE_BRACE ) (MK: SEE PLAN)L4X4X14/(ANGLE_BRACE ) 838/ (MK: SEE PLAN)L3X3X38/(ANGLE ) W12X26((E)_BEAM ) 12/ 34/ (VARIES) 12/ 1 12/ (VARIES) 1'-1034/ PL14/"X5 1316/(PLATE ) 14/ 114/ 34/ (MK: SEE PLAN)PL14/"X3 18/(PLATE ) 12/14/3-SIDES TYP. 14/ANGLE TO WT (VARIES) 316/316/ 3-SIDESTYP. 14/ ANGLE TOANGLE (MK: SEE PLAN)PL14/"X3 18/(PLATE ) W12X26((E)_BEAM ) (MK: SEE PLAN)L3X3X38/(ANGLE ) (MK: SEE PLAN)MC12X10.6(CHANNEL ) (MK: SEE PLAN)L3X3X14/(ANGLE_BRACE ) (MK: SEE PLAN)L4X4X14/(ANGLE_BRACE ) (VARIES) (MK: SEE PLAN)WT7X30.5(BEAM ) CL 12/ 1 12 12 12/ 12/ (VARIES) CL (MK: SEE PLAN)L3X3X38/(ANGLE ) 14/3-SIDES TYP. 316/316/ 3-SIDESTYP. (MK: SEE PLAN)MC12X10.6(CHANNEL ) W12X26((E)_BEAM ) 312/ (MK: SEE PLAN)PL14/"X3(PLATE ) 1716 / (MK: SEE PLAN)PL14/"X3(PLATE ) 12/ 12/ 138/ 2'-534/ 2'-214/ 12/ (MK: SEE PLAN)L4X4X14/(ANGLE_BRACE ) 14/TYP. (MK: SEE PLAN)MC8X22.8(CHANNEL ) PL18/"X17 116/(TREAD ) (MK: SEE PLAN)L4X4X38/(ANGLE ) (MK: SEE PLAN)L3X3X14/(ANGLE_BRACE ) 14/TYP. 18/ TREAD TO ANGLE 14/ BACK OF CHANNEL 14/14/ 712/412/ 1'-0 12/ 12 12 12/ 18/18/ ANGLE TOBENT_PL. PL14/"X13 34/(BENT_PLATE ) 138/ CL 12/ 14/ ANGLE TO ANGLE 14/ 316/316/ 3- SIDES TYP. (MK: SEE PLAN)PL14/"X3(PLATE ) W12X26(E)BEAM ) 1'-234/ (MK: SEE PLAN)PL14/"X3(PLATE ) 14/3- SIDES TYP. (MK: SEE PLAN)L3X3X38/(ANGLE ) 3'-5 2'-214/ 31316/ 34/ 1716 / 12/ 07/15/2024 DEC. 26, 2023 07/15/2024 DEC. 26, 2023 DEC. 26, 2023 DEC. 26, 2023