Von Ryan Clamor

Portfolio Von Ryan Clamor Structural Engineer PRC License Number: - 1. Jotun Design and Build of New Plant in Batangas Structural design and analysis of seven main structures (steel and concrete) and other miscellaneous structures such as 500k Liter Water Tank Concrete Support, Oil Interceptor, Retaining Wall & Septic Tank. A. Administration Building A 2‐Storey Concrete Building B. Drum Storage 750m2 Steel Drum Storage (Open Warehouse) C. Production Building D. Maintenance Building E. Waste Storage Area F. Utility Building G. Guard House 2. Design of Intendencia Building Restoration and rehabilitation of existing Intendencia Building located in Manila. The client wants to retain the exterior walls and the main marble stairway. The new building is now a 4‐storey building using concrete columns and micropiles; concrete beams for second floor and steel beams for third and fourth floor to accommodate restrictions in the upper floors. 3. Design of 90 meter Box Culvert Design of 3‐meter x 5 barrel x 90‐meter long box culvert that runs below a runway. See appendix A for drawings. 4. Design of Enga Teacher’s Dormitories Structural design and analysis of three structures: 4‐Storey Male Dormitory, 3‐Storey Female Dormitory with existing masonry walls up to second floor and a 2‐Storey Mess Hall. The project is located in Enga Papua New Guinea. The design used both PNG and AUS codes. Appendix A Sample Detailed Engineering Drawings From Previous Projects Jotun Design and Build of New Plant In Batangas FOR TENDER NOT FOR CONSTRUCTION FOR TENDER NOT FOR CONSTRUCTION FOR TENDER NOT FOR CONSTRUCTION Enga Teachers’ Dormitory In Papua New Guinea DATE PLOTTED: 7 July 2017 10:43 AM BY : VON RYAN CLAMOR S STEELWORK MEMBER SCHEDULE 1 3 2 5 4 6 6' 7 8 8' 9 10 11 13 12 MARK 14 1 K 1 FB8 H FB8 FB7 FB8 FB7 FB7 FB8 200 x 400 x 6.0 RHS COLUMN C3 150 x 150 x 6.0 SHS COLUMN C4 250 x 250 x 6.0 SHS COLUMN C5 200 x 300 x 8.0 RHS COLUMN FB1 200 UB 22.3 BEAM FB2 200 UB 18.2 BEAM FB3 410 UB 53.7 BEAM FB4 150 UB 14.0 BEAM FB5 180 UB 16.1 BEAM FB6 200 UB 25.4 BEAM FB7 250 UB 31.4 BEAM FB8 250 UB 37.3 BEAM J1 C15012 NOT USED NOT USED FLOOR JOIST AT 450 MAX CTS FB4 C3 FB4 FB4 C3 FB2 FB4 FB2 FB6 FB6 FB6 C5 FB6 C5 FB6 C5 FB7 FB7 50mm SEISMIC GAP C5 C4 FB4 C5 C4 FB2 FB1 J1 FB4 FB6 C2 MALE DORM TO MESSHALL BLDG. FOOTBRIDGE C5 FB6 FB4 C5 FB6 C5 FB6 C5 FB6 C5 FB6 C5 C5 C5 C3 E FB1 C5 FB4 SS2-06 FB4 C4 C3 1 C4 FB1 FB7 FB4 FB4 C3 F FB4 COLUMN FB8 FB2 FB8 G REMARKS 200 x 400 x 8.0 RHS C3 FB7 J1 FB6 FB6 FB6 FB6 FB6 FB6 C5 FB7 FB7 FB7 FB7 FB6 FB6 C5 FB6 C5 C5 C5 C5 FB7 FB7 FB6 C5 C5 FB5 C3 FB5 FB5 FB5 FB7 FB7 FB7 FB7 FB7 FB7 FB7 FB7 FB7 FB7 FB7 FB7 FB7 FB7 UP FB5 FB5 C3 FB5 C3 FB5 4 S2-08 J1 FB5 FB5 FB6 C5 UP C3 FB6 C5 C5 C5 C FB6 C5 J1 2 S2-07 C3 FB6 C5 J1 C3 FB6 FB5 C5 FB5 FB7 C3 FB7 SS2-06 S2-07 D FB7 3 FB7 FB7 FB7 FB7 FB7 1 FB7 FB7 J1 C3 STAIR -3 FB6 FB6 C5 FB6 FB6 FB6 C5 FB6 C5 FB6 C5 FB6 C5 FB6 C5 FB6 C5 FB6 C5 C5 C5 C5 FB6 C5 FB6 C5 FB6 C5 STAIR -2 B C5 FB6 FB6 J1 J1 FB5 UP FB5 C3 C5 C5 FB5 FB8 A C3 2 FB5 SS2-06 FB5 XREF's: xref-Title Block CAD File: G:\OPERATIONS\PROJECT MANAGE\PHYSICAL INFRASTRUCTURE\BTO Projects\OUTSOURCING\6181-54 Enga Teachers College (PNG)\Drawings\ACTIVE FOR CONSTRUCTION_R1\MALE\6181-54-CD-S2-02_MALE DORM-TYPICAL FIRST TO THIRD FLOOR FRAMING PLAN.dwg 1 J SIZE C1 C3 C3 FB5 STAIR -1 3 S2-07 MALE DORMITORY TYPICAL FIRST TO THIRD FLOOR FRAMING PLAN SCALE 1:100 1 0 Rev. 15/02/2017 19/12/2016 Date ISSUE FOR CONSTRUCTION-ABLUTION BLOCK REVISION FOR CONSTRUCTION Description AP AP Des. MA MA MA MA Appd. Verif. NOTE: REFER TO ARCHITECTURAL DRAWING FOR DEPRESSION LEVEL . 1 3 2 5 4 6 S 7 P1 ST1 7 1 BR 1 1 BR 1 BR BR 1 ST1 1 BR 1 BR TRIMMER PURLIN K ST1 BR 1 ST1 P1 BR 1 P1 L 2 6 TRIMMER PURLIN P1 STEELWORK MEMBER SCHEDULE S3-07 R1 R1 R1 R1 3 R1 P1 J P1 P1 R1 R1 FB1 FB1 FB1 C1 C1 C1 LFB1 P1 FB1 P1 TRIMMER PURLIN P1 FB2 FB2 FB2 FB2 FB2 FB2 FB2 P1 S1 P1 S1 TRIMMER PURLIN FB3 C1 H C1 FB3 FB3 FB1 C1 FB3 DN FB4 DN FB4 FB3 FOOTBRIDGE TO MESSHALL (FEMALE DORM) FLOOR FRAMING AT STAIR LANDING SIZE REMARKS 250 UC 72.9 COLUMN FB1 250 UB 37.3 BEAM FB2 310 UB 32.0 BEAM FB3 410 UB 53.7 BEAM FB4 460 UB 74.6 BEAM FB5 150 UB 14.0 BEAM FB6 180 UB 18.1 BEAM LFB1 200 UB 29.8 BEAM R1 200 UB 29.8 RAFTER R2 150 UB 14.0 RAFTER ST1 150 PFC STRUT BR1 16 Ø ROD BRACING S1 75 x 5 EA P1 C15010 SEAT ANGLE PURLINS AT 1000 MAX CTS SCALE 1:100 FB1 FB2 FB2 FB2 FB2 J1 FB2 FB2 FB2 J1 FB1 DN C1 FB2 FB2 FB2 FB2 FB2 1 S3-09 FB1 1 C1 LFB1 J1 FB3 S3-09 FOOTBRIDGE TO MESSHALL (MALE DORM) H P1 C1 P1 G C1 J1 P1 P1 P1 J MARK FB1 C1 FB1 C1 FB1 C1 FB1 FB6 FB5 C1 FB5 FB5 C1 FB5 P1 1 BR R2 BR R2 R2 1 1 BR 1 ST1 3 S3-10 FIRST FLOOR FRAMING PLAN SCALE 1:100 VC MA MA FB5 C1 C1 C1 FB5 ST1 FOR CONSTRUCTION S3-08 FB3 C1 C1 BR 19/12/2016 FB1 C1 C1 FB2 2 FB2 FB2 FB3 FB6 FB3 C1 FB3 P1 0 C1 C1 FB2 FB2 FB2 C1 FB3 FB2 FB3 FB2 FB2 FB3 FB3 FB2 FB2 C1 FB2 FB3 2 FB1 FB2 FB2 FB2 FB2 FB2 FB2 FB2 FB2 FB2 FB3 FB3 S3-08 A FB2 C1 C1 FB2 FB2 FB2 FB2 FB2 C1 C1 C1 FB3 C1 FB3 FB3 FB3 FB3 C1 FB3 C1 FB2 FB2 FB2 FB2 FB2 FB3 C1 B FB3 C1 C1 FB3 - DENOTES 190mm LOAD BEARING BLOCKWALL FB3 C1 FB3 FB1 C FB3 C1 FB3 C1 FB1 D FB2 FB3 FB1 FB3 FB1 E C1 C1 F C1 LEGEND: NOTE: REFER TO SHEET SS3-01 & SS3-02 FOR GENERAL NOTES. REFER TO SHEET SS3-03 & SS3-04 FOR TYPICAL WALL SECTIONS. REFER TO SHEET S1-08 & S2-08 FOR FOOT BRIDGE DETAILS TO MESSHALL FROM FEMALE & MALE DORM. DATE PLOTTED: 19 December 2016 8:51 AM BY : VON CLAMOR S 1 3 2 5 4 6 6' 7 8 8' 9 10 11 13 12 STEELWORK MEMBER SCHEDULE 14 MARK FB2 C1 FB1 FB1 FB1 C1 H FB3 FB2 C1 FB1 FB3 C1 J FB2 FB1 FB1 FB3 FB2 FB3 REMARKS C1 200 x 400 x 8.0 RHS COLUMN C2 200 x 400 x 6.0 RHS COLUMN C3 150 x 150 x 6.0 SHS COLUMN C4 250 x 250 x 6.0 SHS COLUMN FB1 200 UB 22.3 BEAM FB2 200 UB 18.2 BEAM FB3 410 UB 53.7 BEAM FB4 150 UB 14.0 BEAM FB5 180 UB 16.1 BEAM FB6 410 UB 59.7 BEAM FB7 180 UB 18.1 BEAM J1 C15012 FLOOR JOIST AT 450 MAX CTS J1 FB2 C1 FB1 FB1 C1 FB1 C1 50mm SEISMIC GAP C3 FB1 FB1 C1 FB4 FB4 FB6 FB4 C3 FB4 C2 FB2 FB2 C4 FB2 FB1 J1 C3 C1 FB1 FB1 FB4 FB6 FB1 FB4 FB4 C1 FB1 C1 FB1 C1 C1 FB1 C1 FB1 REFER TO ARCHITECTURAL DRAWING FOR DEPRESSION LEVEL. FB6 E C1 C1 FEMALE DORM TO MESSHALL BLDG. FOOTBRIDGE C3 SS1-06 C4 FB1 FB4 1 FB4 C4 C3 F FB1 FB4 S1-08 FB1 C4 C3 4 FB4 FB1 J1 C1 FB4 C2 FB1 C1 C2 FB1 G C2 NOTE: FB1 1 FB4 FB4 FB4 FB6 FB6 FB5 FB4 FB4 J1 FB6 FB6 FB6 FB6 FB6 FB6 FB6 FB6 FB6 FB6 FB6 FB6 FB6 FB5 STAIR -2 FB7 FB1 J1 FB5 C3 FB5 C1 UP FB5 C1 C3 J1 2 FB5 FB5 SS1-06 C3 C3 FB5 STAIR -1 3 S1-07 FEMALE DORMITORY TYPICAL FIRST TO SECOND FLOOR FRAMING PLAN SCALE 1:100 VC Des. MA MA Verif. Appd. FB1 FB1 FB1 C1 C1 C1 FB1 C1 FB1 C1 FB1 C1 FB1 FB7 FB1 C1 FB1 C1 C1 C1 FB1 C1 C1 FB1 C1 C1 C1 FB1 FB1 Description FB5 FB5 UP STAIR -3 FB1 TO BE REVISED FB5 FB6 FB6 FB6 FB4 FB4 J1 A 19/12/2016 Date FB4 C3 FB4 FB4 FB6 FB6 FB6 FB6 FB4 S1-07 B 0 Rev. FB6 FB6 FB6 FB6 FB6 FB6 FB4 FB4 FB5 FB4 FB4 C3 FB4 FB4 FB6 FB4 FB6 FB4 FB5 FB4 FB6 FB6 FB6 FB6 FB4 FB6 FB5 FB4 J1 FB6 C3 C3 UP FB4 FB6 FB6 FB5 FB5 C FB4 FB6 FB4 FB6 FB4 FB5 2 S1-07 C3 FB5 3 SS1-06 C3 C3 D FB6 FB6 J1 C3 XREF's: xref-Title Block; xref-Female_Grid CAD File: G:\OPERATIONS\PROJECT MANAGE\PHYSICAL INFRASTRUCTURE\BTO Projects\OUTSOURCING\6181-54 Enga Teachers College (PNG)\Drawings\ACTIVE_FOR CONSTRUCTION\CAD_FEMALE\6181-54-CD-S1-02_FEMALE DORM-TYPICAL FIRST TO SECOND FLOOR FRAMING PLAN.dwg FB1 FB1 FB2 FB1 C2 FB2 K C2 C2 C2 AREA TO BE REVISED SIZE DATE PLOTTED: 19 December 2016 9:27 AM BY : VON CLAMOR S FEMALE DORMITORY FOOTING TIE BEAM SCHEDULE DIMENSION (mm) BEAM DESIG. B REINFORCEMENT (mm) LEFT SUPPORT D TOP MIDSPAN BOTTOM RIGHT SUPPORT TOP BOTTOM TOP BOTTOM WEB BARS EA. FACE SIZE & SPACING OF STIRRUPS NO. OF LEGS REMARKS FOOTING TIE BEAM LEVEL FTB-1 250 500 3N16 3N16 2N16 2N16 3N16 3N16 2 R10 1@50, 10@100, REST @ 200 TO MIDSPAN FTB-2 300 400 3N16 3N16 2N16 2N16 3N16 3N16 2 R10 1@50, 10@100, REST @ 200 TO MIDSPAN FEMALE DORMITORY FOOTING SCHEDULE REINFORCEMENT (mm) FOOTING DESIGN D W (WIDTH) F1 1500 1750 1750 300 N12@150 N12@150 - - ISOLATED F2 1500 1100 1100 300 N12@150 N12@150 - - ISOLATED FM - 1 1500 SEE DETAIL 400 SEE DETAIL MAT FOOTING FM - 2 1500 SEE DETAIL 400 SEE DETAIL MAT FOOTING FC1 1500 1500 3800 300 N12@250 N16@100 N12@250 N12@250 COMBINED FC2 1500 1700 4200 350 N16@300 N16@100 N16@300 N16@300 COMBINED FC3 1500 1100 3100 300 N12@200 N16@200 N12@200 N12@200 COMBINED 5 6 6' 1 T (THICKNESS) L (LENGTH) 3 2 BOTTOM BARS TOP BARS TRANSVERSE LONGITUDINAL BAR 'B' BAR 'A' 4 TRANSVERSE LONGITUDINAL BAR 'D' BAR 'C' 7 REMARKS 8 8' 9 10 11 12 13 14 N16 TOP @ 250 CTS. N16 BTM. @ 250 CTS. 1500 14995 3000 3150 3000 14995 1500 925 2 - 1800 1900 N16 BTM. @ 200 CTS E EXTENT OF EXCAVATION 42140 1 N16 TOP @ 200 CTS - CONCRETE PEDESTAL FM - 1 REINFORCEMENT DETAILS CONSTRUCTION JOINT EXISTING WALL SCALE 1:100 3 2 4 5 6 6' 7 8 8' 9 10 11 12 13 14 260 1 400 N16 T/B @ 200 CTS. 400 70 N16 T/B @ 250 CTS. 70 N16 BTM. @ 250 CTS- 50mm THK 25MPa CONCRETE BLINDING LAYER 1800 B N16 TOP @ 250 CTS N16 BTM. @ 200 CTS 1 N16 TOP @ 200 CTS 17720 6700 FM - 2 REINFORCEMENT DETAILS SCALE 1:100 0 Rev. 19/12/2016 Date RE- COMPACTED SUBGRADE 300 MIN EXTEND BLINDING UNDER EXISTING FOOTING IF UNDERMINED EXISTING TIES N16 T/B @ 200 CTS. FOOTING. PLACE CONCRETE GROUT. SEE SPECIFICATIONS FOR PROCEDURE. 1600 1900 XREF's: xref-Title Block CAD File: G:\OPERATIONS\PROJECT MANAGE\PHYSICAL INFRASTRUCTURE\BTO Projects\OUTSOURCING\6181-54 Enga Teachers College (PNG)\Drawings\ACTIVE_FOR CONSTRUCTION\CAD_FEMALE\6181-54-CD-S1-05_FEMALE DORM-SCHEDULE OF FOOTINGS, COLUMNS, FTB.dwg DIMENSIONS (mm) TO BE REVISED Description VC Des. MA MA Verif. Appd. 17720 SECTION 1 SECTION 2 SCALE 1:20 - SCALE 1:20 - 1 2 3 5 4 6 6' 7 BP1/P1 K 8 8' BP1/P1 BP1/P1 9 10 11 13 12 14 BP1/P1 GRID AREA TO BE REVISED GRID OF STEEL COLUMN BP1/P1 BP1/P1 F BP4/P4 BP2/P2 BP2/P2 BP2/P2 BP2/P2 BP2/P2 BP2/P2 BP2/P2 D BP2/P2 C BP2/P2 BP4/P4 BP4/P4 BP1/P1 BP1/P1 GRID BP1/P1 BP2/P2 BP3/P3 BP3/P3 BP2/P2 BP2/P2 BP3/P3 BP3/P3 BP2/P2 BP4/P4 BP2/P2 BP4/P4 BP2/P2 BP4/P4 BP4/P4 R10 3@50, 4@75, 4@100, REST@150 O.C. CRS. BP4/P4 GRID 12-N16 VERTICAL BARS 12-N24 VERTICAL BARS BP4/P4 BP4/P4 BP4/P4 BP4/P4 BP4/P4 OF STEEL COLUMN BP2/P2 BP2/P2 ANCHOR BOLT (SEE SCHEDULE) BP2/P2 200 x 400 x 8 RHS / 200 x 400 x 6 RHS BP2/P2 BP2/P2 BP4/P4 B BP4/P4 BP4/P4 BP4/P4 BP4/P4 BP4/P4 BP4/P4 BP4/P4 BP4/P4 BP4/P4 BP4/P4 BP4/P4 BP4/P4 150 x 150 x 6 SHS TOP OF PEDESTAL 50MM NON-SHRINK LEVELLING GROUT BP4/P4 BP2/P2 BP2/P2 BP2/P2 BP2/P2 SEE SCHEDULE OF BASE PLATE TOP OF PEDESTAL BP4/P4 DEPTH A ANCHOR BOLT (SEE SCHEDULE) SEE SCHEDULE OF BASE PLATE BP2/P2 BP4/P4 BP4/P4 OF STEEL COLUMN R10 3@50, 4@75, 4@100, REST@150 CRS. 25MM NON-SHRINK LEVELLING GROUT DEPTH E BP2/P2 BP4/P4 R10 3@50, 4@75, 4@100, REST@150 O.C. CRS. BP1/P1 BP1/P1 G 400 400 H BP1/P1 600 J OF STEEL COLUMN 600 FOOTING (SEE SCHEDULE) COLUMN PEDESTAL & BASEPLATE LAY-OUT KEY PLAN R10 3@50, 4@75, 4@100, REST@150 CRS. FOOTING (SEE SCHEDULE) SCALE 1:200 BTM. OF FOOTING PLANE WASHER GRID JAM NUT OF STEEL COLUMN BP2 DETAIL SCALE 1:20 SCALE 1:20 NON-SHRINK LEVELLING GROUT MARK - OF STEEL COLUMN OF STEEL COLUMN 500 HEAVY HEX NUT STEEL COLUMN SIZE ANCHOR BOLT NO. 200 x 400 x 8 RHS / 200 x 400 x 6 RHS 150 x 150 x 6 SHS 250 x 250 x 6 SHS 200 x 400 x 8 RHS (mm) BASE PLATES ANCHOR BOLT (SEE SCHEDULE) 250 x 250 x 6 SHS 16 200 500 500 20 4 4 4 16 16 20 - - - 12 12 20 B 25 SEE SCHEDULE OF BASE PLATE SEE SCHEDULE OF BASE PLATE TOP OF PEDESTAL TOP OF PEDESTAL 25MM NON-SHRINK LEVELLING GROUT 25 DEPTH R10 3@50, 4@75, 4@100, REST@150 O.C. CRS. 550 FOOTING (SEE SCHEDULE) 25 E BASEPLATE OVER 25MM NON-SHRINK LEVELLING GROUT (SEE SCHEDULE OF BASEPLATE) 500 250 125 ANCHOR BOLTS (SEE SCHEDULE) 200 x 400 x 8 RHS 25MM NON-SHRINK LEVELLING GROUT ANCHOR BOLTS SHALL BE 4.6/S CONFORMING TO AS 1111 AND AS 1112 75 TYP. 500 450 75 300 ANCHOR BOLTS (SEE SCHEDULE) 75 R10 3@50, 4@75, 4@100, REST@150 O.C. CRS. FOOTING (SEE SCHEDULE) CONCRETE PEDESTAL (SEE SCHEDULE) BTM. OF FOOTING BASEPLATE OVER 25MM NON-SHRINK LEVELLING GROUT (SEE SCHEDULE OF BASEPLATE) BP3 DETAIL BP4 DETAIL SCALE 1:20 SCALE 1:20 NOTE: BTM. OF FOOTING P3 DETAIL P4 DETAIL SCALE 1:20 SCALE 1:20 XREF's: xref-Title Block REFER TO SHEET SS1-04 FOR TYPICAL BLACKOUT DETAIL 0 Rev. 19/12/2016 Date TO BE REVISED VC MA MA Verif. Appd. ANCHOR BOLT (SEE SCHEDULE) NOTE: 25 - 75 GRID 500 OF STEEL COLUMN OF STEEL COLUMN e B D t (mm) (mm) (mm) (mm) 4 14-N20 VERTICAL BARS 125 75 TYP. CONCRETE PEDESTAL (SEE SCHEDULE) 12-N20 VERTICAL BARS WASHER 175 300 25 25 25 75 BP2 BP3 BP4 ANCHOR BOLT (SEE DETAIL) 550 450 R10 3@50, 4@75, 4@100, REST@150 CRS. e BASE PLATE BP1 25 R10 3@50, 4@75, 4@100, REST@150 CRS. D BASEPLATE OVER 25MM NON-SHRINK LEVELLING GROUT (SEE SCHEDULE OF BASEPLATE) BP1 DETAIL GRID 550 25 CONCRETE PEDESTAL (SEE SCHEDULE) BASEPLATE OVER 50MM NON-SHRINK LEVELLING GROUT (SEE SCHEDULE OF BASEPLATE) OF STEEL COLUMN 500 DEPTH CONCRETE PEDESTAL (SEE SCHEDULE) OF STEEL COLUMN COLUMN GRID ANCHOR BOLTS (SEE SCHEDULE) 50 ANCHOR BOLTS (SEE SCHEDULE) 8 9-14 GRID 400 600 500 350 GRID 75 GRID 1-6 7 B TYP. SCALE 1:20 TOP OF PEDESTAL - TYP. SCALE 1:20 550 75 25 - 75 350 P2 DETAIL t 25 50 - P1 DETAIL NON-SHRINK LEVELLING GROUT 400 50 25 500 350 50 HEAVY HEX NUT OF STEEL COLUMN 600 BASE PLATE 500 GRID BTM. OF FOOTING BASEPLATE DETAILS CONCRETE PEDESTAL DETAILS SCALE 1:20 SCALE 1:20 DATE PLOTTED: 19 December 2016 9:31 AM BY : VON CLAMOR 1 14 A A MARK OF COLUMN REMARKS C3 150 x 150 x 6.0 RHS COLUMN STR1 150 UB 14.0 STRINGER BEAM FB5 REFER TO S1-02 FLOOR BEAM LVL. 2 LANDING 4 FB5 BEYOND FB5 STR1 STR1 STR1 SIZE C3 OF COLUMN THIRD FLOOR LEVEL STR1 STR1 C3 UP S STEELWORK MEMBER SCHEDULE MID LANDING J1 3 C3 C3 STR1 - STAIR 1 PLAN STR1 FIRST FLOOR LEVEL SCALE 1:50 LVL. 1 LANDING FB5 NON-LOAD BEARING BLOCKWALL REFER TO SS1-03 REINFORCEMENT DETAILS 1 2 D C3 C3 STR1 - - STR1 GROUND FLOOR LEVEL STR1 MID LANDING STR1 J1 STR1 C STR1 UP TYPICAL STAIR SECTION STR1 SCALE 1:50 C3 C3 STAIR 2 PLAN SCALE 1:50 14 C3 D STR1 C3 STAIR FINISH REFER TO ARCHITECTURAL DRAWING C STR1 STR1 STR1 MID LANDING J1 STR1 50x6 E.A. 15 0U B1 TYP 0U SCALE 1:50 450 150x150x6.0 SHS COLUMN MID LANDING B1 4.0 15 0U 150 UB 14.0 4.0 150 STAIR 3 PLAN FLOOR JOIST REFER TO SS1-06 FOR TYP. CONN. DETAILS 15 B1 STR1 6 50x6 E.A. 2No. M16 BOLT 150mm DEEP INTO CONC. EACH SIDE AT 10 mm THK. PLATE 4.0 UP C3 OF COLUMN STRINGER BEAM (STR1) C3 XREF's: xref-Title Block CAD File: G:\OPERATIONS\PROJECT MANAGE\PHYSICAL INFRASTRUCTURE\BTO Projects\OUTSOURCING\6181-54 Enga Teachers College (PNG)\Drawings\ACTIVE_FOR CONSTRUCTION\CAD_FEMALE\6181-54-CD-S1-07_FEMALE DORMITORY-TYPICAL STAIR DETAILS.dwg 1 FB5 BEYOND FB5 BEYOND 8 THK SHEAR PLATE 2-M12 8./8S BOLTS ON SLOTTED HOLES 150 FLOOR BEAM (FB5) FLOOR BEAM (FB5) 8 THK SHEAR PLATE 2-M12 8./8S BOLTS TYP 6 NOTE: REFER TO ARCHITECTURAL DRAWING FOR BUILDING DIMENSIONS. DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 SCALE 1:20 - SCALE 1:20 - SCALE 1:20 - SCALE 1:20 NOTE: REFER TO SHEET SS1-05 FOR TYPICAL STEEL BEAM CONNECTION DETAILS. 0 Rev. 19/12/2016 Date TO BE REVISED Description VC Des. MA MA Verif. Appd. 1 GRID PART OF MESSHALL F TOP OF ROOF BEAM 180UB16.1 FM -1 2-M12 8.8/S BOLTS 8 THK SHEAR PLATE CFW BOTH SIDES COLUMN FACE/ COLUMN FLANGE C3/BP2/P2/F2 G C3/BP2/P2/F2 C3/BP2/P2/F2 C3/BP2/P2/F2 E FOOT BRDIGE TO MESSHALL FRM FEMALE DORM UP TOP OF BEAM C3/BP2/P2/F2 C3/BP2/P2/F2 C3/BP2/P2/F2 S GRID DETAIL 1 SCALE 1:10 - GRID OF STEEL COLUMN 400 R10 3@50, 4@75, 4@100, REST@150 O.C. CRS. FLOOR JOIST C3/BP2/P2/F2 180UB16.1 400 DATE PLOTTED: 19 December 2016 9:32 AM BY : VON CLAMOR 7 GRID GIRDER PART OF FEMALE DORMITORY 12-N16 VERTICAL BARS 2-M12 8.8/S BOLTS 8 THK SHEAR PLATE CFW ALL AROUND FOOT BRIDGE FOUNDATION PLAN DETAIL 2 SCALE 1:10 - OF COLUMN/FOOTING (TYP. U.N.O.) ANCHOR BOLT (SEE SCHEDULE) SHS COLUMN SCALE 1:50 7 SEE SCHEDULE OF BASE PLATE 1 FOOTPATH TO MESSHAL FRM FEMALE DORM C1 1 - 1 G B1 C3 B1 C3 C3 B1 C3 B1 R10 3@50, 4@75, 4@100, REST@150 CRS. E B1 B2 R1 R1 R1 R1 R1 C1 C3 RB1 C3 RB1 E RB1 150 x 150 SHS COLUMN CONCRETE PEDESTAL DETAILS 400 x 400 CONC. PEDESTAL SCALE 1:20 1100 x 1100 FOOTING 350 x 350 BASE PLATE SEE S3-02 BEAM SEE S1-02 BEAM SEE S1-02 180 UB 16.1 BEAM 150 UB 14.0 BEAM C- UB 16.1 FLOOR JOIST AT 450 MAX. CTS. ROOF BEAM 150 UB 14.0 RAFTER 2- STRUT 100 PFC C15010 PURLIN AT 1000 MAX CTS R1 FB5 PART OF FEMALE DORMITORY FOOT BRIDGE ROOF FRAMING PLAN SCALE 1:50 OF STEEL COLUMN 400 25 350 TOP OF PEDESTAL 25 COLUMN B - TYP. BASE PLATE ANCHOR BOLTS (SEE SCHEDULE) CONCRETE PEDESTAL (SEE SCHEDULE) RB1 C3 FB5 NON-SHRINK LEVELLING GROUT BASEPLATE OVER 25MM NON-SHRINK LEVELLING GROUT (SEE SCHEDULE OF BASEPLATE) NON-SHRINK LEVELLING GROUT MARK R1 C3 GRID R1 R1 R1 RB1 C3 RB1 C3 C3 RB1 R1 R1 RB1 FB4 BP1 DETAIL D SCALE 1:20 BP1 19/12/2016 Date TO BE REVISED Description VC Des. MA MA Verif. Appd. ANCHOR BOLT (SEE DETAIL) WASHER HEAVY HEX NUT STEEL COLUMN SIZE ANCHOR BOLT NO. 150 x 150 x 6 SHS NOTE: NOTE: REFER TO SHEET SS1-05 FOR BEAM TO COLUMN & BEAM TO BEAM CONNECTION DETAILS. ANCHOR BOLTS SHALL BE 4.6/S CONFORMING TO AS 1111 AND AS 1112 4 BASEPLATE DETAILS SCALE 1:20 0 Rev. BASE PLATE HEAVY HEX NUT GRID ST1 FB6 ST1 RB1 ST1 C3 PART OF MESSHALL ST1 ST1 ST1 PLANE WASHER JAM NUT BEAM R1 G C3 C3 - RB1 R1 ST1 P1 REMARKS t PURLINS SIZE e 1 RB1 REFER TO SHEET SS1-04 FOR TYPICAL BLACKOUT DETAIL MARK C3 P2 F2 BP2 FB1 FB5 FB6 B1 B2 J1 SCALE 1:50 7 NOTE: D D FB4 FB5 FOOT BRIDGE FRAMING PLAN RB1 N12@150 N12@150 - PART OF FEMALE DORMITORY 1 - 400 FB5 SCALE 1:50 25 FB1 C3 2 J1 BTM. OF FOOTING 350 - B1 1 1 25 2 SECTION - B1 C3 C3 B1 C3 C3 B1 300 B2 B1 N12@150 FB6 N12@150 B1 B2 B2 PART OF MESSHALL B2 J1 C3 XREF's: xref-Title Block CAD File: G:\OPERATIONS\PROJECT MANAGE\PHYSICAL INFRASTRUCTURE\BTO Projects\OUTSOURCING\6181-54 Enga Teachers College (PNG)\Drawings\ACTIVE_FOR CONSTRUCTION\CAD_FEMALE\6181-54-CD-S1-08_FEMALE DORMITORY - FOOT BRIDGE DETAILS.dwg FINISH GRADE LINE (mm) 16 BASE PLATES e B D t (mm) (mm) (mm) (mm) 200 350 350 12 DATE PLOTTED: 19 December 2016 9:38 AM BY : VON CLAMOR S COLUMN - GIRDER CONNECTION SCHEDULE FLANGE THROUGH PLATE GIRDER RHS 400x200x8 YES RHS 400x200x8 COLUMN SHEAR PLATE COLUMN FLANGE PLATE Sh (mm) Sw (mm) St (mm) No. of Bolts Weld Thk. Fl (mm) Fw (mm) Ft (mm) No. of Bolts Weld Thk. 410UB59.7 300 115 8 3 - M20 8 750 230 16 8 - M20 8 YES 410UB53.7 300 115 8 3 - M20 8 550 430 16 8 - M20 8 RHS 400x200x8 - 200UB22.3 160 115 8 2 - M16 6 255 135 16 6 - M16 8 RHS 400x200x8 - 200UB18.2 160 115 8 2 - M16 6 255 135 16 6 - M16 8 RHS 400x200x8 - 180UB16.1 140 115 8 2 - M12 6 255 100 10 6 - M12 6 RHS 400x200x8 - 150UB14.0 110 115 8 2 - M12 6 190 80 10 4 - M12 6 RHS 400x200x6 YES 200UB22.3 160 115 8 2 - M12 6 685 230 16 6 - M16 8 RHS 400x200x6 - 200UB18.2 160 115 8 2 - M12 6 255 100 16 6 - M16 8 RHS 400x200x6 - 180UB16.1 140 115 8 2 - M12 6 255 100 10 6 - M12 6 SHS 150x150x6 - 180UB16.1 140 115 8 2 - M12 6 255 100 10 6 - M12 6 SHS 150x150x6 - 150UB14.0 110 115 8 2 - M12 6 190 80 10 4 - M12 6 SHS 250x250x6 - 200UB18.2 160 115 8 2 - M12 6 255 100 10 6 -M12 6 SHS 250x250x6 - 200UB22.3 160 115 8 2 - M12 6 255 135 10 6 - M12 6 SHS 250x250x6 - 150UB14.0 120 115 8 2 - M12 6 190 80 10 4 - M12 6 677 SPLICE 12mm THK FLANGE PLATE W/ 16-M20 8.8 TB/N BOLTS IN 2 LINES AT 100 GAUGE 19 8mm THK WEB PLATE W/ 6-M20 8.8 TB/N BOLTS NOTE: 2000 U.N.O. 1. 2. 3. BEAM-COLUMN CONNECTION NOT DISPLAYED. REFER TO 'BEAM TO COLUMN DETAIL' FOR CONNECTION DETAIL ALL BOLTS ARE 8.8 TB/N U.N.O. 410 UB BEAM SPLICE DETAIL Fl Sw GIRDER RHS/SHS COLUMN RHS/SHS COLUMN 50 50 38 MIN. TYP. 38 MIN. TYP. 50 TYP 75 TYP Fw 12 10MM THK SHEAR PLATE W/ 3-M16 BOLTS 12 TYP 3-M20 BOLTS 1 3 Sh - - TYP Fl TYP Sw 10MM THK SHEAR PLATE 15 TYP 15 75 TYP GIRDER NOTE: Fw Sw SECTION 1 NTS - NTS TYP. BEAM TO BEAM TWO SIDED Fl 65 TYP TYP 15 NTS RHS/SHS COLUMN 15 TYP 15 50 12 38 TYP Sh 150UB TYP 2 TYP - Sw TYP 100 TYP BEAM TO COLUMN DETAIL NOTE: 1. NTS 2. 3. 0 Rev. 19/12/2016 Date TO BE REVISED Description VC Des. MA MA Verif. Appd. REFER TO SCHEDULE FOR PLATE DIMENSIONS AND NUMBER OF BOLTS. USE 8.8 TB/N BOLTS FOR ALL CONNECTIONS U.N.O. ALLOW +3 TO +5mm CLEARANCE FOR TOP AND BOTTOM FLANGE CLEAT. 3-M12 8.8 TB/N BOLTS ON 6mm THK CLEAT TYP Fw GIRDER 38 MIN. TYP TYP 50 TYP Fl 75 TYP ONE SIDED CONNECTION OCCURS WHERE OPPOSITE BEAMS ARE OFFSET BY 305mm OR MORE. TYP. BEAM TO BEAM ONE SIDED - 100 TYP NOTE: ONE SIDED CONNECTION OCCURS WHERE OPPOSITE BEAMS ARE OFFSET BY 305mm OR MORE. 2 Sw IF GREATER THAN 102 USE ONE SIDED BEAM CONNECTION 15 XREF's: xref-Title Block CAD File: G:\OPERATIONS\PROJECT MANAGE\PHYSICAL INFRASTRUCTURE\BTO Projects\OUTSOURCING\6181-54 Enga Teachers College (PNG)\Drawings\ACTIVE_FOR CONSTRUCTION\CAD_FEMALE\6181-54-CD-SS1-05_ TYPICAL STEEL BEAM CONNECTION.dwg TYP NTS Fl 65 TYP 15 TYP SECTION 2 NTS - 180UB CFW BOTH SIDES 3-M20 8.8 TB/N BOLTS 10mm THK CLEAT 180 UB (RB1) TO 150 UB (RB2) SHEAR CONN. DETAIL NTS SECTION 3 NTS - R1 R1 PART OF ABLUTION BLOCK - - RB1 APEX RB1 C3 FB5 C3 FB5 FB 5 C1 5 FB C1 FB 5 TOP OF ROOF BEAM C3 FB5 1 TR STR1 ST FB2 (200 UB 18.2) SECOND FLOOR LEVEL FB1 C3 FB1 FB1 FB2 FB 5 C1 FIRST FLOOR LEVEL FB5 C3 FB6 5 FB C1 1 - C3 C3 FB5 FB1 (200 UB 22.3) - R1 FB5 R1 ST STR1 DETAIL 4 SCALE 1:20 - FIRST FLOOR LEVEL C3 FB1 ST FB1 FB1 FB2 NOTE: FB2 R1 REFER TO ARCHITECTURAL DRAWING FOR SEISMIC GAP COVER DETAILS. REFER TO SS1-05 FOR STEEL BEAM CONNECTION. FB6 C1 FB1 (200 UB 22.3) FB1 (200 UB 22.3) 4 FB2 FB6 1 - C3 FB 5 FB6 C3 50mm THK SEISMIC GAP FLOOR JOIST S SECOND FLOOR LEVEL S PART OF FEMALE DORM C4 (250x250x6.0 SHS) TOP OF ROOF BEAM R1 R1 RB1 RB 1 RB 1 2 1 RB DATE PLOTTED: 19 December 2016 9:39 AM BY : VON CLAMOR 3 C1 GROUND FLOOR LEVEL GROUND FLOOR LEVEL NOTE: REFER TO SHEET S1-07 FOR STAIR DETAILS. 435 SECTION SECTION SCALE 1:100 S1-02 2 S1-02 ELEVATION 1 SECTION 3 SCALE 1:100 - SCALE 1:100 S1-02 155 125 155 55 30 SCALE 1:100 1 6-M12 8.8S/N BOLTS GRID B 10mm THK PLATE (TYP.) 175 45 B E 400 2-M12 BOLTS 8.8 TB/N 130 200x400 RHS COLUMN 50 RIDGE LINE 1 2 FLOOR JOIST (C15012) - FB1 (200 UB 22.3) FINISH FLOOR LEVEL (VERIFY) FB6 (410 UB 59.7) 16mm THK CAP PLATE 6-M12 8.8S/N BOLTS 200x400 RHS COLUMN FB1 (200 UB 22.3) 8-M12 8.8 TB/N BOLTS 12 THK END PLATE 175 STUD WALL AS PER ARCHI'S SPECIFICATION - 100PFC STRUT RAFTER 75 400 100PFC STRUT 150 E 25 SECTION 2 SCALE 1:10 - 200 200 AS PER REQ'D AS PER REQ'D 4 3 - - W/O RIDGE VENT W/ RIDGE VENT 40 RIDGE PURLIN SECTION 3 SCALE 1:10 - ROOF PURLIN 435 155 150 XREF's: xref-Title Block CAD File: G:\OPERATIONS\PROJECT MANAGE\PHYSICAL INFRASTRUCTURE\BTO Projects\OUTSOURCING\6181-54 Enga Teachers College (PNG)\Drawings\ACTIVE_FOR CONSTRUCTION\CAD_FEMALE\6181-54-CD-SS1-06_FEMALE DORMITORY - SECTION ELEVATION & DETAILS.dwg BOT. OF FOOTING 10mm THK SEAT PLATE 125 155 FB1 (200 UB 22.3) 6 FB6 (410 UB 59.7) 6 2-100PFC STRUT RHS COLUMN NOTE: REFER TO SHEET SS1-08 FOR BEAM TO COLUMN CONNECTION DETAILS. TYP DETAIL 1 SECTION 1 SCALE 1:30 - SCALE 1:30 - 18mm CFC FLOOR BOARD FIXED TO JOIST AS PER MANUFACTURER'S SPECIFICATION M12 BOLT @ 75mm LONG WELDED TO TOP OF JOISTS @1000 CTS DETAIL 2 SCALE 1:10 - TYP. RIDGE DETAIL 5 - 18mm CFC FLOOR BOARD FIXED TO JOIST AS PER MANUFACTURERS SPECIFICATION 18mm CFC FLOOR BOARD FIXED TO JOIST AS PER MANUFACTURERS SPECIFICATION ROOF PURLIN AS SPECIFIED ON PLAN FLOOR BEAM (UNIVERSAL BEAM) TYP. SPLICE CONN. DETAIL 6 - 3 SCALE 1:10 - 4 SCALE 1:10 - 7 4.5 (TYP.) 'C' PURLIN RAFTER 2-M12 BOLTS TO 6mm THK CLEAT 2-M12 BOLTS TO 6mm THK CLEAT TRIMMER PURLIN AS SPECIFIED ON PLAN TYP. PURLIN CONN. DETAIL FLOOR BEAM (UNIVERSAL BEAM) 2No. M12 BOLTS TO 6THK CLEAT WELDED TO STEEL FLOOR BEAM TYP. CONN. DETAIL OF WALLS FROM FLOOR BEAM TO STEEL STUD WALL 2-M12 BOLTS TO 6mm THK CLEAT C15012 JOIST @ 450 CTS MAX 1 x ROW BRIDGING 2No. M12 BOLTS TO 6THK CLEAT WELDED TO STEEL FLOOR BEAM FLOOR BEAM (UNIVERSAL BEAM) DETAIL SECTION - C15012 JOIST @ 450 CTS MAX 1 X ROW BRIDGING C15012 JOIST @ 450 CTS MAX 1 X ROW BRIDGING 150 UB 14.0 RAFTER 2-M12 BOLTS TO 6mm THK CLEAT 100THK ALUMINIUM LIGHT WEIGHT STEEL STUD 2No. M12 BOLTS TO 6THK CLEAT WELDED TO STEEL FLOOR BEAM 150 UB 14.0 RAFTER TYP. RAFTER TO COLUMN DETAIL SCALE 1:10 SECTION 5 TYP. TRIMMER PURLIN CONN. DETAIL SECTION 6 SCALE 1:10 - SCALE 1:10 SCALE 1:10 RAFTER TYP. JOIST CONN. DETAIL AND SPLICING SCALE 1:10 0 Rev. 19/12/2016 Date TO BE REVISED Description VC Des. MA MA Verif. Appd. SECTION 7 SCALE 1:10 - Design of Intendencia Building In Manila 1 2 3 3A 4 4A 5 6 7 8 8A 8B 8C 9 9A 10 11 12 A A B B C C C1 C1 C2 C2 C3 C3 C4 C4 C5 C5 C6 C6 D D D1 D1 E E E1 E1 E2 E2 F F G G 1 2 3 3A 4 1 4A 5 THIRD FLOOR FRAMING PLAN 6 7 8 8A 8B 8C 9 9A 10 11 12 1 2 3 3A 4 4A 5 6 7 8 8A 8B 8C 9 9A 10 11 12 A A B B C C C1 C1 C2 C2 C3 C3 C4 C4 C5 C5 C6 C6 D D D1 D1 E E E1 E1 E2 E2 F F G G 1 2 3 3A 4 1 4A 5 6 7 FOUNDATION PLAN & GROUND FLOOR FRAMING PLAN 8 8A 8B 8C 9 9A 10 11 12 2 SCHEDULE OF GROUND FLOOR SLAB Design of Box Culvert In Caticlan 2 3 3 1 BOX CULVERT GENERAL PLAN SPAN A / B SECTION