8150 GENERAL NOTES FTB-1 625.00 0.15 MTS. THK. CHB 101.64 17.3 MPa (2,500 psi) 0.125 MTS. THK. CHB 0.15x0.25 MTS. CONCRETE COLUMN 0.15x0.25 MTS. CONCRETE COLUMN CONTINUOUSLY DOWEL BARS (ALTERNATELY INSTALLED) 4150 INTERSECTION DOWEL BARS (ALTERNATELY INSTALLED) 5 layer 6" Load-bearing CHB SEPTIC TANK INTERSECTION WALL MH (detachable concrete) FTB-1 F1/C1 FTB-1 F1/C2 CONTINUOUS WALL NAT. GROUND LINE MASONRY DETAIL F1/C1 FOUNDATION PLAN UNLESS OTHERWISE INDICATED IN PLANS OR NOTED IN THE SPECIFICATIONS THE MINIMUM 28-DAY CYLINDER COMPRESSIVE STRENGTH OF CONCRETE, f'c, SHALL BE AS FOLLOWS 2. SLABS ON GRADE 3125 12MM THK. EXPANSION JOINT W/ MORTAR FILLER 12MM THK. EXPANSION JOINT W/ MORTAR FILLER 0.15 MTS. THK. CHB ALL SLABS, BEAMS, GIRDERS, AND OTHER STRUCTURAL ELEMENTS WHICH ARE NOT INDICATED, DETAILED, DESIGNATED OR INADVERTENTLY OMITTED BUT ARE NECESSARY TO BE COORDINATED WITH ARCHITECTURAL AND OTHER ALLIED ENGINEERING PLANS AS WELL AS TO COMPLETE THE STRUCTURAL WORKS IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS SHALL BE BROUGHT UP DURING PRE-BIDS / MEETINGS / NEGOTIATIONS. IT IS UNDERSTOOD THAT THE CONTRACTOR HAS PROVIDED AND INCLUDED ALL THESE ITEMS IN HIS BID. 24.0 MPa (3,500 psi) 10mm Ø LAT. TIES SPACED 1 @ 50mm, 4 @ 100mm, & REST @ 200mm O.C. FTB-1 ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH THE NSCP VOL. 1, 1992 EDITION, CHAPTER 4 AND THE AISC ASD 1989 IN SO FAR AS THEY DO NOT CONFLICT WITH THE LOCAL BUILDING CODE REQUIREMENTS. 1. COLUMNS, BEAMS, GIRDERS, AND SUSPENDED SLABS CONCRETE WALLS, BORED PILES, AND PILE CAPS 101.64 2075 ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL STRUCTURAL CODE OF THE PHILIPPINES (NSCP) VOL. 1, 1992 EDITION, CHAPTER 5, AND THE ACI 318-95 BUILDING CODE. NOTES ON CONCRETE MIXES AND PLACING A. F1/C2 2075 D. FTB-1 2125 C. F1/C2 FTB-1 B. F1/C1 IN THE INTERPRETATION OF THESE DRAWINGS, INDICATED DIMENSIONS SHALL GOVERN AND DISTANCES OR SIZES SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. FTB-1 A. 6050 2100 COMPACTED GRAVEL BEDDING 5 - 12mmØ MAT BARS SPACED AS SHOWN O.C. B.W. 8150 6050 2100 B-1 B-1 4 - 16mmØ RSB 4150 B-1 CONCRETE SHALL BE DEPOSITED IN ITS FINAL POSITION WITHOUT SEGREGATION, RE-HANDLING OR FLOWING. PLACING SHALL BE DONE PREFERABLY WITH BUGGIES, BUCKETS OR WHEEL BARROWS. NO CHUTES WILL BE ALLOWED EXCEPT TO TRANSFER CONCRETE FROM HOPPERS TO BUGGIES, WHEEL BORROWS OR BUCKETS, IN WHICH CASE, THEY SHALL NOT EXCEED SIX (6) METERS IN AGGREGATE LENGTH. 2075 MPa (1,000 psi) B-1 B. 7 B-1 3. LEAN CONCRETE TYPICAL COLUMN AND FOOTING DETAIL NOT TO SCALE 2075 B-1 NOTES ON FOUNDATION A. 100mm-THK conc. slab 10mm-dia. @200mm O.C. both ways FOOTINGS WERE DESIGNED WITH AN ASSUMED ALLOWABLE SOIL BEARING PRESURE 100 KPa. CONTRACTOR SHALL REPORT IN WRITING TO THE STRUCTURAL ENGINEER ACTUAL SOIL CONDITION UNCOVERED AND CONFIRM ACTUAL BEARING CAPACITY OF SOIL BEFORE DEPOSITING CONCRETE. B. NO FOOTING SHALL REST ON UNCOMPACTED FILL, PROVIDE WELL COMPACTED GRAVEL BEDDING. C. MINIMUM CONCRETE PROCTECTION FOR REINFORCMENT SHALL BE 75mm CLEAR FOR CONCRETE DEPOSITED AGAINST THE GROUND AND 40mm FOR CONCRETE DEPOSITED AGAINST FORMWORK. D. PROVIDE TEMPORARY REMOVAL OF WATER FORM ANY SOURCE DURING CONSTRUCTION. DEWATERING SHALL BE CAREFULLY AND PROPERLY PERFORMED TO AVOID DISTURBING THE FOUNDATIONS AND SLAB BEARING SURFACES. FOOTING DETAIL B-1 B-1 TOP SLAB PLAN C-1 DIMENSION REBARS SPACING DIMENSION REBARS SPACING w 500 500 4075 4075 l COLUMN E. IN CASES WHERE REQUIRED FOOTING LEVELS SHOW A HONEYCOMBED STRUCTURE CONTAINING LOOSE MATERIALS, REMOVE LOOSE MATERIALS AND FILL ALL VOIDS WITH 10 MPa (1500 Psi) LEAN CONCRETE, USE A VIBRATOR TO ASSURE WELL COMPACTED CONCRETE IN ALL VOID PORTIONS. C-2 B. C. 5150 T-1 l WHEN A BEAM CROSSES A GIRDER, REST BEAM BARS ON TOP OF GIRDER BARS, REINFORCING BARS SHALL BE SYMMETRICAL ABOUT THE CENTER LINE WHERE EVER POSSIBLE AND UPPER BARS SHALL BE PLACED DIRECTLY ABOVE THOSE IN THE BOTTOM LAYER. COLUMN LONGITUDINAL REINFORCEMENT OF GIRDERS, BOTH TOP AND BOTTOM, TERMINATED IN A COLUMN SHALL BE EXTENDED TO THE FAR FACE OF THE CONFINED CONCRETE CORE OF THE COLUMN AND TERMINATED BY A STANDARD 90° HOOK. SEE DETAILS OF STANDARD HOOKS. BEAM ID PROVIDE HOOP REINFORCEMENT SPACED AT 100mm O.C. OVER THE LENGTH OF LAPPED BARS. FTB-1 BEAM DETAILS 0.25 2-16mm Ø TOP BAR 135 HOOK 6db 75mm MIN. ROTATED (TYP.) 10mm Ø STIRRUPS 2 @ 50mm. 4 @ 100mm REST @ 200mm O.C. 0.35 A. T-1 NOTES ON BEAMS AND GIRDERS T-1 w 4-16mm Ø BOTTOM BARS 40mm CONCRETE COVER B. ALL SLABS REINFORCEMENTS SHALL HAVE A CLEAR DISTANCE OF 20mm FROM THE BOTTOM AND FROM THE TOP OF SLABS. IF SLABS ARE REINFORCED BOTHWAYS, BARS ALONG THE SHORTER SPAN SHALL BE PLACED BELOW THOSE ALONG THE SPAN AT THE CENTER AND OVER THE LONGER SPAN BARS NEAR THE SUPPORTS. 1500 TC BC DIAGONALS PURLIN SAGROD : : : : : Mobile: Viber: E-mail: +63 930 8716547 +63 975 7741224 ironline.constructionservices@gmail.com 2100 B-1 5150 DESCRIPTION DATE INITIALS SIGNATURE 2-16mm Ø TOP BAR 135 HOOK 6db 75mm MIN. ROTATED (TYP.) 10mm Ø STIRRUPS 2 @ 50mm. 4 @ 100mm REST @ 200mm O.C. 2-16mm Ø BOTTOM BARS 40mm CONCRETE COVER ROOF FRAMING PLAN REV. NO. ENGINEER: 1500 2L 2"X2"X3MM THK 2L 2"X2"X3MM THK L 1"X1"X3MM THK TUBE 1"X1"X2MM spaced @ 600mm O.C. 10mm-dia. REBAR STRUCTURAL NOTES AND SPECIFICATIONS IRONLINE CONSTRUCTION SERVICES 0.20 0.30 A. 900 NOTES ON CONCRETE SLABS SCHEDULE OF COLUMN AND BEAM DATE PROJECT OWNER CONTRACTOR PROJECT PRAGE Management Corp. Ironline Construction Services AM TRANSMITTER STATION PROJECT DRAWN BY: ________________ PRC NO: PTR NO: TIN NO: DATE ISSUED: DATE ISSUED: ISSUED AT: DESIGNED BY: CHECKED BY: APPROVED BY: Brgy. Tibagan, Bustos, Bulacan SHEET CONTENT SHEET: S 1| 1
