II.B.
CONCRETE & REINFORCING STEEL REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
1. MINIMUM CONCRET COVER TO ALL REINFORCING BARS FOR NON-CORROSIVE OFFICE OF THE BUILDING OFFICIAL
STRUCTURAL NOTES ENVIRONMENT SHALL BE AS FOLLOWS:
TABLE OF CONTENTS
A.CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -------- 75MM
B. FORMED SURFACES EXPOSED TO EARTH AND WATER OR WEATHER
I. CODES & STANDARDS 16 DIAMETER BARS OR SMALLER ---------- 40MM OFFICE OF THE CITY ENGINEER
OTHER BARS ---------- 50MM STRUCTURAL PLAN LAND USE & ZONING
1. GOVERNING CODES: C.FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER S-01
ACI 318R-95 (REV. 1995) BUILDING CODE REQUIREMENTS FOR REINFORCED SLABS & WALLS ---------- 20MM STRUCTURAL NOTES
CONCRETE AMERICAN CONCRETE INSTITUTE S-02
BEAMS & COLUMNS ---------- 40MM
UBC 1997 EDITION UNIFORM BUILDING CODE STRUCTURAL NOTES
2. MINIMUM CONCRETE COVER FOR CORROSIVE ENVIRONMENT NOT EXPOSED TO S-03
NSCP 2015 NATIONAL STRUCTURAL CODE OF THE PHILIPPINES, VOLUME 1
EARTH/GROUND WITH FORM
AISC 9th EDITION MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS FOUNDATION PLAN
RC WALL ---------- 65MM
DESIGN, AMERICAN INSTITUTE OF STEEL CONSTRUCTION S-04 LINE & GRADE
RC SLAB ---------- 65MM SECOND FLOOR FRAMING PLAN
2. GOVERNING STANDARDS:
ASTM A36 STRUCTURAL STEEL BEAM/COLUMN ---------- 75MM S-05
FOOTING ---------- 75MM THIRD FLOOR FRAMING PLAN
ASTM A611 STEEL SHEET CARBON, COLD ROLLED, STRUCTURAL QUALITY
S-06
3. REINFORCING BARS SHALL BE FREE OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR
ASTM A615/PNS 49 SPECIFICATION FOR STEEL BARS FOR CONCRETE FOURTH FLOOR FRAMING PLAN
THE BOND
REINFORCEMENT
S-07
4. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING
ASTM C33/PNS 18 STANDARD SPECIFICATION FOR CONCRETE AGGREGATES ROOF DECK FRAMING PLAN
CONCRETE OR APPLYING MORTAR OR GROUT ARCHITECTURAL
ASTM C39 STANDARD TEST METHOD FOR CONCRETE COMPRESSIVE S-08
5. BAR SPLICES SHALL BE SECURELY WIRED TOGETHER; SPLICES IN REINFORCED CONCRETE
STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS
BEAMS, COLUMNS, AND WALLS SHALL BE SHOWN IN THE DETAILS. FOR NON-STRUCTURAL SLAB DETAILS & SCHEDULE
ASTM C94/PNS 46 STANDARD SPECIFICATION FOR READILY-MIXED CONCRETE WALLS, MASONRY WALLS, AND SLABS, SPLICES SHALL LAP A MINIMUM OF 40 BAR DIAMETER S-09
ASTM C150/PNS 07 STANDARD SPECIFICATION FOR PORTLAND CEMENT AND SHALL BE STAGGERED WHENEVER POSSIBLE BEAM SECTION & DETAILS
PNS 16 PHILIPPINE NATIONAL STANDARD FOR CONCRETE HOLLOW 6. SPLICES REQUIRED IN THE REINFORCEMENT OF BEAMS/GIRDERS FRAMING INTO COLUMNS S-10
BLOCKS SHALL NOT BE LOCATED WITHIN THE COLUMN NOR WITHIN THE DISTANCE OF TWICE THE
BEAM SCHEDULE
BEAM/GIRDER DEPTH FROM THE FACE OF THE COLUMN AT LEAST TWO CLOSED STIRRUPS/TIES
SG SPECIFICATION FOR THE DESIGN OF THE COLD-FORMED SHALL BE PROVIDED AT ALL SPLICES S-11 STRUCTURAL
STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON COLUMN SECTION & SCHEDULE
AND STEEL INSTITUTE 7. LAP SPLICES SHALL BE MADE WITHIN THE CENTER HALF OF THE COLUMN HEIGHT, AND THE
SPLICE LENGTH SHALL NOT BE LESS THAN 1.3 TIMES THE DEVELOPMENT LENGTH. S-12
STAIR DETAILS
8. SPECIAL TIES/TRANSVERSE HOOP REINFORCEMENT SHALL BE PROVIDED WITHIN THE COLUMN
I. CONSTRUCTION NOTES JOINT; SEE DETAIL. S-13
II.C. STRUCTURAL STEEL ROOF DETAILS
TH S-14
II.A. GENERAL 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE 9 EDITION OF THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL UNLESS OTHERWISE SHOWN SEPTIC TANK DETAILS SANITARY
1. THE STRUCTURAL DRAWING SHALL BE IN CONJUNCTION WITH THE SPECIFICATIONS, THE OR NOTED. S-15
ARCHITECTURAL, MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS
2. THE CONTRACTOR SHALL FURNISH ALL PLATES, CLIP ANGLES, CONNECTORS, ETC., REQUIRED ISOLATED RECTANGULAR FOOTING
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE, WHICH FOR THE COMPLETION OF THE STRUCTURE, EVEN IF EVERY SUCH ITEM IS NOT SHOWN ON THE
SHALL INCLUDE THE LOCATION AND THE DIMENSIONS OF OPENINGS, GROOVES, REGLETS,
S-16
CONTRACT DRAWINGS.
PIPE SLEEVES, CONDUITS, EMBEDDED OR ATTACHED ITEMS TO CONCRETE, ETC. COMBINED RECTANGULAR FOOTING
3. WELDING SHALL BE IN ACCORDANCE WITH AMERICA WELDING SOCIETY CODE AWS D 1.1., S-17
3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT NEW & AND UNLESS INDICATED OTHERWISE, THE WELDING ELECTRODE SHALL BE E70XX.
EXISTING CONSTRUCTION. THIS SHALL INCLUDE BUT NOT BE LIMITED TO BRACING AND FOOTING SCHEDULE
SHORING FOR LOAD IMPOSED DURING CONSTRUCTION. 4. ALL BOLTS AND THREADED FASTENERS SHALL BE ASTM A-325 UNLESS OTHERWISE NOTED.
ELECTRICAL
4. ALL CONSTRUCTION SHALL TAKE PRECEDENCE OVER THE SHOW-ON-PLANS SECTION AND II.D. MASONRY
DETAILS 1. ALL CONCRETE HOLLOW BLOCKS/MASONRY WALLS SHALL BE LAID IN RUNNING BOND
5. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL DRAWINGS UNLESS OTHERWISE (INTERLOCKING COURSE) WITH FULL MORTAR BEDDING STACK BOND SHOULD BE USED ONLY
SHOWN OR NOTED WHEN SPECIFIED.
6. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED 2. ALL CELLS SHALL BE SOLIDLY FILLED WITH CONCRETE GROUT.
7. ALL BAR DIAMETER AND SPACING ARE IN MILLIMETERS UNLESS OTHERWISE NOTED 3. UNLESS OTHERWISE SPECIFIED, THE MINIMUM 28TH-DAY COMPRESSIVE STRENGTH OF
CONCRETE HOLLOW BLOCKS AS SHOWN IN DESIGN MATERIAL STRESSES
8. UNLESS OTHERWISE NOTED, ALL FOUNDATION SHALL REST ON 50MM THICK LEAN CONCRETE MECHANICAL
F'C=6.995 MPA (1000 PSI) 4. FOR LONG WALLS, PROVIDE A STIFFENER COLUMN @ EVERY 3.0M & FOR HIGH WALLS MORE
THAN 3.0M, PROVIDE A STIFFENER BEAM @EVERY 3.0M; SEE DETAIL FOR WHICH IS APPLICABLE
1:30 mm
5. WHERE CHB WALLS ADJOIN COLUMN, RC BEAM &WALLS, DOWEL WITH THE SAME SIZE AS
VERTICAL OR HORIZONTAL REINFORCEMENT SHALL BE PROVIDED.
01 STRUCTURAL NOTES
SCALE: NTS
S 01
PROJECT TITLE AND LOCATION: SHEET CONTENTS ARCHITECT DESIGNED BY: DATE: REVISIONS: PROJECT OWNERS: PREPARED: SUBMITTED TO: SET NO: SHEET NO:
LOUISIAN DEVELOPMENT
CORPORATION DRAWN BY:
STRUCTURAL NOTES JOHN VINCENT LAPEÑA
PROPOSED PUBLIC MARKET WITH LIAM AUSTRIA DWIGHT JOSH BAGTAS 01
C:\Users\Admin\Downloads\387493085_716040523890870_8482346235579350237_n.png
DATE: LOCAL GOVERNMENT UNIT OF CRISTOPHER ABUAN EMERSON OCOL GAPUZ
S-1
ROOFDECK CHECKED BY: VON ANGELO GALAM
CAMILING, TARLAC, PHILIPPINES
PRC NO. 1234 T.I.N. CAMILING, TARLAC SAMUEL RAMONES 17
P.T.R. NO.
54321
DATE:
OCTOBER 11, 2023
ISSUED:
BAGUIO CITY
DATE: MARK SALAZAR
