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ielMASONRY NOTES CONCRETE NOTES STEEL NOTES
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STEEL NOTES —
1) GENERAL: 1) CONNECTIONS: 10/12/17
1) DEFINITIONS: 1A)ALL WORK SHALL CONFORM WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT 1A)PROVIDE CONNECTIONS AS SHOWN IN THE `STEEL BEAM CONNECTION SCHEDULES' AND DETAILS HEREIN. GRAVITY LOADS
1A)STRUCTURAL MASONRY IS DEFINED AS BEING EITHER LOAD BEARING AND/OR SERVING AS PART OF THE SPECIFICATIONS. REFER TO SPECIFICATION FOR ALTERNATIVES AND CONNECTIONS NOT SHOWN.
LATERAL LOAD RESISTING SYSTEM. STRUCTURAL MASONRY IS SHOWN ON THE STRUCTURAL PLANS AND LOCATION SUPERIMPOSED LIVE LOAD (PSF) LIVE LOAD PARTITION LOAD POINT LOAD (LB)
DEFINED IN SCHEDULES AND DETAILS ON THE STRUCTURAL DRAWINGS. DEAD LOAD (PSF) REDUCTION (PSF)
1 B)DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, PROJECT SPECIFICATIONS, AND ACI PUBLICATION SP-66 2) WELDING REQUIREMENTS: ROOF
1 B)SEE ARCHITECTURAL DRAWINGS FOR LOCATION, THICKNESS AND EXTENT OF MASONRY PARTITIONS. SEE (2004): "ACI DETAILING MANUAL" 2A)WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. 20 (LIVE LOAD), ilu
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DETAILS ON THE STRUCTURAL DRAWINGS FOR GENERAL MASONRY PARTITION REQUIREMENTS. QUALIFICATION TESTS. 10 NO -- 300
2) REINFORCING MATERIALS: 120 (SNOW) I
II1C)SEEARCHITECTURAL DRAWINGS FOR ALL MASONRY VENEER REQUIREMENTS. SEE DETAILS ON THE 2A)SEE `REINFORCING MATERIALS TABLE' 2B)MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISEE STRUCTURAL DRAWINGS FOR MASONRY VENEER LOOSE LINTELS. NOTED. E illogiiU
3) REINFORCING FABRICATION:
2) DESIGN STRENGTH: 3A)SPLICES: 2C)WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. III II ■ U
2A)DEVELOP 2000 PSI COMPRESSIVE STRENGTH (fm) IN 28 DAYS. - NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS INCREASE WELD SIZE IF GAPS EXIST AT THE PAYING SURFACE. III i
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AROUND CORNERS WHERE DETAIL NOT PROVIDED. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT
2B)STEEL REINFORCING: LAPS OR MECHANICAL CONNECTORS. 2D)WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3
PRIMARY REINFORCING: ASTM A615, 60 KSI - SEE `LAP SPLICE SCHEDULE' FOR LAP LENGTHS. AND J2.4.
- SPLICE CONTINUOUS TOP AND BOTTOM BARS IN WALLS, BEAMS, AND GRADE BEAMS US' UNLESS NOTED �� - - = el"- HORIZONTAL JOINT REINFORCING: ASTM A82, PREFABRICATED, LADDER TYPE -- - -
-
OTHERWISE. 2E)ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. F.
- SPLICE TOP BARS AT MIDSPAN AND BOTTOM BARS OVER SUPPORT UNLESS NOTED OTHERWISE. _ A _ _
3) SPLICES: 2F) FIELD WELDING SYMBOLS INDICATE SEQUENCE CONSIDERED DURING DESIGN. THE CONTRACTOR SHALL ; I"I I P
3A)SEE MASONRY LAP SPLICE SCHEDULE FOR LAP LENGTHS. n 1 1 i.ix
3B)PROVIDE ADDITIONAL BARSSTIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING DOCUMENTS:MISCELLANEOUS REINFORCING
OR STEPROVAL FROM THE ENGINEER TO MODIFY WELD INSTALLATION LOCATION INDICATED ON THE ARCHITECT S
4) INSTALLATION REQUIREMENTS: CONCRETE PLACEMENT. - FROM SHOP TO FIELD
4A)GROUT SOLID ALL CELLS CONTAINING REINFORCING, EMBEDDED ITEMS, AND ALL OTHER CELLS NOTED MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP UNLESS NOTED. - FROM FIELD TO SHOP 2901 Blake Street, Suite 100
ON THE CONTRACT DOCUMENTS. - Denver Denver, co 80205
- NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM 303.861.8555
WELDING IN ACCORDANCE WITH AWS D1.4-2011. 5) STRUCTURAL STEEL INSTALLATION: Consultant
- PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT CORNERS AS NOTED IN 5A)ALL HIGH STRENGTH BOLTS USED IN COLUMN SPLICES, CONNECTIONS OF BEAMS AND GIRDERS TO
PHASED CONSTRUCTION NOTES TYPICAL DETAILS. COLUMNS, AND WHERE NOTED ON THE DRAWINGS AS TYPE "SC" OR OTHER TYPE FOLLOWED BY "PT", SHALL BE MARTIN/MARTIN
THE FOLLOWING NOTE SHOULD PREFERABLY BE ON THE BID FORM (OR ON THE FIRST PLAN SHEET WITH TENSIONED TO THE VALUES OF TABLE J3.1 OF ANSI/AISC 360-10 AISC 360-05. OTHER HIGH-STRENGTH BOLTS CONSULTING ENGINEERS
CONCRETE). IT MAY NOT BE NOTICED HERE IN THE GENERAL NOTES. THE MATERIAL LISTED BELOW WILL MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC. 12499 WEST COLFAX AVENUE,LAKEWOOD,COLORADO 80215
BE DELIVERED TO THE JOB SITE ON STATE PROJECTS BECAUSE ALLOWANCES ARE NOT PERMITTED IN MAIN 303.431.6100MARTINMARTIN.COM
1) GENERAL: STATE BIDS. CONSIDER SPECIFYING 1/4% TO 1% OF THE TOTAL REBAR EXPECTED. 7) METAL DECK:
1A)THE DRAWINGS IN THIS PACKAGE ARE INCOMPLETE AND REPRESENT A PORTION OF THE TOTAL PROJECT. 7A)SEE `METAL DECK SCHEDULE' FOR MATERIALS, PROFILE, AND CONNECTIONS TO STRUCTURE.
COORDINATE THE WORK OF THIS PACKAGE WITH FUTURE DRAWINGS ISSUES AND UPDATED DRAWINGS TO ALL 4) STRUCTURAL CONCRETE MIX REQUIREMENTS:
TRADES AS REQUIRED. 4A)SEE `CONCRETE MIX TABLE' 7B)QUALITY CONTROL AND QUALITY ASSURANCE FOR STEEL DECK INSTALLATION SHALL BE IN ACCORDANCE
1B)THESE STRUCTURAL DRAWINGS ARE RELEASED FOR PRICING ONLY MATRIX INCLUDES ONLY REQUIREMENTS FOR STRUCTURAL CONCRETE. ADVISE ARCHITECT THAT SITE WITH SDI QA/QC-2011, "STANDARD FOR QUALITY CONTROL AND QUALITY ASSURANCE FOR THE INSTALLATION
STRUCTURES, PAVING, AND OTHER MISCELLANEOUS CONCRETE MUST BE DEFINED ELSEWHERE. OF STEEL DECK"AS MODIFIED BY TABLE C-1 CONTAINED IN THE COMMENTARY TO THAT STANDARD.
1C)DRAWINGS STAMPED OR NOTED AS "NOT FOR CONSTRUCTION"ARE PRELIMINARY AND SUBJECT TO CHANGE. REQUIREMENTS FOR MIX 11 MUST BE CAREFULLY WORKED OUT WITH THE ARCHITECT TO ACHIEVE
D DESIRED RESULTS. COORDINATE THE FOLLOWING: 7G)INSTALL DECK OVER 4 SUPPORTS (3 SPAN CONTINUOUS) UNLESS NOTED OTHERWISE. DO NOT INSTALL D
1. REVIEW SOILS REPORT AND ACI CHAPTER 4 FOR CEMENT TYPE, MINIMUM AIR CONTENT, MINIMUM f'c, DECK AS SINGLE SPAN UNLESS SPECIFICALLY SHOWN ON DRAWINGS.
AND MAXIMUM W/C FOR CONCRETE IN CONTACT WITH SOILS.
DEFERRED SUBMITTALS 2. REVISE SLUMP LIMITS IN TABLE IF HRWRA OR MRWRA IS SPECIFIED. 7H)PROVIDE DECK ATTACHMENTS AS NOTED ON DRAWINGS.
3. MAXIMUM CHLORIDE ION CONTENTS ARE REQUIRED BY 318 CHAPTER 4.
DEFERRED SUBMITTALS 4. REFER TO ACI 301 SECTION 7 FOR REQUIREMENTS OF LIGHT WEIGHT CONCRETE EXPOSED TO 71) HANGERS: SEE TYPICAL METAL DECK DETAILS FOR ALLOWABLE HANGER LOADS, SPACING AND
FREEZING/THAWING OR DEICER CHEMICALS. ATTACHMENT.
1) GENERAL: 5. HIGH SLUMP IS REQUIRED FOR DRILLED PIERS CONSTRUCTED WITH TEMPORARY CASING. AIR
1A)THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT ENTRAINMENT IS ALSO BENEFICIAL AS A LUBRICANT FOR DILLED PIERS WITH TEMPORARY CASING, BUT 8) STRUCTURAL COLD FORMED METAL FRAMING: Q�0 REGI8;
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APPLICATION. WHEN RECEIVED AND REVIEWED, THESE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO IS NOT REQUIRED. THESE SLUMP REQUIREMENTS ARE NOT ADEQUATE IF DRILLED PIERS ARE 8A)REFER TO SCHEDULE FOR REQUIRED STUD AND JOIST MATERIAL GRADES AND SECTION PROPERTIES. o�°•Q�1" "'0<<o0F4 0i
THE BUILDING OFFICIAL BY THE CONTRACTOR: CONSTRUCTED BY THE SLURRY DISPLACEMENT METHOD. INSTEAD USE A 7" MINIMUM SLUMP AND REFER TO DETAILS FOR CONNECTIONS AND OTHER REQUIREMENTS. i `.:� -L: ��
- EXCAVATION SHORING SPECIFY A RETARDER.
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- ARCHITECTURAL/METAL CLADDING PANEL DO NOT ALLOW ENTRAINED AIR FOR STEEL TROWELED FINISHED FLOORS WHERE HIGH SURFACE 8C)REFER TO DETAILS FOR MINIMUM CONNECTIONS AND OTHER REQUIREMENTS. DEVELOP FORCES NOTED. 'I 1=) •.6 0/17: '4".
- ANCHORAGE, BRACING AND ATTACHMENT OF REQUIRED ARCHITECTURAL, MECHANICAL, ELECTRICAL, DURABILITY IS REQUIRED. ENTRAINED AIR MAY CAUSE THE CONCRETE SURFACE TO HAVE LESS WEAR DO NOT IMPOSE FORCES ON THE BUILDING STRUCTURE IN DIRECTIONS OR AT LOCATIONS OTHER THAN THAT �'‘ '""'.c*'=
PLUMBING, FIRE SPRINKLER, AND OTHER EQUIPMENT AND SYSTEMS. RESISTANCE, AND IT IS DIFFICULT TO PROVIDE A TROWEL FINISH ON FLOORS WITH ENTRAINED AIR. SHOWN ON THE STRUCTURAL DRAWINGS. DO NOT IMPOSE FORCES LARGER THAN SPECIFIED. CONNECTIONS ���`�����`'
- MEDICAL EQUIPMENT SUPPORT BEYOND SUPPORT FRAMES SHOWN IN STRUCTURAL DRAWINGS. TO CONCRETE SHALL NOT USE PAFs TO RESIST TENSION LOADS.
- PERMANENT EARTH SHORING SYSTEMS 5) SLAB-ON-GRADE:
5A)VERIFY ALKALINITY OF CONCRETE SURFACE, SLAB VAPOR TRANSMISSION, AND SLAB FLATNESS/LEVELNESS
1B)CONNECTION OF DEFERRED SUBMITTAL ITEMS TO PRIMARY STRUCTURE BY DEFERRED SUBMITTAL ARE COMPATIBLE WITH FLOORING SYSTEM AND ADHESIVES PRIOR TO INSTALLING FLOORING. STEEL MATERIAL TABLE
SUPPLIER. DEFERRED SUBMITTAL SUPPLIER TO PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO
AVOID LOADING WHICH EXCEEDS THE CAPACITY OF THE ELEMENT BEING ATTACHED TO. REFERENCE LOAD 5B)TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING COMPOUND IF FLOOR - Issuance
MAPS FOR MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SPRINKLER LOAD ALLOWANCES. FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO THE ARCHITECT. STEEL ELEMENT ASTM/TYPE Fy Fu
(KSI) (KSI) COMMENTS PERMIT 06/30/17
1C)ALL DEFERRED SUBMITTALS TO BE ATTACHED TO PRIMARY STRUCTURE WITH A PINNED CONNECTION. 6) NON-SHRINK GROUT: ANCHOR RODS F1554 GR 55 55 75 WELDABLE, HEAVY HEX HEADED
MOMENT CONNECTIONS TO PRIMARY STRUCTURE NOT PERMITTED UNLESS NOTED ON DRAWINGS OR 6A)CONFORM TO ASTM C1107 ANCHOR RODS IN MASONRY F1554 GR 36, F1554 Revisions Date
APPROVED BY ENGINEER IN WRITING PRIOR TO SUBMITTAL OF DRAWINGS OR CALCULATIONS. GR 55, OR A307 36 58 WELDABLE, STD HEX HEAD
6B)ACHIEVE 6000 8000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. GRADE A/C
1 D)LOADING AND LOCATION FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS ARE NOTED ON DRAWINGS AND
ARE NOT TO BE RE-LOCATED OR INCREASED WITHOUT WRITTEN APPROVAL. 7) PLACING REINFORCEMENT: BOLTS F3125 -TYPE A325 __ 120 BOLTS ARE 3/4"0 UNO, USE TENSION-
C PROTECTION LISTED CONFORMS TO ACI FOR BAR SIZES #3 THROUGH #11 FOR A 2-HOUR FLOOR OR F1852 CONTROLLED WHERE POSSIBLE C
1 E)GC / METAL STUD FRAMING DESIGNER/CLADDING DESIGNER COORDINATION: ASSEMBLY RATING. REVISE FOR JUMBO BARS OR MORE STRINGENT FIRE REQUIREMENTS. COVER COLD-FORMED STUDS/PLATE,
- METAL STUD FRAMING AND FRAMING ATTACHMENT IS DESIGNED FOR THE TRIBUTARY WIND AND GRAVITY NOTED IS CLEAR DISTANCE TO STIRRUPS. COVER ON STIRRUPS FOR JOISTS CONFORMING AT ACI 318 33 AND 43 MIL A1003 33 -- --
LOAD OF THE STUD SPACING. CLADDING SUPPLIER TO DESIGN CLADDING TO ATTACH AT EACH STUD. CLADDING 8.11 CAN BE REDUCED TO 3/4", BUT JOIST PRIMARY STEEL REQUIRES 1" COVER.
ATTACHMENT SPACING WHICH EXCEEDS THE STUD SPACING IS NOT ACCEPTABLE WITHOUT APPROVAL FROM 7A)REINFORCEMENT PROTECTION: COLD-FORMED STUDS/PLATE, A1003 50
THE METAL STUD SUPPLIER/DESIGNER AND THE PROJECT EOR. - SEE `CONCRETE COVER TABLE' 54 MIL AND HEAVIER -- --
- IF THE CLADDING SUPPLIER DOES NOT WANT OR CANNOT ATTACH TO EACH STUD THE LOADS FROM THE - SEE ACI 117-10 FOR REINFORCEMENT PLACING TOLERANCES COLD-FORMED TRACK, ALL
CLADDING SUPPLIER MUST BE PROVIDED TO THE METAL STUD FRAMING SUPPLIER. THE METAL STUD FRAMING THICKNESSES A1003 33 -- --
SUPPLIER WILL NEED TO INCORPORATE THESE LOADS INTO THE METAL STUD FRAMING DESIGN. 7B)PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE
- GC TO COORDINATE BETWEEN METAL STUD FRAMING SUPPLIER AND CLADDING SUPPLIER AS REQUIRED. REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED DAS A1064 70 80 --
PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. "STABBING" INTO PREVIOUSLY HAS A108 51 65 STUDS ARE 3/4"0 UNO
1G)WALLS, GRADE BEAMS AND THE UNDERSIDE OF CONCRETE ON METAL DECK SHALL BE CONSIDERED PLACED CONCRETE IS NOT PERMITTED.
CRACKED FOR THE PURPOSE OF DESIGNING ANCHORS FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS. OTHER SHAPES A36 36 58 --
8) CONSTRUCTION/CONTROL JOINTS: PIPE A53 GR B 35 60 -- Project Information
1 H)SUBMIT STAMPED STRUCTURAL CALCULATIONS FOR ALL DEFERRED SUBMITTAL ITEMS PRIOR TO OR 8A)SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE
CONCURRENTLY WITH DRAWINGS OR PRODUCT DATA. INCLUDE ANALYSIS OF ATTACHMENT TO PRIMARY SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED TO PLATES A36 36 58 --
STRUCTURE. INCLUDE CURRENT ICC REPORT WITH ALL PROPRIETARY STRUCTURAL ELEMENTS AND MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING/SHRINKAGE. RECT HSS A500 GR C 50 62 --
ANCHORS/FASTENERS.
8B)CONSTRUCTION JOINT LOCATION AND CASTING SEQUENCE SHOWN ON THE DRAWINGS IS SUGGESTED AND ROUND HSS A500 GR C 46 62 --
11) POWDER ACTUATED FASTENERS (PAF) SHALL NOT BE USED TO RESIST TENSION LOADS. POWDER ACTUATED HAS BEEN ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING. SUBMIT WELDING ELECTRODES,
FASTENERS SHALL NOT BE USED TO RESIST GRAVITY LOADS WHICH INCLUDE BRICK VENEER. DRAWINGS SHOWING PROPOSED CONSTRUCTION JOINT LOCATION AND CASTING SEQUENCE. THICKNESS OF THINNER PART E70 PER AWS
> 0.1 INCHES (12 GA) Ce
8C)CONSTRUCTION JOINTS IN SLABS-ON-DECK, SLABS-ON-GRADE, AND STRUCTURAL SLABS SHALL BE LOCATED ti
TO ACCOMMODATE THE MAXIMUM LENGTH AND AREA THE CONTRACTOR CAN REASONABLY POUR, FINISH, AND WELDING ELECTRODES, W S
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JOINT IN THE SAME DAY, BUT SHALL NOT EXCEED 150 FEET WITH A MAXIMUM AREA OF 15,000 SQUARE FEET THICKNESS OF THINNER PART E60 OR E70 -- -- PER AWS
UNLESS APPROVED BY THE ENGINEER. < 0.1 INCHES (12 GA)
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8D)CONCRETE CONSTRUCTION JOINT SURFACE SHALL BE CLEANED AND ALL LAITANCE AND LOOSE MATERIAL WF' WT A992 50 65 -- LU O
REMOVED PRIOR TO SECOND CONCRETE PLACEMENT. 0 0
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8E)SHEAR FRICTION JOINTS: WHERE CONSTRUCTION JOINTS ARE LABELED AS "ROUGHENED" ON THE METAL GAUGE CONVERSION Q 71 >
DRAWINGS, THE ENTIRE JOINT SURFACE SHALL BE MECHANICALLY ROUGHENED TO A 1/4"AMPLITUDE AND CO
THOROUGHLY CLEANED. EXPOSE THE COARSE AGGREGATE IN THE HARDENED CONCRETE AND REMOVE ALLGAUGE MINIMUM THICKNESS (MILS*)
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LAITANCE AND LOOSE MATERIAL. Q Z
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8F) INTENTIONALLY ROUGHENED CONSTRUCTION JOINTS: WHERE CONSTRUCTION JOINTS ARE LABELED AS 0 '0
20 33
"ROUGHENED" ON THE DRAWINGS, THE ENTIRE JOINT SURFACE SHALL BE MECHANICALLY ROUGHENED TO A 1/4" 2 z CD
AMPLITUDE AND THOROUGHLY CLEANED. EXPOSE THE COARSE AGGREGATE IN THE HARDENED CONCRETE 18 43
AND REMOVE ALL LAITANCE AND LOOSE MATERIAL. 16 54
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9) MEP AND OTHER OPENINGS AND EMBEDMENTS: 14 68 J CO
9A)PROVIDE SLEEVES AT OPENINGS (SUCH AS THOSE REQUIRED FOR PLUMBING AND ELECTRICAL 12 97 J W C
PENETRATIONS) BEFORE PLACING CONCRETE. REMOVE METAL DECK AT SLEEVES AFTER CONCRETE HAS 2
CURED. DO NOT CUT REINFORCING WHICH MAY CONFLICT. CORING OF CONCRETE IS NOT PERMITTED. NOTE: LL
9B)REFER TO TYPICAL DETAILS FOR SPACING LIMITS ON SLEEVES AND FOR REQUIREMENTS FOR EMBEDDED * 1 MIL = 1/1000" J (n
CONDUIT AND PIPE.
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REINFORCING MATERIAL TABLE
REINF ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS
TYP REINFORCING A615 60 90 -
WELDED & FIELD BENT REINF A706 60 80 - Sheet Information
WELDED WIRE REINFORCING, SMOOTH A1064 65 75 -
A WELDED WIRE REINFORCING,... A1064 70 80 - A Sheet Title:
EPDXY COATING OF REINFORCING A775 OR A934 - - -
GENERAL NOTES
TENDONS A416 - 270 -
STUD RAIL SYSTEMS SUNCOAST SRS OR
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DECON STUDRAIL
Sheet Number:
S .0 0 1 .2
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M DPA Project: 16.0188.S.01
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