Appendix G - 7th St Garage High-Priority Structural Repair Bid Set - Drawings.pdf

© MARTIN/MARTIN 2026

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AERIAL PHOTO

VICINITY MAP

CONSULTANT

OWNER'S REPRESENTATIVE

DRAWING INDEX

HIGH PRIORITY STRUCTURAL REPAIRS AND WATERPROOFING

AURARIA CAMPUS

7th STREET PARKING GARAGE

799 LAWRENCE WAY

DENVER, COLORADO 80204

MARTIN/MARTIN PROJECT NO. 24.0355.S.03

100% CONSTRUCTION SET: 04/08/2026

CONTACT: ARTURO GARCIA, PE

AURARIA HIGHER EDUCATION CENTER

1156 7th STREET, SUITE 103

DENVER, COLORADO 80204

CONTACT: LEAH BYERS

303.556.8056

303.431.6100

STRUCTURAL SHEET LIST

SHEET

NUMBER SHEET NAME

S0.1 GENERAL NOTES

S0.2 GENERAL NOTES

S0.3 QUALITY ASSURANCE

S0.4 WORK LIST

S1.0 LEVEL 1 PLAN - NORTH

S1.1 LEVEL 1 PLAN - SOUTH

S1.2 LEVEL 2 PLAN - NORTH

S1.3 LEVEL 2 PLAN - SOUTH

S1.4 LEVEL 3 PLAN - NORTH

S1.5 LEVEL 3 PLAN - SOUTH

S1.6 LEVEL 4 PLAN - NORTH

S1.7 LEVEL 4 PLAN - SOUTH

S2.0 LEVEL 1 RCP - NORTH

S2.1 LEVEL 1 RCP - SOUTH

S2.2 LEVEL 2 RCP - NORTH

S2.3 LEVEL 2 RCP - SOUTH

S2.4 LEVEL 3 RCP - NORTH

S2.5 LEVEL 3 RCP - SOUTH

S3.0 DETAILS

S3.1 DETAILS

S3.2 DETAILS

SP0.1 JOINT SEALANT SPECIFICATION

SP0.2 SILANE SEALER SPECIFICATION

SP0.3 TRAFFIC COATING SPECIFICATION

SP0.4 EPOXY OVERLAY SPECIFICATION

NORTH

NORTH

799 LAWRENCE WAY

7th STREET PARKING GARAGE a rt in

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T h e r ec ei v er o f el e ct ro n ic a ll y tr a n s m it te d d ra w in g s is r e s p o n s ib le f o r v er if yi n g t h e in fo rm a ti o n c o n ta in e d w it h in t h e e le c tr o n ic d a ta a g a in s t th e r ec o rd e d o r ap p ro v ed d o cu m en ts

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PROJECT NO:

DATE:

REVISIONS

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S0.1

GENERAL NOTES

© MARTIN/MARTIN 2026

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24.0355.S.03

1) CONNECTIONS AND ASSEMBLIES:

1A) PROVIDE CONNECTIONS AND ASSEMBLIES AS SHOWN IN THE DETAILS HEREIN.

1B) FABRICATE AND ASSEMBLE IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ACCORDING TO AISC’S “CODE OF

STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES” AND AISC 360.

2) BOLTING REQUIREMENTS:

2A) BOLT HOLES: CUT, DRILL, MECHANICALLY THERMAL CUT, OR PUNCH STANDARD BOLT HOLES PERPENDICULAR TO METAL

SURFACES. DO NOT ENLARGE BOLTS BY BURNING.

- BOLT HOLE SIZES SHALL BE INSTALLED AS REQUIRED BY ANSI/AISC 360-16 TABLE J3.3 INCLUDING STANDARD, OVERSIZE, SHORT-SLOT, OR LONG-SLOT. HOLES ARE STANDARD SIZE UNLESS NOTED OTHERWISE.

2B) UNLESS INDICATED OTHERWISE, SNUG TIGHTEN ALL JOINTS AS DEFINED BY AISC.

3) WELDING REQUIREMENTS:

3A) HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS QUALIFICATION TESTS.

3B) MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, CONTINUOUS UNLESS OTHERWISE NOTED.

3C)WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF

GAPS EXIST AT THE FAYING SURFACE.

3D)WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-16 TABLES J2.3 AND J2.4.

3E) ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED.

3F) FIELD WELDING SYMBOLS INDICATE SEQUENCE CONSIDERED DURING DESIGN.

4) STEEL FINISHES:

4A) UNLESS OTHERWISE NOTED, PRIME STEEL ASSEMBLIES WITH RUST-INHIBITING SHOP PRIMER, TOUCH UP PRIMER

DAMAGED DURING FIELD WELDING OPERATIONS.

STEEL NOTES

METAL DECKING A1008/A653 50 - -

WELDING ELECTRODES E70 - - PER AWS

RECT HSS A500 GR C 50 62 -

PLATES A36 36 58 -

OTHER SHAPES

A36 36 58 A572 WITH Fy=50 KSI AND Fu=65 KSI

ACCEPTABLE AT CONTRACTOR'S

OPTION

BOLTS F3125 - GRADE

A325

- 120 BOLTS ARE 3/4"Ø UNO

ANCHOR RODS

- - - SEE "POST-INSTALLED ANCHOR NOTES"

STEEL ELEMENT ASTM/TYPE Fy (KSI) Fu

(KSI)

COMMENTS

STEEL MATERIAL TABLE

1) GENERAL:

1A) ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS “CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC.

1B) THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL REQUIREMENTS.

1C)STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS UNLESS DIMENSIONED

OTHERWISE.

2) USE OF DRAWINGS:

2A) DO NOT SCALE DRAWINGS.

2B) DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

2C)DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION

SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT.

2D)WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS:

- CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION

- THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR PRICING

3) EXISTING STRUCTURES:

3A) CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY

ACCESS RESTRICTIONS DURING DESIGN.

3B) DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONDITIONS NOT PER THE

CONTRACT DOCUMENTS. EXAMPLES INCLUDE:

- SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN

- DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS

- CONDITIONS OF INSTABILITY OR LACK OF SUPPORT

- ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD

3C)CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS.

4) SUBMITTALS, SUBSTITUTIONS AND SITE VISITS:

4A) SUBMITTALS:

- REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. PROVIDE THE FOLLOWING SUBMITTALS:

---- ALL PRODUCT DATA AND MATERIALS INCLUDING BUT NOT LIMITED TO: CONCRETE REPAIR PRODUCTS, SLIDE BEARING

PRODUCTS, GALVANIC ANODE PRODUCTS, SEALANTS, TRAFFIC COATING, ETC.

-----PHASING PLAN

---- DEFERRED SHORING DESIGN SUBMITTAL

---- WELDER AWS CERTIFICATIONS

---- JOINT SEALANT ADHESION TEST RESULTS

---- TRAFFIC COATING MOCK-UP PLAN WITH ADHESION TESTING

---- MOCKUP FOR RAMP TRACTION FINISH TO MATCH ORIGINAL TEXTURED FINISH

---- CONVENTIONAL CONCRETE MIX DESIGN

---- STEEL MATERIAL MILL CERTIFICATIONS

---- PENETRATING SEALER MOCKUP TO DETERMINE APPLICATION RATE AND NUMBER OF COATS

---- STEEL SHOP DRAWINGS COORDINATED WITH EXISTING CONDITIONS

- IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ENGINEER AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE.

- CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS

- ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE

SUBMITTAL

4B) SUBSTITUTIONS: ENGINEER’S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS

4C)NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ENGINEER FOR ACCEPTANCE. CONTRACTOR

SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR.

4D)ALL SHOP DRAWINGS SHALL BE SUBMITTED IN ELECTRONIC FORMAT ONLY.

4E) SITE VISITS: PROVIDE THE ENGINEER WITH ADEQUATE NOTICE FOR SITE OBSERVATIONS.

5) TEMPORARY CONDITIONS AND CONSTRUCTION ENGINEERING

5A) THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION AND ONLY FOR LOADS ANTICIPATED DURING

THE STRUCTURE’S SERVICE LIFE.

5B) THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES. CONTRACTOR SHALL PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF

WORK WHICH MAY INCLUDE, BUT IS NOT LIMITED TO:

- LAYOUT

- DESIGN FOR FORM WORK, SHORING, AND RESHORING

- WELD PROCEDURES

- SURVEYING TO VERIFY CONSTRUCTION TOLERANCES

- EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS

- STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS

5C)CONTRACTOR’S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF

THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

6) OSHA STANDARDS:

6A) NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH

OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY.

GENERAL NOTES

1) CODES AND STANDARDS:

1A) GENERAL DESIGN

- INTERNATIONAL EXISTING BUILDING CODE 2024 WITH CITY AND COUNTY OF DENVER 2025 AMENDMENTS.

2) LATERAL LOAD RESISTING SYSTEM DESCRIPTION:

- THE WORK SHOWN ON THESE DRAWINGS DOES NOT INCREASE THE EXISTING LATERAL LOADS ACTING ON THE STRUCTURE

OR ALTER THE EXISTING LATERAL SYSTEM.

3) GRAVITY LOADS

- DEAD LOADS = CONCRETE SELF-WEIGHT

- GARAGE LIVE LOAD = 40 PSF

- GARAGE COMBINED ROOF SNOW AND LIVE LOAD = 90 PSF

DESIGN CRITERIA

1) GENERAL:

1A) EMPLOY A SPECIALTY ENGINEER TO DESIGN ALL SHORING AND BRACING NECESSARY TO COMPLETE THE REPAIR WORK.

DESIGN LOADS SHALL BE IN ACCORDANCE WITH THE DESIGN-BASIS CODE REQUIREMENTS, OR IF THE AREA IS BLOCKED

FROM PUBLIC ACCESS IT IS ACCEPTABLE TO USE ASCE 37-14 LOADS.

1B) PROVIDE BASE BEAMS, WOOD CRIBBING, OR BOTH AT LOWEST LEVEL AS NECESSARY TO LIMIT SERVICE LEVEL REACTION

TO 1500 PSF.

1C)LOCATE ALL EXISTING BURIED UTILITIES/DRAIN PIPING AND NOTIFY SPECIALTY ENGINEER IF LOCATIONS CONFLICT WITH

PROPOSED SHORING.

2) PRODUCTS:

2A) USE COMMERCIALLY MANUFACTURED AND PRE-ENGINEERED SHORING AND BRACING SYSTEMS AND COMPONENTS

WHENEVER POSSIBLE.

- COMMERCIALLY AVAILABLE REUSABLE SHORING EQUIPMENT SHALL INCLUDE A MINIMUM SAFETY FACTOR OF 2.5:1.

- DO NOT INSTALL STEEL SHORING PRODUCTS WITH EXCESSIVE CORROSION, BENT OR BROKEN FLANGES OR WEBS, DENTED TUBE WALLS, OR OTHER DETERIORATION WHICH MAY AFFECT MEMBER CAPACITY.

2B) DESIGN MEMBERS OF SHORING SYSTEMS THAT ARE NOT PRE-ENGINEERED IN ACCORDANCE WITH THE DESIGN-BASIS

CODE.

3) SUBMITTALS:

3A) SUBMIT SHORING LAYOUT SHOP DRAWINGS DEPICTING THE ARRANGEMENT OF EQUIPMENT FOR SHORING, INCLUSIVE OF INSTALLATION DETAILS, TIGHTENING PROCEDURE, AND MAINTENANCE REQUIREMENTS SEALED BY THE SPECIALTY

DESIGNER.

3B) SUBMIT DEFERRED SUBMITTAL STRUCTURAL CALCULATIONS SEALED BY THE SPECIALTY DESIGNER.

4) INSTALLATION REQUIREMENTS:

4A) THE TRIBUTARY AREA OF EACH SHORED STRUCTURAL MEMBER SHALL BE BLOCKED OFF AND CLEAR OF ALL VEHICLES

AND PUBLIC OR EMPLOYEE ACCESS.

4B) INSTALL SHORING AND BRACING IN ACCORDANCE WITH SEQUENCING DOCUMENTATION.

4C)SHORING SHALL EXTEND DOWN ALL LEVELS TO GRADE AT THE LOWEST LEVEL AND BE ALIGNED VERTICALLY BETWEEN

LEVELS.

4D)THE SPECIALTY ENGINEER WHO DESIGNED THE SHORING SHALL INSPECT THE INSTALLATION AND CERTIFY THAT THE

SHORING AND BRACING, AS INSTALLED, MEETS THE INTENT OF THEIR DESIGN.

5) SHORING REMOVAL:

5A) UNLESS OTHERWISE SPECIFIED, REMOVE SHORING AND BRACING ONLY AFTER ALL CONCRETE REPAIRS ACHIEVE SPECIFIED STRENGTH (5,000PSI MINIMUM), ENGINEER REVIEWS AND ACCEPTS TEST RESULTS.

SHORING NOTES

1) GENERAL:

1A) THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION.

WHEN RECEIVED AND REVIEWED, THESE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY

THE CONTRACTOR:

- SHORING DESIGN AND DETAILS FOR DOUBLE-TEES, BEAMS, SPANDREL, AND RAIL SUPPORT POSTS

1B) SUBMIT STAMPED STRUCTURAL CALCULATIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO FOR ALL DEFERRED SUBMITTAL ITEMS PRIOR TO OR CONCURRENTLY WITH DRAWINGS OR PRODUCT DATA. INCLUDE ANALYSIS OF ATTACHMENT TO PRIMARY STRUCTURE. INCLUDE CURRENT ICC REPORT WITH ALL PROPRIETARY STRUCTURAL

ELEMENTS AND ANCHORS/FASTENERS.

DEFERRED SUBMITTALS

1) PERSONNEL REQUIREMENTS:

1A) THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. SUBMIT DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS HAVE PASSED THE TRAINING COURSE PRIOR TO THE COMMENCEMENT

OF INSTALLING ANCHORS.

2) INSTALLATION REQUIREMENTS:

2A) ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS AND PER MANUFACTURER'S ON-SITE TRAINING.

2B) ALL ADHESIVE ANCHORS AND ADHESIVE ANCHORED REINFORCEMENT DESIGNS ARE FOR INSTALLATION IN THE FOLLOWING CONDITIONS, UNLESS NOTED OTHERWISE. WRITTEN APPROVAL MUST BE RECEIVED FROM ENGINEER PRIOR TO

INSTALLATION IN ALTERNATE CONDITIONS.

- DRY CONCRETE, UNLESS NOTED OTHERWISE.

- CONCRETE TEMPERATURE AT TIME OF INSTALLATION THROUGH CURE TIME MUST BE WITHIN THE TEMPERATURE RANGE SPECIFIED IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION FOR ADHESIVE GEL AND CURE TIMES.

- ANCHOR HOLES TO BE HAMMER DRILLED AND CLEANED.

- CONCRETE MUST BE AT LEAST 21 DAYS OLD BEFORE INSTALLATION OF ANCHORS.

- HOLES TO BE CLEANED AND PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS AND EVALUATION REPORT PRIOR TO ADHESIVE INJECTION.

2C)THE POSITION OF EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL BE LOCATED PRIOR TO INSTALLING POST INSTALLED ANCHORS OR REINFORCEMENT. EXISTING REINFORCEMENT SHALL BE LOCATED USING A SCANNER, GPR, X-

RAY, CHIPPING OR OTHER MEANS.

3) ADHESIVE ANCHORS:

3A) ADHESIVE

- ADHESIVE (IN CONCRETE) #5 OR SMALLER: HILTI HIT-HY 200A (THREADED ROD) 200R V3 (REBAR)

- ADHESIVE (IN CONCRETE) #6 OR LARGER: HILTI HIT-RE 500 V3

3B) ANCHORS

- THREADED RODS: ASTM F1554 GR. 55 KSI

-----TIGHTEN NUT TO TORQUE SPECIFIED BY ADHESIVE MANUFACTURER

-----DAMAGE ANCHOR THREADS OR TACK WELD NUT TO ROD FOLLOWING NUT INSTALLATION

-----CUT ROD EXTENSION 1/2" FROM BOLT FACE FOR FINAL CONDITION, UNLESS NOTED OTHERWISE

- REBAR: ASTM A615, ASTM A706 (FIELD WELDED)

4) MECHANICAL ANCHORS:

4A) SCREW ANCHORS (IN CONCRETE)

- HILTI KWIK HUS-EZ

4B) GALVANIZED SCREW ANCHORS

- SIMPSON TITEN HD

- HILTI KH-EZ CRC

4C)EXPANSION ANCHORS (IN CONCRETE)

- HILTI KWIK BOLT TZ2

- SIMPSON STRONG BOLT

POST-INSTALLED ANCHOR NOTES

1) GENERAL:

1A) THE FOLLOWING PHASING NOTES ARE FOR PRICING AND A RESULT OF A VIRTUAL MEETING WITH AHEC ON JANUARY 22, 2026. ADDITIONAL COORDINATION WITH AHEC AND PARKING SERVICES WILL BE REQUIRED DURING CONSTRUCTION.

1B) THE UPPER LEVEL (LEVEL 4) AND RAMP FROM LEVEL 3 TO 4 CAN BE CLOSED ENTIRELY FOR THE DURATION OF THE

PROJECT.

1C) LEVELS 1 TO 3 CAN BE CLOSED 50% AT A TIME. NO MORE THAN TWO LEVELS CAN BE WORKED ON AT A TIME, WITH EXCEPTION OF RESHORING. CONTRACTOR TO PROVIDE SIGNAGE AND BARRIERS TO DIRECT TRAFFIC RE-ROUTES AND

TEMPORARY PARKING SPACE CLOSURES.

1D)PROVIDE PHASING PLAN WITH BID FOR OWNER AND ENGINEER REVIEW.

1E) PER AHEC, CONSTRUCTION CANNOT START EARLIER THAN MAY 18, 2026, AND CANNOT EXTEND PAST AUGUST 14, 2026.

PHASING NOTES

NO. ISSUE DATE

CONCRETE MIX TABLE ABBREVIATIONS:

- NWC = NORMAL WEIGHT CONCRETE

- SCM = SUPPLEMENTARY CEMENTITIOUS MATERIAL

- THK = 2 1/4" MINIMUM THICK PLACEMENT

CONCRETE MIX TABLE NOTES:

1) CONCRETE MIX DESIGNS ARE A PERFORMANCE SPECIFIED ITEM DESIGNED BY THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE A CONCRETE MIX MEETING THE PERFORMANCE REQUIREMENTS SPECIFIED IN THE "CONCRETE MIX TABLE" IN

ADDITION TO THE REQUIREMENTS BELOW

2) PROPORTIONS OF MATERIALS IN CONCRETE MIXES SHALL BE ESTABLISHED TO:

2A) PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT EXCEED THE MAXIMUM

WATER-CEMENT RATIO

2B) PROVIDE WORKABILITY AND CONSISTENCY FOR SLAB FINISHING AND TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE ADMIXTURES AS REQUIRED TO OBTAIN

DESIRED RESULTS

2C) FOR CONCRETE PLACED BY PUMPING, PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING. ENTRAINED AIR

MAY BE USED TO FACILITATE PUMPING SUBJECT TO THE PROVISIONS OF NOTE 4 BELOW

3) FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS PER ASTM C33:

- 3/4": #67 AGGREGATE

4) WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PROVIDE AIR ENTRAINING ADMIXTURE TO MEET THE SPECIFIED AIR PERCENTAGE. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR ±1 1/2%. AIR CONTENT NOTED IS

BASED ON 3/4" AGGREGATE.

5) THE MAXIMUM PERCENTAGE OF CEMENTITIOUS MATERIAL WHICH IS CLASSIFIED AS SCM (INCLUDING FLY ASH, NATURAL POZZOLANS, SILICA FUME, AND SLAG CEMENT) SHALL BE AS FOLLOWS. THE INDIVIDUAL LIMITS SHOWN BELOW SHALL APPLY

REGARDLESS OF THE NUMBER OF CEMENTITIOUS MATERIALS IN THE CONCRETE MIXTURE.

- FLY ASH OR NATURAL POZZOLANS CONFORMING TO ASTM C618 = 25%

- SLAG CEMENT CONFORMING TO ASTM C989 = 50%

- SILICA FUME CONFORMING TO ASTM C1240 = 10%

- TOTAL OF FLY ASH OR OTHER POZZOLANS AND SILICA FUME = 35%

- TOTAL OF FLY ASH OR OTHER POZZOLANS, SLAG CEMENT, AND SILICA FUME = 50%

6) EVIDENCE SHALL BE SUBMITTED THAT THE CONCRETE MIXTURE COMPLIES WITH THE FOLLOWING:

6A) AGGREGATES ARE NOT ALKALI-SILICA REACTIVE OR MEASURES TO MITIGATE ALKALI-SILICA REACTIVITY HAVE BEEN

ESTABLISHED

6B) AGGREGATES ARE NOT ALKALI-CARBONATE REACTIVE

7) MAXIMUM CHLORIDE ION LIMITS (PERCENTAGE BY MASS OF CEMENTITIOUS MATERIALS INCLUDING SCM) = 0.15

M a rt in

/M ar ti n

, I n c . c o n s id e rs t h at d es ig n d a ta is o n ly i n i ts f in a l f o rm o n p lo tt e d d ra w in g s w it h o ri g in a l s ig n a tu re s a n d p ro fe s s io n a l c er ti fi ca ti o n b ei n g v is ib ly p re s en t o n t h e d ra w in g s . D a ta s u p p lie d v ia c o m p u te r g en e ra te d f o rm a t d o es n o t c o n ta in t h is a p p ro v al o r ce rt if ic a ti o n

T h e r ec ei v er o f el e ct ro n ic a ll y tr a n s m it te d d ra w in g s is r e s p o n s ib le f o r v er if yi n g t h e in fo rm a ti o n c o n ta in e d w it h in t h e e le c tr o n ic d a ta a g a in s t th e r ec o rd e d o r ap p ro v ed d o cu m en ts

T h e u se o f el e ct ro n ic a lly t ra ns m itt e d d ra w in g s is c on si d e re d to b e a t yo u r o w n r is k.

M a rt in

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a ss u m e s n o re sp on si b ili ty f o r a ny c la im s o r da m a ge s re su lti ng f ro m y o u r us e o f t h is in fo rm a tio n.

E le ct ro ni c in fo rm a tio n is p ro vi d ed fo r th e co nv en ie nc e o f th e r e ci p ie nt o nl y.

T h e r ec ip ie n t of t hi s fil e a gr ee s th a t th e in fo rm a tio n m ay n ot b e tr a ns fe rr ed t o a ny o th e r p ar ty

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GENERAL NOTES

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24.0355.S.03

CONCRETE REPAIR NOTES

BAR LOCK COUPLER

TYPE 2/CLASS L

PER ACI 318

WELDED A706 60 80 1030 -

TYP REINFORCING A615 60 90 1030 -

REINF ELEMENT ASTM Fy (KSI) Fu (KSI) GWP LIMITS (kg CO2e / METRIC

TON) - NOTE 1

COMMENTS

REINFORCING MATERIAL TABLE

#11 25 39 26 43 75 58 47 97 75 61 126 97 80

#10 21 33 23 39 63 49 39 82 63 51 107 82 66

#9 18 28 21 34 52 40 32 68 52 42 88 67 54

#8 15 24 18 30 43 32 26 56 42 34 72 54 44

#7 12 19 16 27 34 26 23 45 33 29 58 43 38

#6 10 15 14 23 21 16 28 20 36 26

#5 8 12 12 19 16 13 20 17 26 22

#4 6 9 9 15 12 14 18

#3 6 6 8 12 12 12 13

BAR SIZE LDH

SPACING

s≥ 6db s< 6db LCE LCS LTE

LTE TOP

& LTS

LTS TOP

CLEAR COVER 1" 1.5" 2"+ 1" 1.5" 2"+ 1" 1.5" 2"+

LAP SPLICE & DEVELOPMENT LENGTHS (INCHES)

F'c=5,000 PSI, Fy=60,000 PSI

1) GENERAL:

1A) ALL WORK SHALL CONFORM WITH ACI 563-18 (SPECIFICATION FOR REPAIR OF CONCRETE IN BUILDINGS) REFERENCE THE

SPECIFICATION FOR DETAILED REQUIREMENTS.

1B) CONSTRUCTION TOLERANCES FOR REPAIR WORK SHALL CONFORM TO ACI 117.

1C)HOT AND COLD WEATHER CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 305R AND ACI 306R, RESPECTIVELY.

1D)PROTECT THE STRUCTURE AND ADJACENT CONSTRUCTION FROM RISKS ASSOCIATED WITH WORK, INCLUDING IMPACT, MARRING OF SURFACES, STAINING, AND OTHER TYPES OF DAMAGE.

1E) DURING CURING PERIOD, PROTECT REPAIR MATERIALS FROM DAMAGE BY MECHANICAL DISTURBANCES, INCLUDING LOAD- INDUCED STRESSES, SHOCK, VIBRATION, AND FROM TEMPERATURE, HUMIDITY, SUNLIGHT, WIND, PRECIPITATION, WATER, AND DELETERIOUS MATERIALS.

1F) PROVIDE TEMPORARY COVER OVER OPENINGS WHEN NOT IN USE.

2) SPALLED/DELAMINATED CONCRETE REMOVAL:

2A) WITHIN THE WORK AREA, PERFORM VISUAL INSPECTION AND HAMMER SOUNDING, CHAIN DRAG SOUNDING, OR OTHER METHODS ACCEPTABLE TO THE ENGINEER TO IDENTIFY CRACKED, DELAMINATED, SPALLED, DISINTEGRATED, AND

OTHERWISE UNSOUND CONCRETE FOR REMOVAL.

- CONFIGURE GEOMETRY OF REMOVAL AREA TO MAXIMIZE THE USE OF RIGHT-ANGLE GEOMETRY, AVOIDING REENTRANT

CORNERS, AND TO OBTAIN UNIFORMITY OF DEPTH.

- REMOVAL OF SOME SOUND CONCRETE MAY BE NECESSARY TO ACHIEVE THE REQUIRED REPAIR AREA GEOMETRY.

2B) LOCATE AND VERIFY DEPTH OF ALL EXISTING REINFORCING BARS, PRE-STRESSING TENDONS, CONDUIT, ETC. PRIOR TO CONCRETE REMOVAL IN AREA TO BE REPAIRED USING GROUND PENETRATING RADAR SCANNING, PACHOMETER, OR OTHER

NON-DESTRUCTIVE MEANS ACCEPTABLE TO ENGINEER.

2C)PERFORM CONCRETE REMOVAL WITH SMALL CONCRETE CHIPPING HAMMERS TO MINIMIZE DAMAGE TO CONCRETE SUBSTRATE, ADJOINING CONSTRUCTION, AND TO PREVENT BRUISING OF OTHERWISE SOUND CONCRETE SURFACES.

- CONCRETE CHIPPING HAMMERS SHALL BE LIMITED TO 15 POUND ELECTRIC STYLE HANDHELD HAMMERS. PROVIDE SHARP

TIPS ON EQUIPMENT TO MINIMIZE BRUISED SURFACES IN PARTIAL DEPTH REMOVAL.

- AVOID DIRECTLY STRIKING REINFORCEMENT AND OTHER EMBEDDED ITEMS WITH IMPACT TOOLS USED FOR CONCRETE

REMOVAL, CAREFULLY HAND CHIP AROUND SUCH ITEMS.

- DO NOT CUT OR DAMAGE EXISTING EMBEDDED REINFORCEMENT OR OTHER EMBEDDED ITEMS.

2D)EXTEND CONCRETE REMOVAL ALONG THE REINFORCEMENT TO WHERE THERE IS NO FURTHER CONCRETE DELAMINATION, CONCRETE CRACKING, OR BOND INHIBITING REINFORCEMENT CORROSION, AND WHERE THE

REINFORCEMENT IS BONDED TO THE SURROUNDING CONCRETE.

3) EXISTING CONCRETE SUBSTRATE PREPARATION:

3A) ALL REINFORCING BARS WHICH HAVE MORE THAN 1/2 OF THEIR DIAMETER EXPOSED OR WHICH ARE CORRODED SHALL BE

UNDERCUT BY 3/4 INCH MINIMUM.

- UNLESS NOTED OTHERWISE IN DETAILS DO NOT REMOVE CONCRETE BEHIND VERTICAL REINFORCING BARS IN COLUMNS, WALLS, OR OTHER VERTICAL LOAD BEARING MEMBERS

3B) CHIP OUT ENTIRE REPAIR AREA TO REMOVE ALL UNSOUND CONCRETE. REPAIR AREA SHALL NOT BE LESS THAN 1/2” IN

DEPTH.

3C)CONCRETE REPAIR AREAS SHOULD BE SQUARE OR RECTANGULAR IN SHAPE WITH A 1/2 INCH SAW CUT AT THE

PERIMETER. DO NOT CUT OR DAMAGE EMBEDDED REINFORCING OR OTHER EMBEDDED ITEMS.

3D)DO NOT TERMINATE CEMENTITIOUS REPAIR MORTAR AT A FEATHER EDGE. ADHERE TO REPAIR MORTAR PRODUCT

MANUFACTURER’S MINIMUM AND MAXIMUM MATERIAL THICKNESS REQUIREMENTS.

3E) PREPARE CONCRETE SURFACES TO RECEIVE REPAIR MORTAR WITH MECHANICAL MEANS TO OBTAIN AN EXPOSED AGGREGATE SURFACE WITH A MINIMUM SURFACE PROFILE OF ± 1/4 INCH (ICRI DEGREE OF ROUGHNESS = CSP-9 MINIMUM).

4) EXISTING STEEL REINFORCING PREPARATION:

4A) CLEAN ALL EXPOSED REINFORCING STEEL IN REPAIR AREA TO REMOVE ALL TRACES OF CORROSION BY MEDIA BLASTING OR OTHER APPROVED MEANS. IF MEDIA BLASTING IS USED, CLEAN SHOT MEDIA FROM REPAIR AREA. PREPARE EXISTING STEEL SURFACES TO MEET OR EXCEED THE REQUIREMENTS OF ICRI GUIDELINE 210.5R-23 LEVEL 2 CLEAN.

- THIS ALSO APPLIES TO STEEL PLATES, STEEL CONDUITS, OR ANY OTHER METAL ITEMS WHICH WILL BE ENCAPSULATED IN

THE REPAIR AREA.

4B) IF OVER 10% OF REINFORCING BAR CROSS-SECTIONAL AREA IS LOST DUE TO DAMAGE OR CORROSION AT ANY LOCATION, CONTACT ENGINEER FOR REVIEW AND SUPPLEMENTAL REINFORCING REQUIREMENTS.

4C)COAT ALL EXISTING EXPOSED REINFORCING STEEL WITH CORROSION RESISTANT STEEL PRIMER. FOLLOW PRIMER PRODUCT MANUFACTURER’S REQUIREMENTS FOR APPLICATION TIMING, APPLICATION RATE, AND RECOMMENDED NUMBER

OF COATS.

4D)WHERE EXISTING CONDITIONS DO NOT PERMIT COMPLIANCE WITH CONCRETE COVER LIMITS, NOTIFY ENGINEER FOR

SUPPLEMENTAL INSTRUCTIONS.

5) ACCEPTABLE REPAIR PRODUCTS:

5A) HORIZONTAL SURFACE PARTIAL DEPTH CONCRETE REPAIR MORTAR

- SIKAEMACO T 1060/1061 BY SIKA CORPORATION

- PLANITOP 18TG/18ES BY MAPEI CORPORATION

- VERSASPEED 100/LS100 BY EUCLID CHEMICAL COMPANY

- HP CONCRETE (EXTENDED) OR HP DOT MORTAR (NEAT) BY US CONCRETE PRODUCTS

5B) TROWEL APPLIED VERTICAL AND OVERHEAD PARTIAL DEPTH CONCRETE REPAIR MORTAR (2" MAX THICKNESS)

- SIKAEMACO N 425 CI BY SIKA CORPORATION

- PLANITOP X/XS BY MAPEI CORPORATION

- EUCOREPAIR V100 BY EUCLID CHEMICAL COMPANY

- US THIN PATCH V/O BY US CONCRETE PRODUCTS

5C)FORM AND POUR VERTICAL AND OVERHEAD PARTIAL DEPTH CONCRETE REPAIR MORTAR

- SIKAEMACO S 466 CI BY SIKA CORPORATION

- PLANITOP FD/15 BY MAPEI CORPORATION

- EUCOCRETE BY EUCLID CHEMICAL COMPANY

- DECK MIX FP BY US CONCRETE PRODUCTS

5D)FORM AND POUR FULL DEPTH CONCRETE REPAIR MORTAR

- SIKACRETE 211 SCC PLUS BY SIKA CORPORATION

- PLANITOP 11 SCC BY MAPEI CORPORATION

- EUCOREPAIR SCC BY EUCLID CHEMICAL COMPANY

- DECK MIX SCC OR AE BY US CONCRETE PRODUCTS

5E) FORM AND PUMP AT PRESSURE VERTICAL AND OVERHEAD CONCRETE REPAIR MORTAR

- SIKACRETE 211 SCC PLUS BY SIKA CORPORATION

- PLANITOP 11 SCC BY MAPEI CORPORATION

- EUCOREPAIR SCC BY EUCLID CHEMICAL COMPANY

5F) EMBEDDED REINFORCING STEEL PRIMER

- ARMATEC 110 EPOCEM BY SIKA CORPORATION

- PLANIBOND 3C BY MAPEI CORPORATION

- DURALPREP A.C. BY EUCLID CHEMICAL COMPANY

- HP BONDIT III BY US CONCRETE PRODUCTS

5G)SUBSTITUTIONS:

- ALL SUBSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE ENGINEER IN WRITING PRIOR TO USE. ALTERNATE PRODUCTS MUST HAVE SIMILAR PERFORMANCE CRITERIA TO THE BASIS OF DESIGN PRODUCTS LISTED.

5H)DELIVER PACKAGED MATERIALS CLEARLY MARKED WITH LEGIBLE AND INTACT LABELS WITH MANUFACTURER’S NAME, BRAND NAME, LOT NUMBER, AND IDENTIFYING CONTENTS OF CONTAINERS.

- THE REPAIR MORTAR SHALL BE SUPPLIED IN A FACTORY PROPORTIONED UNIT.

- IF EXTENSION OF THE MORTAR WITH ADDED AGGREGATE WILL BE USED, PROVIDE FACTORY PROPORTIONED UNITS BY THE SAME MANUFACTURER. UNLESS OTHERWISE REQUIRED BY THE MANUFACTURER, AGGREGATE SHOULD BE 3/8” CLEAN, WELL- GRADED, SATURATED SURFACE DRY MATERIAL, HAVING LOW ABSORPTION AND HIGH DENSITY. AGGREGATE SHALL CONFORM

TO ASTM C33.

5I) WEIGH CEMENTITIOUS PACKAGED REPAIR MATERIALS. THE CONTENTS OF ANY PACKAGED CONTAINER SHOULD NOT VARY BY MORE THAN 2% FROM THE WEIGHT STATED ON THE PACKAGE MARKINGS. IF THE WEIGHT IS OUTSIDE THE 2 PERCENT

TOLERANCE, CONTACT THE REPAIR MATERIAL MANUFACTURER FOR RECOMMENDATIONS.

5J) STORE MATERIALS IN AREAS WHERE CONDITIONS CONFORM WITH REPAIR MATERIAL MANUFACTURER’S RECOMMENDATIONS AND INSTRUCTIONS. MATERIALS SHALL BE SUPPLIED AND APPLIED WITHIN THEIR STATED SHELF LIFE OR BY THEIR EFFECTIVE “USE BY” DATE. PROTECT REPAIR MATERIAL COMPONENTS FROM FREEZING AND FROM TEMPERATURE

CHANGES THAT WOULD ADVERSELY AFFECT THEIR PERFORMANCE AND PROPERTIES.

5K) THE MATERIAL SHALL NOT CONTAIN ASBESTOS, NITRATES, ADDED GYPSUM, ADDED LIME, OR HIGH ALUMINUM CEMENT.

REPAIR MATERIAL SHALL NOT CONTAIN SOLUBLE CHLORIDES OR OTHER INGREDIENTS IN SUFFICIENT QUANTITY TO CAUSE

CORROSION OF EMBEDDED REINFORCING STEEL. MATERIALS SHALL BE NON-COMBUSTIBLE.

5L) COLOR TO BE PRODUCT STANDARD AND CLOSELY MATCH EXISTING CONCRETE SURFACE COLOR UNLESS DIRECTED

OTHERWISE BY ENGINEER.

6) FORMWORK:

6A) FORM-FACING MATERIAL IN CONTACT WITH REPAIR MATERIAL SHALL BE LUMBER, PLYWOOD, TEMPERED CONCRETE-FORM- GRADE HARDBOARD, METAL, PLASTIC, OR PAPER THAT MATCHES THE APPEARANCE AND TEXTURE OF ADJACENT EXISTING

SURFACES.

6B) ANCHOR BOLTS USED TO SECURE FORM WORK SHALL BE ABLE TO BE REMOVED WITHOUT SPALLING CONCRETE.

6C)DESIGN FORM WORK TO WITHSTAND REPAIR MATERIAL PRESSURES, AS WELL AS PRESSURE RESULTING FROM

PLACEMENT.

6D)PROVIDE FORM WORK SURFACES WHICH DO NOT BOND TO REPAIR MATERIAL. USE OF OSB FOR FORM FACING MATERIAL IS NOT ALLOWED. IF RELEASE AGENT IS USED, DO NOT ALLOW FORM WORK RELEASE AGENT TO PUDDLE IN FORMS, CONTACT REINFORCEMENT, OR CONTACT HARDENED CONCRETE. RELEASE AGENT SHALL BE NON-STAINING.

7) CONDITIONING, MIXING, AND PLACEMENT:

7A) ADHERE TO ALL LIMITATIONS AND CAUTIONS AND FOLLOW ALL RECOMMENDATIONS FOR “BEST PERFORMANCE” IN THE

MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS.

7B) REMOVE ALL LAITANCE, DEBRIS, ABRASIVE BLAST MEDIA, AND BOND-INHIBITING MATERIALS FROM THE REPAIR AREA.

7C)MIXING AND PLACEMENT REQUIREMENTS ARE CONTINGENT ON PLACEMENT METHOD AND SELECTED REPAIR MORTAR PRODUCT. MIX AND PLACE MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS. IN THE ABSENCE OF PRINTED INSTALLATION INSTRUCTIONS, CONTACT THE ENGINEER FOR ADDITIONAL

DIRECTION PRIOR TO APPLICATION.

7D)ADHERE TO ALL MANUFACTURER TIME-FRAME/POT-LIFE REQUIREMENTS.

7E) CONDITION REPAIR AREA SUBSTRATE TO SATURATED SURFACE DRY (SSD) CONDITION.

7F) PLACE AND CONSOLIDATE MATERIAL WITH MEANS ACCEPTABLE TO THE MANUFACTURER TO PROVIDE A WELL-COMPACTED REPAIR, CONSOLIDATED AROUND REINFORCEMENT, AND WITHOUT SEGREGATION. DO NOT VIBRATE SELF-CONSOLIDATING

(SCC) REPAIR MORTAR.

7G)FINISHING:

- FLOAT THEN BROOM, SWIRL, OR TROWEL FINISH REPAIRS TO MATCH EXISTING SURROUNDING CONCRETE SURFACES.

- MAINTAIN ALL EXISTING JOINTS BY TOOLING OR FORMING JOINTS IN UNCURED REPAIR MATERIAL. SAW CUTTING JOINTS IN CURED REPAIR MATERIAL IS NOT AN ACCEPTABLE METHOD UNLESS PERFORMED WITH EARLY ENTRY SAW EQUIPMENT PRIOR

TO CONCRETE CURE.

- MAINTAIN ALL EXISTING CHAMFERED EDGES TO MATCH ADJACENT CONSTRUCTION.

7H)CURING:

- WET CURE CEMENTITIOUS REPAIR MATERIALS WITH ABSORBENT COVERING (BURLAP) AND WATER-RETENTION SHEETING.

TAPE SHEETING TOGETHER OR LAP SHEETS, REPAIR HOLES AND GAPS, AND KEEP SHEETS IN PLACE. CONTINUE CURING

MEASURES FOR AT LEAST 7 DAYS AFTER PLACEMENT.

8) FINAL CONDITIONS:

8A) REMOVE ALL FORM WORK AND ATTACHMENT HARDWARE FROM REPAIR AREA.

- REMOVE FORMWORK ONLY AFTER REPAIR MATERIAL CURE IS COMPLETE AND CONCRETE HAS REACHED A MINIMUM

STRENGTH OF 5,000 PSI

8B) REFER TO SHORING DESIGN FOR SHORING REMOVAL REQUIREMENTS AND LIMITATIONS.

8C)LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS. SPILLOVERS SHOULD BE REMOVED BY GRINDING AND CHAMFERING AT EDGES OF REPAIR AND HOLES FROM

ATTACHMENT HARDWARE FILLED WITH AN APPROVED EPOXY OR CONCRETE REPAIR PRODUCT.

8D)PROVIDE RECORD SET COPY OF FINAL REPAIR AREAS WITH QUANTITIES TO ENGINEER.

9) QUALITY ASSURANCE QUALITY CONTROL:

9A) OBTAIN AND COORDINATE SERVICES OF A FIELD TECHNICIAN QUALIFIED BY THE MANUFACTURER AT THE PROJECT SITE BEFORE MIXING OR INSTALLING PROPRIETARY MATERIALS OR COMPONENTS TO TRAIN PERSONNEL IN PREPARATION, INSTALLATION, AND QUALITY CONTROL PROCEDURES.

9B) COMPLETED AND CURED CONCRETE REPAIR AREAS SHOULD BE HAMMER-SOUNDED. REPLACE DELAMINATED OR POORLY

CONSOLIDATED REPAIR AREAS IDENTIFIED DURING SOUNDING AT NO COST TO THE OWNER.

CONCRETE MIX TABLE

CONC

MIX

TYPE INTENDED USE

COMPRESSIVE

STRENGTH f'c

(KSI)

TEST AVG

(DAYS)

CONC

WEIGHT

MAX W/C

RATIO,

INCLUDING

SCM, NOTE 6

MAX

AGGREGATE

SIZE (IN),

NOTE 3

TOTAL AIR

CONTENT

(%), NOTE 4 OTHER REQTS

1 STAIR LANDING

INFILL AND

HORIZONTAL

REPAIRS

5 28 NWC 0.40 3/4 6 THK

NO. ISSUE DATE

JOISTS 1 1/2

COLUMNS, GIRDERS, AND BEAMS 1 1/2

TOP SURFACE OF SLABS EXPOSED TO WEATHER 2

CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH 2

CASE COVER (IN)

REBAR COVER TABLE

NOTES:

1. GLOBAL WARMING POTENTIAL LIMITS ARE BASED ON THE FOLLOWING CRITERIA:

- VALUES HAVE BEEN SET BASED ON THE REQUIREMENTS OF BUY CLEAN COLORADO (C.R.S 24-92117)

- VALUES REPRESENT FABRICATED MATERIAL SCOPE, AS DEFINED BY BUY CLEAN COLORADO'S GLOBAL WARMING

POTENTIAL LIMITS GUIDANCE

a rt in

/M ar ti n

, I n c . c o n s id e rs t h at d es ig n d a ta is o n ly i n i ts f in a l f o rm o n p lo tt e d d ra w in g s w it h o ri g in a l s ig n a tu re s a n d p ro fe s s io n a l c er ti fi ca ti o n b ei n g v is ib ly p re s en t o n t h e d ra w in g s . D a ta s u p p lie d v ia c o m p u te r g en e ra te d f o rm a t d o es n o t c o n ta in t h is a p p ro v al o r ce rt if ic a ti o n

T h e r ec ei v er o f el e ct ro n ic a ll y tr a n s m it te d d ra w in g s is r e s p o n s ib le f o r v er if yi n g t h e in fo rm a ti o n c o n ta in e d w it h in t h e e le c tr o n ic d a ta a g a in s t th e r ec o rd e d o r ap p ro v ed d o cu m en ts

T h e u se o f el e ct ro n ic a lly t ra ns m itt e d d ra w in g s is c on si d e re d to b e a t yo u r o w n r is k.

M a rt in

/M a rt in

In c.

a ss u m e s n o re sp on si b ili ty f o r a ny c la im s o r da m a ge s re su lti ng f ro m y o u r us e o f t h is in fo rm a tio n.

E le ct ro ni c in fo rm a tio n is p ro vi d ed fo r th e co nv en ie nc e o f th e r e ci p ie nt o nl y.

T h e r ec ip ie n t of t hi s fil e a gr ee s th a t th e in fo rm a tio n m ay n ot b e tr a ns fe rr ed t o a ny o th e r p ar ty

PROJECT NO:

DATE:

REVISIONS

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QUALITY

ASSURANCE

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1. GENERAL:

A. SCOPE OF WORK

• THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO

PERFORM INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND

ASSEMBLIES AS NOTED HEREIN.

B. INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK

ADDED BY AMENDMENTS TO THESE DOCUMENTS.

C. DEFINITIONS

• INSPECTOR: THE AGENCY ENGAGED BY THE OWNER TO PERFORM INSPECTIONS.

• (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE

INSPECTOR OF WORK BEING PERFORMED. INSPECTOR SHALL BE PRESENT IN THE

AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100%

VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK.

• (C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE INSPECTOR OF

WORK BEING PERFORMED. INSPECTOR SHALL BE PRESENT IN THE AREA WHERE

THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL

BE MADE AT THE COMPLETION OF THE WORK.

D. DEFICIENCIES IN WORK

• CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT

COMPLY WITH THE CONTRACT DOCUMENTS AND REFERENCED STANDARDS.

• ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK

SHALL BE BORNE BY THE CONTRACTOR.

2. CONCRETE REPAIR

A. GENERAL

• PERFORM INSPECTIONS AND TESTING FOR ALL CONCRETE REPAIR AREAS AS NOTED

HEREIN.

• SEE ACI 563-18 SPECIFICATION FOR REPAIR OF CONCRETE IN BUILDINGS FOR

DETAILED REQUIREMENTS.

• REPAIR INSPECTOR QUALIFICATIONS FOR INSPECTION OF CONCRETE REPAIRS

SHOULD BE DEMONSTRATED BY CERTIFICATION OR PREVIOUS WORK HISTORY AND

AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION BEFORE BEING RETAINED.

AN INDIVIDUAL WHO HAS BEEN CERTIFIED AS AN ICRI CONCRETE SURFACE REPAIR

TECHNICIAN (ICRI CSRT) OR AS AN ACI CONSTRUCTION INSPECTOR (ACI C630) ARE

EXAMPLES OF QUALIFIED INSPECTORS.

• CONCRETE REPAIR MATERIALS TESTING PERSONNEL SHOULD BE QUALIFIED BY

DEMONSTRATING COMPETENCE TO THE SATISFACTION OF THE LICENSED DESIGN

PROFESSIONAL AND BUILDING CODE OFFICIAL FOR TESTING TYPES REQUIRED OF

CONCRETE REPAIR AND REHABILITATION WORK. AS A MINIMUM LEVEL OF RECORD

KEEPING, THE TESTING AGENCY SHOULD MAINTAIN A RECORD OF THE TESTS

PERFORMED AND THE RESULTS CONSISTENT WITH THE REQUIREMENTS FOR

RECORDS IN ASTM E329.

• FAILURE TO DETECT DEFECTIVE WORK OR MATERIAL WILL NOT PREVENT REJECTION

IF A DEFECT IS DISCOVERED LATER NOR SHALL IT OBLIGATE ARCHITECT/ENGINEER

FOR FINAL ACCEPTANCE.

- PRECONDITIONING OF

MATERIALS, MIXING,

PLACEMENT,

FINISHING, AND

CURING OF REPAIR

MATERIALS

P

ACI 563-18

SECTION 8

VERIFY THAT PRECONDITIONING, MIXING,

PLACING, FINISHING, AND CURING OF

PRE-PACKAGED REPAIR MORTAR IS

PERFORMED IN ACCORDANCE WITH

REPAIR MORTAR MANUFACTURER'S

REQUIREMENTS

- SUPPLEMENTAL

MATERIALS BATCHED

WITH PRE-PACKAGED

REPAIR MORTAR P

ACI 563-18

SECTION 8

VERIFY THAT SUPPLEMENTAL MATERIALS

(3/8" AGGREGATES, FIBERS, OTHER ADD

MIXTURES, ETC) WHICH WILL BE COMBINED

WITH PRE-PACKAGED REPAIR MORTAR ARE

CONDITIONED AND BATCHED IN

ACCORDANCE WITH REPAIR MORTAR

MANUFACTURER'S REQUIREMENTS

- DELIVERY AND

STORAGE

P

ACI 563-18

SECTION 8

VERIFY APPROVED PRODUCTS ARE

DELIVERED AND STORED IN ACCORDANCE

WITH REPAIR MORTAR MANUFACTURER'S

REQUIREMENTS

PREPACKAGED REPAIR MORTAR

- REMOVAL OF

FORMWORK

P

ACI 563-18

SECTION 4

VERIFY THAT FORMWORK INCLUDING

NECESSARY RE-SHORES TO SUPPORT,

CONFINE, AND SHAPE REPAIR MATERIALS

TO REQUIRED DIMENSIONS ARE NOT

REMOVED UNTIL REPAIR MATERIALS ARE

FULLY CURED

- SURFACE

CONDITIONING PRIOR

TO REPAIR MATERIAL

PLACEMENT

P

ACI 563-18

SECTION 3

VERIFY THAT SURFACE IS CLEAN AND

SOUND AND VERIFY THAT SUBSTRATE

CONDITIONING WAS APPLIED WITHIN

SPECIFIED TIME PRIOR TO REPAIR

MATERIAL PLACEMENT

- CONCRETE REMOVAL

AND SURFACE

PREPARATION

CONCRETE REMOVAL

AND SURFACE

PREPARATION

P

ACI 563-18

SECTION 3

VERIFY CONCRETE REMOVAL FROM

REPAIR AREAS IS PERFORMED TO

INDICATED REPAIR AREA SHAPE, DEPTH,

AND THAT SURFACE PROFILE IS ACHIEVED

WITHOUT DAMAGE/MICROBRUISING OF

SOUND SUBSTRATE

- PLACEMENT OF

BRACING AND

SHORING P

ACI 563-18

SECTION 2

VERIFY PLACEMENT OF BRACING AND

SHORING TO SUPPORT THE

DETERIORATED STRUCTURE BEFORE,

DURING, AND AFTER THE WORK UNTIL THE

STRUCTURE IS SELF-SUPPORTING

DETERIORATED CONCRETE REMOVAL AND SURFACE PREPARATION

- DURING PLACEMENT

P

ACI 563-18

SECTION 5

VERIFY THAT EXISTING REINFORCEMENT IS

PREPARED AS INDICATED AND VERIFY NEW

REINFORCEMENT TYPE, FINISH, DIAMETER,

LENGTH, QUANTITY, EMBEDMENT LENGTH,

SPACING AND EDGE DISTANCES. VERIFY

USE OF PLACING TEMPLATE WHERE

SPECIFIED

REINFORCEMENT

- CONSTRUCTION

LOADS

P

ACI 563-18

1.5.1, 4.1.2.1(d),

4.3.2.5 & 4.3.3.1

VERIFY THAT CONSTRUCTION LOADS

INCLUDING EQUIPMENT, MATERIALS, ETC.

DO NOT OVERLOAD EXISTING STRUCTURE

CAPACITY

- LOCATION OF REPAIR

P

ACI 563-18 1.5.2

& 1.5.4.1

VERIFY WORK IS ONLY BEING PERFORMED

IN AREAS INDICATED AND THAT EXISTING

CONSTRUCTION ADJACENT TO WORK AREA

IS PROTECTED FROM DAMAGE

EXISTING CONDITIONS

ITEM FREQUENCY STANDARD CRITERIA

STRUCTURAL CONCRETE REPAIR INSPECTIONS

NOTE:

1. PROVIDE MINIMUM NUMBER OF COMPOSITE SAMPLES AS REQUIRED TO PERFORM THE

COMPRESSIVE STRENGTH TESTING LISTED.

2. CONVENTIONAL

CONCRETE OR

PRE-PACKAGED REPAIR

MORTAR

EACH

COMPOSITE

SAMPLE

ASTM C31

ASTM C39

EITHER:

(4)6X12 OR

(6)4X8

CYLINDERS

TEST PER SCHEDULE BELOW:

- 7DAYS: (1) 6x12 OR (1) 4x8

- 28 DAYS: (2) 6x12 OR (3) 4x8

- 56 DAYS: (1) 6x12 OR (2) 4x8 (IF 28-DAY

TESTS DO NOT ACHIEVE SPECIFIED 28 DAY

STRENGTH) ACCEPTANCE CRITERIA PER

ACI 318

1. PRE-PACKAGED

REPAIR MORTAR EACH

COMPOSITE

SAMPLE

ASTM C109: 2IN

CUBE

SPECIMENS

PROVIDE 7-DAY AND 28-DAY COMPRESSIVE

STRENGTH TEST RESULTS WHICH MEET OR

EXCEED REPAIR MORTAR

MANUFACTURER'S LISTED PERFORMANCE

TEST VALUES

- COMPRESSIVE STRENGTH (EITHER 1 OR 2)

- COMPOSITE SAMPLE

1 MINIMUM

PER DAY,

NOTE 1

ASTM C172

OBTAIN AT POINT OF PLACEMENT

COMPOSITE MATERIAL (PRE-PACKAGED REPAIR MORTAR OR CONVENTIONAL CONCRETE)

ITEM FREQUENCY STANDARD CRITERIA

STRUCTURAL CONCRETE REPAIR TESTING

- CURE TIME

100% VISUAL -

VERIFY FULL CURE TIME HAS ELAPSED

PRIOR TO APPLICATION OF TORQUE OR

LOAD TO ANCHOR

- AFTER INSTALLATION

OF ATTACHED

ASSEMBLY 100% VISUAL -

VERIFY NUMBER, EDGE DISTANCES, AND

ANCHOR FLUSH WITH AND PERPENDICULAR

TO THE RECEIVING SURFACE

- DURING INSTALLATION

OF ANCHOR

P

ICC-ES

REPORT

VERIFY HOLE DIMENSIONS, HOLE

CLEANING, ANCHOR EMBEDMENT, EDGE

DISTANCES AND SPACING

- PRIOR TO

INSTALLATION OF

ANCHOR EACH ANCHOR

ICC-ES

REPORT

VERIFY TYPE, DIAMETER, LENGTH, FINISH,

AND BASE MATERIAL. VERIFY SOLID

GROUTED AREA AROUND ANCHORS IN

GROUTED MASONRY

- PRIOR TO START OF

WORK -

ICC-ES

REPORT

REVIEW CONTRACTOR'S INSTALLATION

PROCEDURE

ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE

- AFTER INSTALLATION

OF ATTACHED

ASSEMBLY

100% VISUAL -

VERIFY NUMBER, EDGE DISTANCES, AND

ANCHOR FLUSH WITH AND PERPENDICULAR

TO THE RECEIVING SURFACE

- DURING INSTALLATION

OF ANCHOR P

ICC-ES

REPORT

VERIFY HOLE DIMENSIONS, HOLE

CLEANING, ANCHOR EMBEDMENT, EDGE

DISTANCES AND SPACING

- PRIOR TO

INSTALLATION OF

ANCHOR

EACH ANCHOR

ICC-ES

REPORT

VERIFY TYPE, DIAMETER, LENGTH, FINISH,

AND BASE MATERIAL. VERIFY SOLID

GROUTED AREA AROUND ANCHORS IN

GROUTED MASONRY. VERIFY MAXIMUM

IMPACT WRENCH TORQUE RATING FOR

SCREW ANCHORS

- PRIOR TO START OF

WORK -

ICC-ES

REPORT

REVIEW CONTRACTOR'S INSTALLATION

PROCEDURE

EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS

ITEM FREQUENCY STANDARD CRITERIA

POST-INSTALLED ANCHORS/REINFORCING STEEL INSPECTIONS

- TORQUE TEST

(WHERE APPLICABLE)

100% -

TEST ANCHOR WITH CALIBRATED TORQUE

WRENCH TO 100% OF THE INSTALLATION

TORQUE NOTED IN ICC-ES REPORT. ATTAIN

SPECIFIED TORQUE WITHIN 1/2 TURN OF

THE NUT

EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS

ITEM FREQUENCY STANDARD CRITERIA

POST-INSTALLED ANCHOR/REINFORCING STEEL TESTING

QUALITY ASSURANCE GENERAL NOTES STATEMENT OF

STRUCTURAL INSPECTIONS AND TESTING

ADHESION TEST

10 FIRST 1000 LF

1 EACH SUBSEQUENT 1000 LF

SEE SPECIFICATION FOR

DETAILED REQUIREMENTS

ITEM FREQUENCY STANDARD CRITERIA

HORIZONTAL JOINT SEALANT TESTING

WET MIL THICKNESS EVERY 600 SF -

SEE SPECIFICATION FOR DETAILED

REQUIREMENTS

ADHESION TEST 1 AT MOCK-UP -

SEE SPECIFICATION FOR DETAILED

REQUIREMENTS

ITEM FREQUENCY STANDARD CRITERIA

TRAFFIC COATING TESTING

WORK LIST

DESCRIPTION

REFERENCE

DETAIL

ESTIMATED

QUANTITY

WORK

ITEM

INSTALL SHORING TO GRADE AT DOUBLE-TEE STEM PRIOR TO PERFORMING REPAIR. 23 LOCS

INSTALL SHORING AT INVERTED-TEE BEAM TO GRADE PRIOR TO PERFORMING REPAIR. 3 LOCS

2/S3.0

2/S3.0

REMOVE DETERIORATED CONCRETE AND RE-ENCASE STEEL HAUNCH SUPPORTING INVERTED-TEE BEAM WITH FORM AND POUR REPAIR MORTAR. IF STEEL SECTION LOSS EXCEEDS 10% CROSS SECTIONAL AREA

NOTIFY ENGINEER FOR OBSERVATION.

CONTRACTOR TO PROVIDE AN ALLOWANCE TO REMOVE DETERIORATED STEEL HAUNCH AND REPLACE

WITH STEEL POST.

REMOVE AND REPLACE DETERIORATED CONCRETE AND REINFORCING STEEL AT BEAM LEDGE. FOR

EACH LOCATION, ASSUME 3 LINEAR FEET OF REPAIR AND INSTALLATION OF SUPPLEMENTAL

REINFORCEMENT.

REMOVE DETERIORATED CONCRETE AT DAPPED DOUBLE-TEE STEM NEAR BEARING LOCATION AND

PROVIDE DAPPED ENLARGEMENT STRENGTHENING WITH SLIDE BEARING DETAILING.

INSTALL SUPPLEMENTAL BEARING SEAT BENEATH DAPPED DOUBLE-TEE STEMS.

INSTALL SUPPLEMENTAL CONNECTION TO REPLACE BROKEN OR LOOSE CONNECTION BETWEEN

DOUBLE-TEE FLANGE AND BEAM.

INSTALL SHORING TO GRADE AT RAMP SPANDREL. LIFT SPANDREL TO CALIBRATED LOAD RATING AND

SECURE SHORING IN PLACE.

PERFORM CONCRETE REPAIR AT RAMP SPANDREL. FOR PRICING PURPOSES, ASSUME FULL THICKNESS REPAIR, INSTALLATION OF SUPPLEMENTAL STEEL IS REQUIRED, AND THAT THE USE OF AN AERIAL LIFT

OR OTHER METHODS MAY BE NEEDED FOR ACCESS.

INSTALL SUPPLEMENTAL SPANDREL TIEBACK CONNECTION WHERE EXISTING CONNECTION IS BROKEN.

REMOVE AND REPLACE EXISTING DELAMINATED CONCRETE FROM RAIL SUPPORT POST. FOR PRICING PURPOSES, ASSUME THE DETAIL CONDITION WHICH PRODUCES THE HIGHEST COST, AND ASSUME FORM AND PUMP APPLICATION METHOD WILL BE REQUIRED. INCLUDE COST TO INSTALL GALVANIC ANODES AT

CONDITION B, AS SHOWN IN DETAIL.

CONTRACTOR TO PROVIDE AN ALLOWANCE TO INSTALL CFRP BISCUITS AT FAILED DOUBLE-TEE FLANGE CONNECTIONS. CONNECTION IS FAILED IF SIGNIFICANT CONCRETE SPALLING HAS OCCURRED IN THE

VICINITY OF THE CONNECTION. IF ONE OR MORE CONNECTIONS IS DAMAGED ALONG A JOINT

SUPPLEMENT ALL CONNECTIONS ALONG JOINT. FOR PRICING PURPOSES, INCLUDE 12 BISCUITS PER

JOINT.

REPAIR DELAMINATED CONCRETE SPALLS AND CORRODED REINFORCING BARS ON OVERHEAD AND

VERTICAL SURFACES OF DOUBLE-TEE FLANGES AND STEMS, INVERTED-TEE BEAMS, WALLS AND

COLUMNS. FOR PRICING PURPOSES, ASSUME 2" AVERAGE REPAIR DEPTH WITH FORM AND POUR REPAIR MORTAR. INCLUDE COST TO INSTALL GALVANIC ANODES AT LEVEL 1 RCP AND LEVEL 2 RCP, AS SHOWN IN

DETAILS.

REMOVE EXISTING TRAFFIC COATING FROM CONCRETE SURFACE.

REPAIR ALL SPALLED AND DELAMINATED HORIZONTAL CONCRETE SURFACES. FOR PRICING PURPOSES, ASSUME THE QUANTITY LISTED HAS A 3" REPAIR DEPTH. ASSUME 4x4-W4.0xW4.0 WWR IN REPAIR AREA AND #3 REBAR PERIMETER ADHESIVE DOWELS ARE REQUIRED TO SUPPLEMENT EXISTING CORRODED

REINFORCING.

CONTRACTOR TO PROVIDE AN ALLOWANCE TO PERFORM FULL DEPTH CONCRETE SLAB REPAIR WHERE DAMAGE IS DISCOVERED TO EXTEND FULL DEPTH. FOR PRICING PURPOSES, ASSUME 4x4xW4.0xW4.0

WWR IN REPAIR AREA AND #3 PERIMETER ADHESIVE DOWELS ARE REQUIRED TO SUPPLEMENT

DAMAGED STEEL.

REMOVE AND REPLACE EXISTING HORIZONTAL JOINT SEALANT WITH A POLYURETHANE SEALANT.

PERFORM ADHESION TESTING IN ACCORDANCE WITH THE SPECIFICATION.

REMOVE AND REPLACE EXISTING COVE JOINT SEALANT WITH POLYURETHANE SEALANT. COVE SEALANT

TO BE LOCATED AT HORIZONTAL TO VERTICAL SURFACE TRANSITIONS, INCLUDING CURBS.

PREPARE SURFACE AND APPLY HEAVY DUTY TRAFFIC COATING. INCLUDE THE PRICE OF A MOCKUP FOR ENGINEER AND OWNER REVIEW. EXTEND TRAFFIC COATING UP AND OVER CURBS AND 4" UP VERTICAL

SURFACES.

PERFORM PARTIAL DEPTH HORIZONTAL SURFACE CONCRETE REPAIR AT THE RAMP WITH AN INTEGRAL TRACTION FINISH TEXTURE. FOR PRICING PURPOSES, ASSUME A 4" DEPTH OF REPAIR AND INCLUDE THE COST OF A MOCK-UP FOR OWNER AND ENGINEER REVIEW. INCLUDE COST TO INSTALL GALVANIC ANODES, AS SHOWN IN DETAIL

REMOVE AND REPLACE CONCRETE SLAB AT STAIR LANDING.

PERFORM FULL DEPTH CONCRETE REPAIR AT SLAB ON GRADE. FOR PRICING PURPOSES, ASSUME A 5"

SLAB ON GRADE.

REMOVE AND REPLACE EXISTING WING TYPE EXPANSION JOINT. PERFORM CONCRETE REPAIR TO REPROFILE THE JOINT SHOULDER PRIOR TO REPLACING THE NEW GLAND. WIDTH OF NEW JOINT TO

MATCH EXISTING.

REMOVE DETERIORATED VERTICAL ELASTOMERIC EXPANSION JOINT AND REPLACE WITH SILICONE

FACED FOAM SEAL. WIDTH OF NEW JOINT TO MATCH EXISTING.

PREPARE CONCRETE SURFACE AND APPLY 100% SOLIDS SILANE SEALER IN AREAS THAT WILL NOT RECEIVE TRAFFIC COATING. FOR PRICING PURPOSES, ASSUME 2 APPLICATIONS AT 250-400 SQUARE

FEET PER GALLON. INCLUDE PRICING FOR A MOCKUP FOR ENGINEER AND OWNER REVIEW.

RE-STRIPE AREAS THAT RECEIVED TRAFFIC COATING TO MATCH THE ORIGINAL PARKING LAYOUT. LINE

STRIPING SHALL BE COMPATIBLE WITH APPLICATION SUBSTRATE.

2 LOCS

150,900 SF

3 LOCS

3 LOCS

NOTE 4

2 LOCS

7 LOCS

2 LOCS

2 LOCS

20 SF

4 LOCS

125 LOCS

15 JOINTS

1,200 SF

19,300 SF

650 SF

150 SF

5,400 LF

2,800 LF

25,100 SF

225 SF

70 SF

10 SF

1,600 LF

125 LF

131,000 SF

WORK LIST NOTES:

1. THE VALUES IN THE "ESTIMATED QUANTITY" COLUMN OF THE WORK LISTS MAY BE GREATER THAN OR LESS THAN THE AMOUNTS SHOWN ON PLAN.

USE THE QUANTITIES LISTED IN THE WORK LIST FOR BID PURPOSES AND PROVIDE UNIT COSTS. CONTRACTOR SHALL FIELD VERIFY QUANTITIES

AND LOCATIONS PRIOR TO WORK.

2. BID PRICING SHALL REFLECT THE PRODUCTS SPECIFIED IN THIS DOCUMENT. SUBSTITUTIONS AND ASSOCIATED PRICING MAY BE SUBMITTED IN ADDITION TO THE UNIT COST PRICES FOR THE SPECIFIED MATERIALS. THE ENGINEER SHALL REVIEW AND DETERMINE IF THE ALTERNATE PRODUCT

IS CONSIDERED "EQUAL" AND IF IT WILL BE ALLOWED AS A SUBSTITUTION.

3. CONTRACTOR SHALL KEEP A CURRENT SCHEDULE OF VALUES FOR ALL WORK ITEMS BEING PERFORMED WITH QUANTITIES COMPLETED TO DATE FOR OWNER REVIEW AT WEEKLY MEETINGS. ANY ANTICIPATED OVERAGES OR SHORTAGES TO THE BID QUANTITIES LISTED ABOVE SHOULD BE

PRESENTED AS WELL.

4. WORK ITEMS NOTED AS ALLOWANCE MAY NOT BE SHOWN ON PLAN.

5/S3.0

10/S3.1

9/S3.0

10/S3.0

12/S3.0

18/S3.0

4/S3.0

5/S3.1

8/S3.1

6/S3.1

4/S3.1

17/S3.0

7/S3.2

9/S3.2

10/S3.2

12/S3.1

17/S3.1

11/S3.2

1/S3.2

6/S3.2

20/S3.0

19/S3.1

17/S3.0 20/S3.0

17/S3.0

18/S3.1

8/S3.2

3/S3.2 4/S3.2

5/S3.2

20/S3.1

SP0.2

INCLUDE COST FOR MONTHLY SHORING RENTAL. MONTHLY3

19/S3.0

2/S3.0

ADD ALTERNATE

ADD ALTERNATE

ADD ALTERNATE

ADD ALTERNATE

ADD ALTERNATE

ADD ALTERNATE

M a rt in

/M ar ti n

, I n c . c o n s id e rs t h at d es ig n d a ta is o n ly i n i ts f in a l f o rm o n p lo tt e d d ra w in g s w it h o ri g in a l s ig n a tu re s a n d p ro fe s s io n a l c er ti fi ca ti o n b ei n g v is ib ly p re s en t o n t h e d ra w in g s . D a ta s u p p lie d v ia c o m p u te r g en e ra te d f o rm a t d o es n o t c o n ta in t h is a p p ro v al o r ce rt if ic a ti o n

T h e r ec ei v er o f el e ct ro n ic a ll y tr a n s m it te d d ra w in g s is r e s p o n s ib le f o r v er if yi n g t h e in fo rm a ti o n c o n ta in e d w it h in t h e e le c tr o n ic d a ta a g a in s t th e r ec o rd e d o r ap p ro v ed d o cu m en ts

T h e u se o f el e ct ro n ic a lly t ra ns m itt e d d ra w in g s is c on si d e re d to b e a t yo u r o w n r is k.

M a rt in

/M a rt in

In c.

a ss u m e s n o re sp on si b ili ty f o r a ny c la im s o r da m a ge s re su lti ng f ro m y o u r us e o f t h is in fo rm a tio n.

E le ct ro ni c in fo rm a tio n is p ro vi d ed fo r th e co nv en ie nc e o f th e r e ci p ie nt o nl y.

T h e r…