Addendum 5_CMPS Structural Upgrades_final.pdf

INVITATION TO BID

S-10700-00013306

SOLICITATION ADDENDUM #005

CMPS Structural Upgrades, S-10700-00013306 ADDENDUM # 5 Page 1 of 1

This Solicitation Addendum modifies the Bid Document(s) for Work only to the extent indicated herein. All other areas not specifically mentioned or affected by this Solicitation Addendum shall remain in full force. This Solicitation Addendum shall be added as a part of the Original Bidding Document.

This Solicitation Addendum must be acknowledged by providing the required signature prior to Bid Closing. Failure to do so may result in rejection of Bid.

Requests for clarification, requests for change, and protests of Solicitation Addendum provisions addressed in this Solicitation Addendum must be received by DAS by 2:00 P.M. (Pacific time) on 5/2/2025, or they will not be considered. DAS will not consider requests or protests of matters not added to or modified by this Solicitation Addendum.

New language is indicated by bold print and underline, deleted language is indicated by brackets [ ].

1 Deletion/Addition

Attachment C – Plans and Drawings are deleted in its entirety and replaced with the attached Addendum #5 Attachment C – Plans and Drawings

This Solicitation Addendum constitutes a MATERIAL CHANGE to the bid; and it MUST BE SIGNED AND RETURNED PRIOR TO THE BID CLOSING DATE AND TIME. ITS RECEIPT MUST ALSO BE ACKNOWLEDGED BY INSERTING ITS NUMBER ON THE APPROPRIATE BLANK LINES IN ATTACHMENT A-1 OF THE BID

DOCUMENT.

Signature: ___________________________________________________ Date: ____________________

Bidder Name: __________________________________________________________________________ (Please Print)

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GENERAL:

THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE ARCHITECT/ENGINEER DESIGN TEAM, WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK.

THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR

FABRICATION.

THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED FOR THE WORK.

THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK, AND TEMPORARY SHORING REQUIRED FOR

THE WORK.

THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO THE EXTENT SHOWN.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS. NOTIFY OWNER'S REPRESENTATIVE OF ANY

DISCREPANCIES.

DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS.

DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS.

ALL NEW WORK AND RE-INSTALLED ELEMENTS SHALL COMPLY WITH THE MATERIRALS AND METHODS REQUIRED IN CURRENT CODES AND ORS REQUIREMENTS.

REFERENCE DESIGN CODE SECTION BELOW FOR ADDITIONAL INFORMATION.

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DESIGN CODE:

OREGON STRUCTURAL SPECIALTY CODE 2022

INTERNATIONAL EXISTING BUILDING CODE 2021

ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC...) SHALL BE PER THE LATEST OR MOST CURRENT EDITION AVAILABLE.

DESIGN LOADS:

SEISMIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CATEGORY=D, R=5.0, SS=0.824, S1=0.413, SD1=0.413, SDS=0.659, CS=0.132

CONCRETE (CAST IN PLACE):

1.ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED

COMPRESSIVE-CYLINDER STRENGTH OF: 4,000 PSI

2.COLUMNS THAT ARE AN INTEGRAL PART OF A WALL MUST HAVE CONCRETE STRENGTH AS REQUIRED FOR COLUMNS.

3.CONCRETE EXPOSED TO FREEZE/THAW CYCLES SHALL HAVE 5% +- 1% ENTRAINED AIR.

4.CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES.

5.A MINIMUM OF 4 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU. YARDS OF EACH CONCRETE STRENGTH, EACH DAY.

SLUMP, AIR ENTRAINMENT, LOCATION IN STRUCTURE, ETC., SHALL BE MEASURED AND RECORDED FOR EACH SET OF

CYLINDERS, PER

ASTM. CYLINDERS SHALL BE TESTED AS FOLLOWS:

1 AT 7 DAYS:

2 AT 28 DAYS

1 PRIOR TO REMOVAL OF FORMS FOR SLABS AND BEAMS.

6.CONCRETE CYLINDER MAKING AND TESTING SHALL CONFORM WITH ASTM SPECIFICATIONS.

7.CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, LATEST

EDITION, AND

SPECIFICATIONS.

8.CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION.

CONCRETE REINFORCING STEEL:

1.REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO:

ASTM A615 GRADE 60 FOR ALL REINFORCEMENT

2.ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO ALL APPLICABLE CODES AND STANDARDS.

3.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

4.REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI MANUAL 315, U.N.O.

5.ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT AND COATINGS OF ANY MANNER THAT WILL

REDUCE BOND.

6.ALL REINFORCEMENT IS CONTINUOUS WITH ADEQUATE LAPS.

7.REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. BARS ADJACENT TO

EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES.

8.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:

A. CONCRETE CAST AGAINST EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER

#6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" #5 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1/2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER

SLABS, WALLS AND JOISTS, #11 AND SMALLER . . . . . . . . . . . . . . . 3/4"

BEAMS AND COLUMNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1/2"

9.PLACE 2'-0" x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE AND SPACING TO HORIZONTAL

REINFORCING.

10. REINFORCEMENT SPLICES, SHALL BE 42 BAR DIAMETER (24" MIN.) LAPS.

STRUCTURAL STEEL:

1.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:

MISC. PLATE, BAR, ANGLE, CHANNEL:

ASTM A-36 (Fy = 36 KSI)

2.ALL FABRICATION, ERECTION IDENTIFICATION OF STRUCTURAL STEEL SHALL CONFORM TO AISC SPECIFICATIONS.

3.ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. ALL WELDERS SHALL BE CERTIFIED UNDER AWS SPECIFICATIONS.

4.WELDS SHALL BE MADE WITH E70 SERIES ELECTRODES UNLESS OTHERWISE NOTED. WELD TESTING AND INSPECTION SHALL CONFORM TO THE

MINIMUM REQUIREMENTS OF THE AWS D1.1 AND AISC.

5.THE STEEL FABRICATOR AND ERECTOR SHALL DEVELOP A WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1, FOR ALL WELDS SUBMIT

WRITTEN COPIES TO THE INSPECTOR FOR APPROVAL.

STRUCTURAL SUBMITTALS:

1. SUBMITTAL PROCEDURE:

A. DELIVER TO THE ENGINEER OF RECORD A MINIMUM OF (4) COPIES OF EACH SUBMITTAL ITEM

2. FOR EACH SUBMITTAL ITEM ALLOW (15) DAYS EXCLUDING DELIVERY TIME TO AND FROM THE CONTRACTOR.

3. SCHEDULE OF SUBMITTAL ITEMS:

A. CONCRETE MIX DESIGNS

B. SHOP DRAWINGS:

B1.1 MILD REINFORCING STEEL

B1.2 STRUCTURAL STEEL

B1.3 CARBON FIBER WRAP ICC APPROVAL REPORT

B1.4 EPOXY INJECTION ICC APPROVAL REPORT

C. PRODUCT DATA

D. SAMPLES OR ADDITIONAL PRODUCT DATA MAY BE REQUESTED

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SPECIAL INSPECTION:

INSPECTOR IS TO BE CONTRACTED BY OWNER, ENGINEER OR ARCHITECT PER OSSC CODE REQUIREMENTS, AND LOCAL ORDINANCES. A RE- CONSTRUCTION MEETING SHALL TAKE PLACE PRIOR TO FOUNDATION INSTALLATION. THE CONTRACTOR, ARCHITECT, ENGINEER AND INSPECTOR SHALL

ATTEND. SPECIAL INSPECTIONS SHALL BE PERFORME ON THE FOLLOWING WORK:

CONCRETE:

REINFORCING STEEL - PERIODIC

FORM WORK FOR SHAPE, LOCATION, AND DIMENSION - PERIODIC

TAKING OF TEST SPECIMENS-AIR, STRENGTH AND SLUMP - CONTINUOUS

EPOXY - PER MANUFACTURER'S APPROVED ICC REPORT

STEEL: FABRICATOR/ERECTOR SUBMIT WPS TO INSPECTOR, WITH THE EXCEPTION OF SHOP WELDING PERFORMED BY AN APPROVED FABRICATORS

SHOP.

SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" - PERIODIC

GROOVE, COMPLETE JOINT PENETRATION - CONTINUOUS

FRP WRAP - PERIODIC SPECIAL INSPECTION PER ICC DOCUMENT AC178.

IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE INSPECTOR, (24 HR. MINIMUM NOTICE), FOR INSPECTION SERVICES. THE INSPECTOR SHALL BE PRESENT AT THE PRE-CONSTRUCTION MEETING TO COORDINATE WORK WITH THE CONTRACTOR, ENGINEER AND OWNER. ALL INSPECTORS SHALL BE CERTIFIED TO PERFORM NECESSARY INSPECTION PER OSSC, ACI, AWS OR OTHER APPROVED GOVERNING INSTITUTION.

STRUCTURAL OBSERVATION:

1. STRUCTURAL OBSERVATION SHALL BE PERFORMED ON THE PROJECT. OBSERVATION WILL BE REQUIRED AT THE FOLLOWING STAGES:

A. DURING TO APPLICATOIN OF CARBOR FIBER WRAP

B. DURING TO APPLICATOIN OF EPOXY INJECTION

C. AT COMPLETION OF ALL OF STRUCTURAL UPGRADES

2.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AT LEAST FOUR (4) DAYS IN ADVANCE OF COMPLETION REQUIRING SITE OBSERVATION.

ABBREVIATIONS

AB ANCHORBOLT

ABT ABOUT

AC ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INST.

ADD'L ADDITIONAL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BBO BEAM BY OTHERS

BO BY OTHERS

BP BASE PLATE

BLDG BUILDING

BM BEAM

BOT BOTTOM

CENTERLINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS, CONTINUITY

CONT'D CONTINUED

DB DROP BEAM

DET, DTL DETAIL

DIA, Ø DIAMETER

DIM DIMENSION

DWG DRAWING

DWL DOWEL

EA EACH

EF EACH FACE

ELECT ELECTRICAL

ELEV ELEVATION

EQIP EQUIPMENT

ETC ET CETERA

EW EACH WAY

(E), EXIST EXISTING

FB FLUSHBEAM

f'c COMPRESSIVE STRENGTH

OF CONCRETE, PSI

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDN FLR FOUNDATION FLOOR

FOS FACE OF STEEL

FS FAR SIDE

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GRD GRADE

HGR HANGER

CL

BREAK INDICATOR

DRAWING TITLE

SHEET NUMBER

DETAIL NUMBER

ELEVATION VIEW

DETAIL CUT

LEGEND AND SYMBOLS

X

SX

X

SX

SHEET NUMBER

ELEVATION NUMBER

X

SX

HORZ HORIZONTAL

HS HIGH STRENGTH

HSV HIGH STRENGTH BOLT

HT HEIGHT

N INCH OR INCHES

LBS POUNDS

LG LONG

LL LIVELOAD

MAX MAXIMUM

MB MACHINEBOLT

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NO. or # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O.C. ON CENTER

PCF POUNDS PER CUBIC FOOT

PLCS PLACES

PL, PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

R RADIUS

REINF REINFORCING

REQ'D REQUIRED

RET W RETAINING WALL

REV REVISION

SCHD SHT SCHEDULE SHEET

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

STD STANDARD

STIF STIFFENER

STL STEEL

STRUCT STRUCTURAL

T & B TOP & BOTTOM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TS TUBE STEEL

TYP TYPICAL

UBC UNIFORM BUILDING CODE

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

W or W/ WITH

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FIBER-REINFORCED POLYMER (FRP) SYSTEMS:

ALL FRP SYSTEMS SHALL COMPLY WITH ACI 440.2R-17

CONTRACTOR TO SUBMIT DESIGN DOCUMENTS AND DRAWINGS BEARING THE STAMP OF A PROFESSIONAL ENGINEER (PE) LICENSED IN THE

STATE OF OREGON PER ACI 440.2R-17 SECTION 15.2.

THE LICENSED FRP DESIGN PROFESSIONAL SHOULD DOCUMENT CALCULATIONS SUMMARIZING THE ASSUMPTIONS AND PARAMETERS USED TO DESIGN THE FRP STRENGTHENING SYSTEM AND SHOULD PREPARE DESIGN DRAWINGS AND PROJECT SPECIFICATIONS. THE DRAWINGS AND SPECIFICATIONS SHOULD SHOW, AT A MINIMUM, THE FOLLOWING INFORMATION SPECIFIC TO EXTERNALLY APPLIED FRP SYSTEMS

FRP SYSTEM TO BE USED

LOCATION OF THE FRP SYSTEM RELATIVE TO THE EXISTING STRUCTURE

DIMENSIONS AND ORIENTATION OF EACH PLY, LAMINATE, OR NEAR-SURFACE-MOUNTED (NSM) BAR

NUMBER OF PLIES AND BARS AND THE SEQUENCE OF INSTALLATION

LOCATION OF SPLICES AND LAP LENGTH

GENERAL NOTES LISTING DESIGN LOADS AND ALLOWABLE STRAINS IN THE FRP LAMINATES

MATERIAL PROPERTIES OF THE FRP LAMINATES AND CONCRETE SUBSTRATE

CONCRETE SURFACE PREPARATION REQUIREMENTS, INCLUDING CORNER PREPARATION, GROOVE DIMENSIONS FOR NSM BARS, AND

MAXIMUM IRREGULARITY LIMITATIONS

INSTALLATION PROCEDURES, INCLUDING SURFACE TEMPERATURE AND MOISTURE LIMITATIONS, AND APPLICATION TIME LIMITS BETWEEN

SUCCESSIVE PLIES

CURING PROCEDURES FOR FRP SYSTEMS

PROTECTIVE COATINGS AND SEALANTS, IF REQUIRED

SHIPPING, STORAGE, HANDLING, AND SHELF-LIFE GUIDELINES

QUALITY CONTROL AND INSPECTION PROCEDURES, INCLUDING ACCEPTANCE CRITERIA

ALL PROVIDED FRP SYSTEMS SHALL CONFORM TO THE EQUIVALENT OF #3 SPIRAL REINFORCING AT A 3" PITCH WITHIN A 22" DIAMETER

CONCRETE COLUMN.

CONCRETE COLUMNS WITH CRACKS LARGER THAN 1/16" SHALL HAVE EPOXY INJECTION COMPLETED IN CONFORMANCE WITH ACI 503.7-7 PRIOR

TO APPLICATION OF FRP SYSTEM.

ALL CONCRETE SURFACE PREPARATION REQUIREMENTS SHALL BE COMPLETED IN STRICT CONFORMANCE WITH FRP MANUFACTURER.

THE FRP SYSTEM MANUFACTURER, INSTALLATION CONTRACTOR, AND INSPECTION AGENCY SHALL TO SUBMIT PRODUCT INFORMATION AND EVIDENCE OF THEIR QUALIFICATIONS AND EXPERIENCE TO THE EOR FOR REVIEW AND APPROVAL PRIOR TO ANY INSTALLATION.

FRP SYSTEM MANUFACTURER — THE FRP SYSTEM MANUFACTURER SUBMITTALS SHALL INCLUDE:

INDICATION OF COMPLIANCE WITH EXISTING SPECIFICATIONS (SUCH AS ACI 440.8) AS APPLICABLE PRODUCT DATA SHEETS INDICATING THE PHYSICAL, MECHANICAL, AND CHEMICAL CHARACTERISTICS OF THE FRP SYSTEM AND ALL

ITS CONSTITUENT MATERIALS

TENSILE PROPERTIES OF THE FRP SYSTEM, INCLUDING THE METHOD OF REPORTING PROPERTIES (NET FIBER OR GROSS LAMINATE), TEST METHODS USED, AND THE STATISTICAL BASIS USED FOR DETERMINING THE PROPERTIES (4.3) INSTALLATION INSTRUCTIONS, MAINTENANCE INSTRUCTIONS, AND GENERAL RECOMMENDATIONS REGARDING EACH MATERIAL TO BE

USED; INSTALLATION PROCEDURES SHOULD INCLUDE SURFACE PREPARATION REQUIREMENTS

MANUFACTURER’S SAFETY DATA SHEETS (SDSS) FOR ALL MATERIALS TO BE USED

QUALITY CONTROL PROCEDURE FOR TRACKING FRP MATERIALS AND MATERIAL CERTIFICATIONS

DURABILITY TEST DATA FOR THE FRP SYSTEM IN THE TYPES OF ENVIRONMENTS EXPECTED

STRUCTURAL TEST REPORTS PERTINENT TO THE PROPOSED APPLICATION

REFERENCE PROJECTS

FRP SYSTEM INSTALLATION CONTRACTOR ’S SUBMITTALS SHALL INCLUDE:

DOCUMENTATION FROM THE FRP SYSTEM MANUFACTURER OF HAVING BEEN TRAINED TO INSTALL THE PROPOSED FRP SYSTEM PROJECT REFERENCES, INCLUDING INSTALLATIONS SIMILAR TO THE PROPOSED INSTALLATION (FOR EXAMPLE, FOR AN OVERHEAD APPLICATION, THE CONTRACTOR SHOULD SUBMIT A LIST OF PREVIOUS INSTALLATIONS INVOLVING THE INSTALLATION OF THE

PROPOSED FRP SYSTEM IN AN OVERHEAD APPLICATION)

EVIDENCE OF COMPETENCY IN SURFACE PREPARATION TECHNIQUES

QUALITY CONTROL TESTING PROCEDURES INCLUDING VOIDS AND DELAMINATIONS, FRP BOND TO CONCRETE, AND FRP TENSILE

PROPERTIES

DAILY LOG OR INSPECTION FORMS USED BY THE CONTRACTOR

FRP SYSTEM INSPECTION AGENCY SHALL SUBMIT:

A LIST OF INSPECTORS TO BE USED ON THE PROJECT AND THEIR QUALIFICATIONS

SAMPLE INSPECTION FORMS

A LIST OF PREVIOUS PROJECTS INSPECTED BY THE INSPECTOR

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CRACK REPAIR:

ALL CONCRETE CRACK REPAIR WITH EPOXY INJECTION SHALL CONFORM TO ACI 503.7-7

CONTRACTOR SHALL SUBMIT ICC REPORTS AND MANUFACTURER'S APPLICATION AND INSTALLATION GUIDELINES OF ALL EPOXY PRODUCTS

FOR REVIEW AND APPROVAL PRIOR TO ANY APPLICATION.

ALL CONCRETE SURFACE PREPARATION REQUIREMENTS SHALL BE COMPLETED IN STRICT CONFORMANCE WITH CONCRETE EPOXY

MANUFACTURER.

BELOW GRADE CONTRACTOR STAGING AREAS:

THE OWNER WILL PROVIDE FOUR (4) PARKING SPACES FOR THE CONTRACTOR'S USE AS A

STAGING AREA ADJACENT TO THE EXISTING WALL OF WATER MECHANICAL ROOM FOR A

PERIOD OF 2 MONTHS MAXIMUM. THIS WILL BE PROVIDED AT NO COST TO THE

CONTRACTOR.

CONTRACTOR SHALL NOTE ANY

DISCPRENACIES BETWEEN BOTH THIS

SHEET AND THE SPECIFICATIONS AND

REPORT TO DESIGN TEAM FOR

RESOLUTION

CAPITOL MALL PARKING GARAGE

900 CHEMEKETA STREET NE

SALEM, OREGON

VICINITY MAP

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S-001

DAS-05PERMIT

SHEET INDEX

S-001 STRUCTURAL NOTES

S-002 SPECIFICATIONS

S-003 OVERALL PROJECT SITE PLAN

S-004 PHOTO REFERENCES

S-101 PARKING STRUCTURE – OVERALL PLAN

S-102 PARKING STRUCTURE – LOWER LEVEL SECTOR 1

S-103 PARKING STRUCTURE – LOWER LEVEL SECTOR 2

S-104 UPPER LEVEL SLAB / LOWER LEVEL COLUMNS - SECTOR 3

S-105 PARKING STRUCTURE – LOWER LEVEL SECTOR 4

S-106 PARKING STRUCTURE – UPPER LEVEL SECTOR 1

S-107 PARKING STRUCTURE – UPPER LEVEL SECTOR 2

S-108 PARKING STRUCTURE – UPPER LEVEL SECTOR 3

S-109 PARKING STRUCTURE – UPPER LEVEL SECTOR 4

S-301 PARKING STRUCTURE – BUILDING SECTIONS

S-401 PARKING STRUCTURE – DETAILS

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EXPIRES: 06-30-2026

Addendum #5 Attachment C

Plans & Drawings

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03 07 20 EXTERNALLY BONDED FRP

PART 1 GENERAL

1.1 SUMMARY

SECTION INCLUDES:

INSTALLATION OF EXTERNALLY BONDED FIBER REINFORCED POLYMER (FRP) REINFORCEMENT APPLIED BY THE WET LAY-UP TECHNIQUE TO CONCRETE

MEMBERS.

WORK INCLUDING:

INSPECTION OF THE STRUCTURAL MEMBERS SPECIFIED ON THE CONTRACT DRAWINGS TO BE REINFORCED WITH FRP. INSPECTION SHALL CHECK THE LOCATION AND INSPECT CRACKS AND EXISTING CONDITIONS OF THE CONCRETE SUBSTRATE.

FURNISHING OF MATERIALS, LABOR, EQUIPMENT AND ALL ITEMS NECESSARY FOR REPAIR OF EXISTING CONCRETE MEMBERS AND STRENGTHENING BY THE APPLICATION OF EXTERNALLY BONDED FRP REINFORCEMENT AS SPECIFIED ON THE CONTRACT DRAWINGS AND SPECIFICATIONS, COMPLETE.

COOPERATION AND COORDINATION WITH ALL OTHER TRADES IN EXECUTING THE WORK DESCRIBED IN THE CONTRACT.

1.2 REFERENCES

AMERICAN CONCRETE INSTITUTE (ACI):

440.2R-17 GUIDE FOR THE DESIGN AND CONSTRUCTION OF EXTERNALLY BONDED FRP SYSTEMS FOR STRENGTHENING CONCRETE STRUCTURES

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM):

D 3039-93 TEST METHOD FOR TENSILE PROPERTIES OF FIBER RESIN COMPOSITES

D 7565-10 TEST METHOD FOR DETERMINING TENSILE PROPERTIES OF FIBER REINFORCED POLYMER MATRIX COMPOSITES USED FOR STRENGTHENING

OF CIVIL STRUCTURES

D 7522-09 STANDARD TEST METHOD FOR PULL-OFF STRENGTH FOR FRP BONDED TO CONCRETE SUBSTRATE

INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI):

210.3-04 GUIDE FOR USING IN-SITU TENSILE PULL-OFF TESTS TO EVALUATE BOND OF CONCRETE SURFACE MATERIALS 310.1R-08 GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION 310.2-97 SELECTING AND SPECIFYING CONCRETE SURFACE PREPARATION FOR SEALERS, COATINGS, AND POLYMER OVERLAYS 320.2R-09 GUIDE FOR SELECTING AND SPECIFYING MATERIALS FOR REPAIRS OF CONCRETE SURFACES

1.3 SUBMITTALS

PRODUCT INFORMATION

MANUFACTURER’S PRODUCT DATA SHEETS INDICATING PHYSICAL, MECHANICAL, AND CHEMICAL CHARACTERISTICS OF ALL MATERIALS USED IN FRP

SYSTEM.

TEST DATA INDICATING THAT THE PRODUCT MEET THE REQUIREMENTS OF SECTION 2.02 OF THIS SPECIFICATION.

INSTALLATION INSTRUCTIONS, MAINTENANCE INSTRUCTIONS, AND GENERAL RECOMMENDATIONS REGARDING EACH MATERIAL TO BE USED.

MANUFACTURER’S MATERIAL SAFETY DATA SHEETS (MSDS) FOR ALL MATERIALS TO BE USED.

PROJECT INFORMATION

WORKING DRAWINGS DETAILING THE TYPE, LOCATIONS, DIMENSIONS, NUMBER OF LAYERS, AND ORIENTATIONS OF ALL FRP MATERIALS TO BE

INSTALLED.

ANY CALCULATIONS PREPARED BY OR ON BEHALF OF THE CONTRACTOR TO DETERMINE THE LAYOUT OF THE FRP MATERIALS TO BE INSTALLED. ALL CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF ACI 440.2R-17.

WORKING DRAWINGS AND CALCULATIONS SUBMITTED SHALL BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE/PROVINCE.

A QUALITY CONTROL PLAN INDICATING THE TESTING THAT WILL BE PERFORMED TO SATISFY ITEM 3.04 IN THIS SECTION AND IDENTIFYING THE PARTY OR

PARTIES RESPONSIBLE FOR THIS TESTING.

1.4 QUALITY ASSURANCE

MANUFACTURER / SUPPLIER QUALIFICATIONS:

THE MANUFACTURER / SUPPLIER MUST SPECIALIZE IN THE MANUFACTURING OF THE PRODUCTS SPECIFIED IN THIS SECTION WITH DOCUMENTED

EXPERIENCE.

THE MANUFACTURER / SUPPLIER MUST HAVE A MINIMUM OF 50 DOCUMENTED SUCCESSFUL FIELD INSTALLATIONS.

THE MANUFACTURER / SUPPLIER MUST SUPPORT A TRAINING PROGRAM TO INSTRUCT APPLICATORS IN THE INSTALLATION OF THE PRODUCTS

SPECIFIED IN THIS SECTION.

MANUFACTURER / SUPPLIER SHALL BE ISO 9001:2000 CERTIFIED

APPLICATOR QUALIFICATIONS:

APPLICATOR MUST BE APPROVED BY THE MANUFACTURER / SUPPLIER.

A FIELD REPRESENTATIVE WHO HAS COMPLETED THE COURSE OF INSTRUCTION (SUPPORTED BY THE MANUFACTURER / SUPPLIER) IN THE INSTALLATION OF THE PRODUCTS SPECIFIED IN THIS SECTION MUST BE PRESENT ON SITE DURING INSTALLATION OF THE FRP SYSTEM.

1.5 DELIVERY, STORAGE, AND HANDLING

DELIVERY:

THE PRODUCTS SHALL BE DELIVERED AND STORED IN ORIGINAL, UNOPENED CONTAINERS. CONTAINERS MUST BE CLEARLY MARKED WITH LEGIBLE AND INTACT LABELS LISTING THE MANUFACTURER’S NAME, BRAND NAME, PRODUCT IDENTIFICATION AND BATCH NUMBER.

STORAGE

STORED FIBER REINFORCEMENT AND EPOXIES MUST BE PROTECTED FROM DUST, MOISTURE, AND CHEMICAL EXPOSURE.

EPOXIES MUST BE STORED IN AREAS WITH AN AMBIENT TEMPERATURE BETWEEN 50 AND 75 °F (10 AND 24 °C) AND AWAY FROM DIRECT SUNLIGHT, FLAME SOURCES, OR OTHER HAZARDS. EPOXY RESINS MUST BE STORED SEPARATELY FROM HARDENERS.

HANDLING:

THE FIBER REINFORCEMENT MUST NOT BE HANDLED ROUGHLY.

CONSULT THE MANUFACTURER’S MSDS FOR SPECIFIC HANDLING HAZARDS OF RESIN COMPONENTS.

PART 2 PRODUCTS

2.1 MANUFACTURERS AND PRODUCTS

A. THE FOLLOWING MANUFACTURERS AND PRODUCTS ARE CONSIDERED TO MEET OR EXCEED THE REQUIREMENTS OF THIS SPECIFICATION AND ARE

ACCEPTABLE FOR USE.

SIMPSON STRONG-TIE COMPOSITE STRENGTHENING SYSTEMS. PO BOX 10789. PLEASANTON, CA 94588 (800) 999-5099 https://www.strongtie.com/products/rps/css/repair-strengthen-concrete-structures

2.2 MATERIALS

FRP COMPOSITE SYSTEM

ALL FRP COMPOSITE SYSTEMS MUST BE PROPRIETARY SYSTEMS CONSISTING OF ALL ASSOCIATED FIBER REINFORCEMENT AND POLYMER ADHESIVES/RESINS. FRP COMPOSITES CONSISTING OF FIBER REINFORCEMENT AND POLYMERS PROVIDED BY MORE THAN ONE MANUFACTURER

ARE NOT ALLOWED.

THE FRP COMPOSITE SYSTEM SHALL POSSESS THE MINIMUM PROPERTIES GIVEN IN THE TABLE BELOW. ULTIMATE TENSILE STRENGTH AND RUPTURE STRAIN VALUES SHALL BE DETERMINED BY SUBTRACTING THREE (3) STANDARD DEVIATIONS FROM THE AVERAGE VALUES OF TWENTY (20) OR MORE TENSILE TESTS. ALL VALUES ARE FOR ONE PLY (LAYER) OF FABRIC IN THE PRIMARY DIRECTION.

PRIMER - PRIMER SHALL BE PER APPROVED FRP MANUFACTURER

PUTTY - PUTTY SHALL BE PER APPROVED FRP MANUFACTURER

SATURANTING RESIN - SATURATING RESIN SHALL BE PER APPROVED FRP MANUFACTURER

FIBER REINFORCEMENT - FIBER REINFORCEMENT SHALL BE PER APPROVED FRP MANUFACTURER . THE FABRIC SHALL BE UNIDIRECTIONAL WITH HIGH STRENGTH CARBON FIBER IN THE PRIMARY DIRECTION AND HAVE A MAXIMUM AREAL WEIGHT OF 18-OZ/YD 2.

PROTECTIVE COATINGS - FRP SYSTEM SHALL BE TOP COATED WITH A COATING APPROVED BY THE FRP SYSTEM MANUFACTURER.

PART 3 EXECUTION

3.1 EXAMINATION

EXAMINE EXISTING CONDITIONS TO ASSESS QUALITY OF CONCRETE SUBSTRATE, IDENTIFY POTENTIAL OBSTRUCTIONS, AND VERIFY

DIMENSIONS/GEOMETRY SHOWN ON SHOP DRAWINGS.

3.2 PREPARATION

ENVIRONMENTAL CONDITIONS

DO NOT INSTALL FRP WHEN THE AMBIENT TEMPERATURE IS BELOW 40 °F (5 °C) OR ABOVE 130 °F (55 °C). IN COLD CONDITIONS, AUXILIARY HEAT MAY BE APPLIED TO RAISE THE AMBIENT TEMPERATURE TO A SUITABLE LEVEL. UTILIZE CLEAN HEAT SOURCES FOR THIS PURPOSE (E.G., ELECTRIC OR

PROPANE) THAT DO NOT CONTAMINATE THE SUBSTRATE WITH CARBONATION.

THE PRESENCE OF MOISTURE INHIBITS THE ADHESION OF THE EPOXIES TO THE SUBSTRATE. DO NOT INSTALL FRP WHEN SURFACE MOISTURE IS PRESENT ON THE SUBSTRATE OR WHEN RAINFALL OR CONDENSATION IS ANTICIPATED IN THE WORK AREAS.

IF WATER LEAKAGE EXISTS THROUGH CRACKS OR CONCRETE JOINTS, WATER FLOW MUST BE STOPPED PRIOR TO FRP INSTALLATION.

SITE CONDITIONS

MAINTAIN CONTROL OF CONCRETE CHIPS, DUST, AND DEBRIS IN EACH AREA OF WORK. CLEAN UP AND REMOVE SUCH MATERIAL AT THE COMPLETION

OF EACH DAY OF BLASTING.

3.3 INSTALLATION

CONCRETE REPAIR

UNSOUND AREAS OF THE CONCRETE SUBSTRATE (SUCH AS BROKEN PIECES, DELAMINATED AREAS, ETC.) MUST BE REMOVED TO REVEAL SOUND MATERIAL. IF PRESENT, MATERIALS WITH LOW COMPRESSIVE STRENGTH AND ELASTIC MODULUS, LIKE PLASTER, SHALL BE REMOVED FROM THE

SUBSTRATE.

IF CORROSION OF THE EXISTING STEEL REINFORCEMENT EXISTS, THE STEEL AND CONCRETE MUST BE REPAIRED BEFORE INSTALLATION OF THE FRP. ANY DETERIORATED CONCRETE OR CORRODING REINFORCING STEEL MUST BE REPAIRED PER ICRI GUIDELINE 310.1R.

VOIDS IN THE CONCRETE SUBSTRATE MUST BE FILLED. LARGE VOIDS (GREATER THAN 0.50 IN (500 MM) IN DEPTH) MAY BE FILLED WITH AN APPROPRIATE REPAIR MORTAR. THE REPAIR MATERIAL SHALL BE SELECTED PER ICRI GUIDELINE 320.2R AND SHALL BE COMPATIBLE WITH THE FRP SYSTEM. IF REQUIRED, THE BOND STRENGTH OF THE REPAIR MATERIAL TO THE EXISTING CONCRETE MAY BE VERIFIED WITH PULL TESTING PER ICRI

GUIDELINE 210.3. MINIMUM DIRECT PULL-OFF STRENGTH REQUIRED IS 200 PSI (1.4 MPA).

CRACKS IN THE CONCRETE SUBSTRATE GREATER THAN 0.010 IN (0.25 MM) WIDE MUST BE PRESSURE INJECTED WITH EPOXY OR SIMILAR MATERIAL

APPROVED BY THE ENGINEER OF RECORD.

SURFACE PREPARATION

PRIOR TO INITIATING SURFACE PREPARATION PROCEDURES, THE CONTRACTOR SHALL FIRST PREPARE A REPRESENTATIVE SAMPLE AREA. THE SAMPLE AREA SHALL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SPECIFICATION, AND SHALL BE USED AS A REFERENCE

STANDARD DEPICTING A SATISFACTORILY PREPARED SUBSTRATE.

UNEVEN CONCRETE SURFACE IRREGULARITIES (OFFSETS) MUST BE GROUND AND SMOOTHED TO LESS THAN 0.04 IN (1 MM).

WHEN FIBER REINFORCEMENT IS RUN AROUND OUTSIDE CORNERS OR EDGES, THESE CORNERS MUST BE ROUNDED TO A RADIUS OF NO LESS THAN

0.75 IN (20 MM). APPLICATION OF FIBER REINFORCEMENT AROUND INSIDE CORNERS SHALL BE AVOIDED. NO DETAILING IS REQUIRED IF FIBER IS RUN

PARALLEL TO CORNERS.

THE SURFACE THE CONCRETE SUBSTRATE MUST PROFILED USING ABRASIVE BLASTING AND/OR DISC GRINDING TO AN MINIMUM ICRI CSP 3 (REFER TO ICRI GUIDELINE 310.2). SURFACE CONTAMINATES (LAITANCE, SURFACE LUBRICANTS, BROKEN MORTAR PIECES, PAINT COATINGS, STAINING, ETC.) MUST BE REMOVED BY ABRASIVE BLASTING AND/OR DISC GRINDING. DUST GENERATED FROM SURFACE GRINDING MUST BE REMOVED USING A CLEAN AIR BLOWER OR OTHER SUITABLE MEANS. IF THE DUST HAS BEEN REMOVED BY MEANS OF WATER WASHING, THE SURFACE MUST BE THOROUGHLY DRIED.

MIXING OF POLYMER RESINS AND ADHESIVES

RESINS (INCLUDING PRIMERS, PUTTIES, AND SATURATING RESINS) SHALL BE MIXED ACCORDING TO THE FRP SYSTEM MANUFACTURER'S INSTRUCTIONS. ALL RESIN COMPONENTS SHALL BE AT A PROPER TEMPERATURE AND MIXED IN THE MANUFACTURER ’S PRESCRIBED MIX RATIO UNTIL THERE IS A UNIFORM AND COMPLETE MIXING OF COMPONENTS. RESIN COMPONENTS ARE OFTEN CONTRASTING COLORS, SO FULL MIXING IS ACHIEVED WHEN COLOR STREAKS ARE ELIMINATED. RESINS SHOULD BE MIXED FOR THE MANUFACTURER ’S PRESCRIBED MIXING TIME AND

VISUALLY INSPECTED FOR UNIFORMITY OF COLOR.

MIXED RESIN THAT EXCEEDS THE POT LIFE SPECIFIED BY THE MANUFACTURER SHALL NOT BE USED.

APPLICATION OF FRP SYSTEM BY THE WET LAY-UP TECHNIQUE

THE APPLICATION OF THE FRP SYSTEM (INCLUDING TOPCOATS) SHOULD BE PERFORMED IN ACCORDANCE WITH THE MANUFACTURER ’S PUBLISHED

INSTRUCTIONS.

PRIMER: THE FRP SYSTEM PRIMER SHALL BE APPLIED TO ALL AREAS ON THE CONCRETE SURFACE WHERE THE FRP SYSTEM IS TO BE PLACED. THE PRIMER SHALL BE PLACED UNIFORMLY ON THE PREPARED SURFACE AT THE MANUFACTURER ’S SPECIFIED RATE OF COVERAGE.

THE PRIMER SHALL BE ALLOWED TO CURE PER THE FRP MANUFACTURER ’S INSTALLATION INSTRUCTIONS BEFORE APPLYING SUBSEQUENT

MATERIALS.

PUTTY: THE FRP SYSTEM PUTTY (OR FILLER) SHALL BE USED ONLY TO FILL VOIDS IN THE SUBSTRATE AND SMOOTH SURFACE DISCONTINUITIES PRIOR TO APPLICATION OF OTHER MATERIALS. ROUGH EDGES OR TROWEL LINES OF CURED PUTTY SHALL BE GROUND SMOOTH PRIOR TO CONTINUING THE INSTALLATION. THE PUTTY SHALL BE ALLOWED TO CURE PER THE FRP

MANUFACTURER’S INSTALLATION INSTRUCTIONS BEFORE APPLYING SUBSEQUENT MATERIALS.

FIBER REINFORCEMENT AND SATURATING RESIN: THE REINFORCING FIBERS SHALL BE PLACED WITH SUFFICIENT SATURATING RESIN TO ACHIEVE FULL SATURATION OF THE FIBERS. SUFFICIENT SATURATING RESIN SHALL BE PRESCRIBED BY THE FRP SYSTEM MANUFACTURER. THE FIBER REINFORCEMENT SHALL BE PRESSED ONTO THE CONCRETE SURFACE TO ACHIEVE INTIMATE CONTACT. ENTRAPPED AIR BETWEEN LAYERS SHOULD BE

RELEASED OR ROLLED OUT BEFORE THE RESIN SETS.

PROTECTIVE TOPCOATS: COATINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER ’S RECOMMENDATIONS.

3.4 FIELD QUALITY CONTROL

A TRAINED FIELD SUPERVISOR SHALL OBSERVE ALL ASPECTS OF ONSITE PREPARATION AND MATERIAL APPLICATION INCLUDING SURFACE PREPARATION, RESIN COMPONENT MIXING, APPLICATION OF PRIMER, APPLICATION OF RESIN AND FIBER SHEET, CURING OF COMPOSITE, AND THE APPLICATION OF

PROTECTIVE COATINGS.INSPECTION FOR VOIDS/DELAMINATIONS

AFTER ALLOWING AT LEAST 24 HOURS FOR INITIAL RESIN CURE TO OCCUR, PERFORM A VISUAL AND ACOUSTIC TAP TEST INSPECTION OF THE LAYERED SURFACE. OTHER METHODS FOR DETECTING VOIDS MAY BE EMPLOYED; ALL PARTIES CONCERNED SHALL AGREE UPON THESE METHODS PRIOR TO THE

SUBMISSION OF BIDS OR PROPOSALS.

VOIDS REQUIRING CORRECTIVE ACTION SHALL BE MARKED AND REPAIRED IN ACCORDANCE WITH ITEM 3.05 OF THIS SECTION.

BOND TESTING

DIRECT TENSION PULL-OFF TESTING SHALL BE CONDUCTED PER ASTM D 7522.

DIRECT TENSION PULL-OFF TESTS SHALL BE CONDUCTED UNDER THE FOLLOWING TEST CONDITIONS:

THE FRP SYSTEM SHALL BE ALLOWED TO CURE A MINIMUM OF 72 HOURS BEFORE EXECUTION OF THE DIRECT TENSION PULL-OFF TEST THE LOCATIONS OF THE PULL-OFF TEST SHALL BE REPRESENTATIVE AND ON FLAT SURFACES. IF POSSIBLE, PULL-OFF TESTS SHALL BE CONDUCTED

ON AREAS OF THE FRP SYSTEM SUBJECTED TO RELATIVELY LOW STRESS DURING SERVICE.

TEST FREQUENCY

PERFORM A MINIMUM OF THREE DIRECT TENSION PULL-OFF TESTS

PULL-OFF TESTS MUST BE PERFORMED ON EACH TYPE OF CONCRETE SUBSTRATE OR FOR EACH SURFACE PREPARATION TECHNIQUE USED IF

VARIATIONS IN SUCH CONDITIONS EXIST.

CONDITIONS OF ACCEPTANCE

THE FAILURE MODE MUST BE COHESIVE FAILURE WITHIN THE CONCRETE

THE TENSILE BOND STRENGTH MUST BE IN EXCESS OF 200 PSI (1.4 MPA)

REPAIR THE TESTED AREAS IN ACCORDANCE WITH SECTION 3.05 OF THIS SPECIFICATION.

REPORT:

THE TRAINED FIELD SUPERVISOR SHALL SUBMIT A QUALITY CONTROL REPORT TO THE ENGINEER OF RECORD DESCRIBING THE INSPECTION OF THE

COMPLETED INSTALLATION AND DETAILING THE RESULTS OF THE BOND TESTING.

3.5 REPAIR OF DAMAGED OR DEFECTIVE AREAS

REPAIR OF DELAMINATED AREAS OF INSTALLED FRP REINFORCEMENT

MODERATE SIZED DELAMINATIONS, LESS THAN 25 IN.2 (16,000 MM2), MAY BE REPAIRED BY FILLING THE DELAMINATION BY LOW-PRESSURE INJECTION OF

THE SATURANT OR BY THE PROCEDURE SPECIFIED FOR LARGE DELAMINATIONS.

LARGE DELAMINATIONS, GREATER THAN 25 IN.2 (16,000 MM2), SHALL BE REPAIRED BY SELECTIVELY CUTTING AWAY THE AFFECTED SHEET, REAPPLYING PRIMER AND PUTTY LAYERS, AND APPLYING AN OVERLAPPING FRP PATCH OF EQUIVALENT PLIES AND FIBER ORIENTATIONS. CONSULT FRP SYSTEM

MANUFACTURE FOR APPROPRIATE DETAILS OF REPAIR.

REPAIR PROCEDURES FOR CONDITIONS THAT ARE NOT SPECIFICALLY ADDRESSED IN THIS SPECIFICATION SHALL BE APPROVED BY THE OWNER ’S

REPRESENTATIVE.

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LABOR AND INDUSTRIES BUILDING

STATE LIBRARY OF OREGON

PUBLIC SERVICES BUILDING

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THE IMAGES PROVIDED ON THIS SHEET ARE

SPECIFICALLY RELATED TO THE SLAB COATING

SCOPE OF WORK AND ARE INDICATIVE OF THE

CONDITION OF THE EXISTING STRUCTURE AND ARE

PROVIDED FOR REFERENCE.

THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO

SUBMISSION OF FORMAL QUOTE AND CONFIRM

CONDITIONS IN PERSON AND INCLUDE INFORMATION

GATHERED IN FINAL SUBMISSION

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DESIGN REQUIREMENTS. ASSUME (35) MIN COLUMNS FOR BID PURPOSES.

NOT USED

EPOXY INJECT CONCRETE SLAB ATOP PARKING AREA. SEE SHEET S-001 FOR DESIGN

REQUIREMENTS, 1,000 LINEAL FEET OF CRACKS 1/16" TO 1/8" REQUIRING EPOXY INJECTION.

REMOVE AND REPLACE PORTION OF CONCRETE WALL ADJACENT TO TRANSFORMER ROOM.

SEE 6 & 7 ON S-401 SIM

REMOVE AND REPLACE PORTION OF CONCRETE WALL AT SELECT AREAS THROUGHOUT

PARKING STRUCTURE. SEE 6 & 7 ON S-401 SIM

PROVIDE EPOXY INJECTION IN CRACKS AT COLUMNS PRIOR TO CARBON FIBER WRAP. SEE

SHEET S-001 FOR ADDITIONAL INFORMATION.

NOT USED

NOT USED

NOT USED

REMOVAL AND REPLACEMENT OF SELECT PORTIONS OF CMU WALL MAY BE REQUIRED FOR THE

INSTALLATION OF STRUCTURAL CONNECTIONS, REVIEW LOCATION AND EXTENT WITH OWNER

PRIOR TO ANY CONSTRUCTION.

KEYNOTES

PLAN NOTES

1.

2.

3.

SEE SHEET S-001 FOR GENERAL PROJECT NOTES.

CONTRACTOR SHALL FIELD VERIFY (F.V.) ALL EXISTING CONDITIONS

PRIOR TO ALL NEW CONSTRUCTION.

ALL EXISTING TRAFFIC AND PARKING PAINTED MARKINGS LOCATED

WITHIN ZONES REQUIRING NEW SURFACE TREATMENTS SHALL BE

REPAINTED IN KIND TO MATCH EXISTING CONDITIONS, CONTRACTOR

TO CONFIRM EXTEND OF PAINTING WITH OWNER PRIOR TO ANY

APPLICATIONS.

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PLAN VIEW SECTOR KEY

1-BLUE 2-PURPLE

3-ORANGE 4-GREEN

N

PA

RK

IN

G

ST

RU

CT

UR

E

– L

OW

ER

LE

VE

L S

EC

TO

R

CA

PIT

OL

MA

LL

PA

RK

ING

ST

RU

CT

UR

E S

EIS

MIC

UP

GR

AD

E

SA

LE

M, O R

JM

D

/ J

AS

HH

PR

JM

D

/ J

AS

/21

/20

S-102

DAS-05PERMIT

S-102 3/32" = 1'-0"

1 UPPER LEVEL SLAB / LOWER LEVEL COLUMNS - SECTOR 1

N

P2

P1

PLAZA

NOTE:

CROSS HATCHED AREA DENOTES AREA OF WORK

CROSS-SECTIONAL KEY

/0

1/

AD

D

EN

D

U M

/3 0/

AD

D

EN

D U

M

A

15A 16 17 18 19 20 21 22 23 24 26A25 26

B

C

D

E

F

RAMP DOWN

S-401

TYP

S-401

TYP

M

AT

C H

L

IN

E

MATCH LINE

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

N

N

N

N

N

SLAB CLOSURE POUR

JOINT, TYP

SLAB CLOSURE POUR

JOINT, TYP

SLAB CONSTRUCTION

JOINT, TYP

SLAB CONSTRUCTION

JOINT, TYP

EXISTING COLUMN

LABEL, TYP

CRACKS ATOP P1 SLAB

CRACKS ATOP

P1 SLAB

CURB

EXISTING TRENCH DRAIN

3 3

C H

EM

EK

ET

A

ST

R

EE

T

C H

EM

EK

ET

A

ST

R

EE

T

CARBON FIBER WRAP CONCRETE COLUMNS WITH DIAGONAL CRACKING, SEE SHEET S-001 FOR

DESIGN REQUIREMENTS. ASSUME (35) MIN COLUMNS FOR BID PURPOSES.

NOT USED

EPOXY INJECT CONCRETE SLAB ATOP PARKING AREA. SEE SHEET S-001 FOR DESIGN

REQUIREMENTS, 1,000 LINEAL FEET OF CRACKS 1/16" TO 1/8" REQUIRING EPOXY INJECTION.

REMOVE AND REPLACE PORTION OF CONCRETE WALL ADJACENT TO TRANSFORMER ROOM.

SEE 6 & 7 ON S-401 SIM

REMOVE AND REPLACE PORTION OF CONCRETE WALL AT SELECT AREAS THROUGHOUT

PARKING STRUCTURE. SEE 6 & 7 ON S-401 SIM

PROVIDE EPOXY INJECTION IN CRACKS AT COLUMNS PRIOR TO CARBON FIBER WRAP. SEE

SHEET S-001 FOR ADDITIONAL INFORMATION.

NOT USED

NOT USED

NOT USED

REMOVAL AND REPLACEMENT OF SELECT PORTIONS OF CMU WALL MAY BE REQUIRED FOR THE

INSTALLATION OF STRUCTURAL CONNECTIONS, REVIEW LOCATION AND EXTENT WITH OWNER

PRIOR TO ANY CONSTRUCTION.

KEYNOTES

PLAN NOTES

1.

2.

3.

SEE SHEET S-001 FOR GENERAL PROJECT NOTES.

CONTRACTOR SHALL FIELD VERIFY (F.V.) ALL EXISTING CONDITIONS

PRIOR TO ALL NEW CONSTRUCTION.

ALL EXISTING TRAFFIC AND PARKING PAINTED MARKINGS LOCATED

WITHIN ZONES REQUIRING NEW SURFACE TREATMENTS SHALL BE

REPAINTED IN KIND TO MATCH EXISTING CONDITIONS, CONTRACTOR

TO CONFIRM EXTEND OF PAINTING WITH OWNER PRIOR TO ANY

SC

RI

PT

IO

N

DE

SI

GN

ED

DR

AW

N:

CH

EC

KE

D:

DA

TE

DA

TE

NO

SHEET NO.

JOB NO.

SE

S po ka ne S tre an d, O R ph on e:

.2

.1 w .h hp

.2

.1

E N

G I

N E

E

A

N N

E R

S

LA

N D

SC

AP

E

AR

C H

IT

R

VE

YO

R S

H ar pe r

H ou f P et er so n R ig he lli s I nc

H H

PR

PLAN VIEW SECTOR KEY

1-BLUE 2-PURPLE

3-ORANGE 4-GREEN

N

PA

RK

IN

G

ST

RU

CT

UR

E

– L

OW

ER

LE

VE

L S

EC

TO

R

CA

PIT

OL

MA

LL

PA

RK

ING

ST

RU

CT

UR

E S

EIS

MIC

UP

GR

AD

E

SA

LE

M, O R

JM

D

/ J

AS

HH

PR

JM

D

/ J

AS

/21

/20

S-103

DAS-05PERMIT

S-103 3/32" = 1'-0"

1 UPPER LEVEL SLAB / LOWER LEVEL COLUMNS - SECTOR 2

N

P2

P1

PLAZA

NOTE:

CROSS HATCHED AREA DENOTES AREA OF WORK

CROSS-SECTIONAL KEY

/0

1/

AD

D

EN

D

U M

/3 0/

AD

D

EN

D U

M

M

2 3 4 5 6 7 8 9 10 11 12 13 14 15

G

H

J

K

L

RAMP DOWN

1 1

1 1

1 1

1 1

1 1

S-401

TYP

S-401

TYP

MATCH LINE

M

AT

C H

L

IN

E

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

K

K

K

K

K

SLAB CLOSURE POUR

JOINT, TYP

SLAB CONSTRUCTION

JOINT, TYP

SLAB CLOSURE POUR

JOINT, TYP

EXISTING COLUMN

LABELS, TYP

CRACKS ATOP

P1 SLAB

SLAB CONSTRUCTION

JOINT, TYP

CRACKS ATOP

P1 SLAB

EXISTING TRENCH DRAIN

1 1

S-401

TYP

6 6 66

3 3

MATCH LINE

C H

EM

EK

ET

A

ST

R

EE

T

C H

EM

EK

ET

A

ST

R

EE

T

CARBON FIBER WRAP CONCRETE COLUMNS WITH DIAGONAL CRACKING, SEE SHEET S-001 FOR

DESIGN REQUIREMENTS. ASSUME (35) MIN COLUMNS FOR BID PURPOSES.

NOT USED

EPOXY INJECT CONCRETE SLAB ATOP PARKING AREA. SEE SHEET S-001 FOR DESIGN

REQUIREMENTS, 1,000 LINEAL FEET OF CRACKS 1/16" TO 1/8" REQUIRING EPOXY INJECTION.

REMOVE AND REPLACE PORTION OF CONCRETE WALL ADJACENT TO TRANSFORMER ROOM.

SEE 6 & 7 ON S-401 SIM

REMOVE AND REPLACE PORTION OF CONCRETE WALL AT SELECT AREAS THROUGHOUT

PARKING STRUCTURE. SEE 6 & 7 ON S-401 SIM

PROVIDE EPOXY INJECTION IN CRACKS AT COLUMNS PRIOR TO CARBON FIBER WRAP. SEE

SHEET S-001 FOR ADDITIONAL INFORMATION.

NOT USED

NOT USED

NOT USED

REMOVAL AND REPLACEMENT OF SELECT PORTIONS OF CMU WALL MAY BE REQUIRED FOR THE

INSTALLATION OF STRUCTURAL CONNECTIONS, REVIEW LOCATION AND EXTENT WITH OWNER

PRIOR TO ANY CONSTRUCTION.

KEYNOTES

PLAN NOTES

1.

2.

3.

SEE SHEET S-001 FOR GENERAL PROJECT NOTES.

CONTRACTOR SHALL FIELD VERIFY (F.V.) ALL EXISTING CONDITIONS

PRIOR TO ALL NEW CONSTRUCTION.

ALL EXISTING TRAFFIC AND PARKING PAINTED MARKINGS LOCATED

WITHIN ZONES REQUIRING NEW SURFACE TREATMENTS SHALL BE

REPAINTED IN KIND TO MATCH EXISTING CONDITIONS, CONTRACTOR

TO CONFIRM EXTEND OF PAINTING WITH OWNER PRIOR TO ANY

SC

RI

PT

IO

N

DE

SI

GN

ED

DR

AW

N:

CH

EC

KE

D:

DA

TE

DA

TE

NO

SHEET NO.

JOB NO.

SE

S po ka ne S tre an d, O R ph on e:

.2

.1 w .h hp

.2

.1

E N

G I

N E

E

A

N N

E R

S

LA

N D

SC

AP

E

AR

C H

IT

R

VE

YO

R S

H ar pe r

H ou f P et er so n R ig he lli s I nc

H H

PR

PLAN VIEW SECTOR KEY

1-BLUE 2-PURPLE

3-ORANGE 4-GREEN

N

UP

PE

R

LE

VE

L S

LA

B

/ L

OW

ER

LE

VE

L C

OL

UM

NS

SE

CT

OR

CA

PIT

OL

MA

LL

PA

RK

ING

ST

RU

CT

UR

E S

EIS

MIC

UP

GR

AD

E

SA

LE

M, O R

JM

D

/ J

AS

HH

PR

JM

D

/ J

AS

/21

/20

S-104

DAS-05PERMIT

S-104 3/32" = 1'-0"

1 UPPER LEVEL SLAB / LOWER LEVEL COLUMNS - SECTOR 3N

P2

P1

PLAZA

NOTE:

CROSS HATCHED AREA DENOTES AREA OF WORK

CROSS-SECTIONAL KEY

/0

1/

AD

D

EN

D

U M

/3 0/

AD

D

EN

D U

M

M

15A 16 17 18 19 20 21 22 23 24 26A25 26

G

H

J

K

L

RAMP DOWN

S-401

TYP

S-401

_TYP

MATCH LINE

M

AT

C H

L

IN

E

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

N

N

N

N

N

SLAB CLOSURE POUR

JOINT, TYP

SLAB CLOSURE POUR

JOINT, TYP

SLAB CONSTRUCTION

JOINT, TYPSLAB CONSTRUCTION

JOINT, TYP

EXISTING COLUMN

LABELS, TYP

CRACKS ATOP

P1 SLAB

CRACKS ATOP

P1 SLAB

EXISTING TRENCH DRAIN

3 3

C H

EM

EK

ET

A

ST

R

EE

T

C H

EM

EK

ET

A

ST

R

EE

T

CARBON FIBER WRAP CONCRETE COLUMNS WITH DIAGONAL CRACKING, SEE SHEET S-001 FOR

DESIGN REQUIREMENTS. ASSUME (35) MIN COLUMNS FOR BID PURPOSES.

NOT USED

EPOXY INJECT CONCRETE SLAB ATOP PARKING AREA. SEE SHEET S-001 FOR DESIGN

REQUIREMENTS, 1,000 LINEAL FEET OF CRACKS 1/16" TO 1/8" REQUIRING EPOXY INJECTION.

REMOVE AND REPLACE PORTION OF CONCRETE WALL ADJACENT TO TRANSFORMER ROOM.

SEE 6 & 7 ON S-401 SIM

REMOVE AND REPLACE PORTION OF CONCRETE WALL AT SELECT AREAS THROUGHOUT

PARKING STRUCTURE. SEE 6 & 7 ON S-401 SIM

PROVIDE EPOXY INJECTION IN CRACKS AT COLUMNS PRIOR TO CARBON FIBER WRAP. SEE

SHEET S-001 FOR ADDITIONAL INFORMATION.

NOT USED

NOT USED

NOT USED

REMOVAL AND REPLACEMENT OF SELECT PORTIONS OF CMU WALL MAY BE REQUIRED FOR THE

INSTALLATION OF STRUCTURAL CONNECTIONS, REVIEW LOCATION AND EXTENT WITH OWNER

PRIOR TO ANY CONSTRUCTION.

KEYNOTES

PLAN NOTES

1.

2.

3.

SEE SHEET S-001 FOR GENERAL PROJECT NOTES.

CONTRACTOR SHALL FIELD VERIFY (F.V.) ALL EXISTING CONDITIONS

PRIOR TO ALL NEW CONSTRUCTION.

ALL EXISTING TRAFFIC AND PARKING PAINTED MARKINGS LOCATED

WITHIN ZONES REQUIRING NEW SURFACE TREATMENTS SHALL BE

REPAINTED IN KIND TO MATCH EXISTING CONDITIONS, CONTRACTOR

TO CONFIRM EXTEND OF PAINTING WITH OWNER PRIOR TO ANY

SC

RI

PT

IO

N

DE

SI

GN

ED

DR

AW

N:

CH

EC

KE

D:

DA

TE

DA

TE

NO

SHEET NO.

JOB NO.

SE

S po ka ne S tre an d, O R ph on e:

.2

.1 w .h hp

.2

.1

E N

G I

N E

E

A

N N

E R

S

LA

N D

SC

AP

E

AR

C H

IT

R

VE

YO

R S

H ar pe r

H ou f P et er so n R ig he lli s I nc

H H

PR

PLAN VIEW SECTOR KEY

1-BLUE 2-PURPLE

3-ORANGE 4-GREEN

N

PA

RK

IN

G

ST

RU

CT

UR

E

– L

OW

ER

LE

VE

L S

EC

TO

R

CA

PIT

OL

MA

LL

PA

RK

ING

ST

RU

CT

UR

E S

EIS

MIC

UP

GR

AD

E

SA

LE

M, O R

JM

D

/ J

AS

HH

PR

JM

D

/ J

AS

/21

/20

S-105

DAS-05PERMIT

S-105 3/32" = 1'-0"

1 UPPER LEVEL SLAB / LOWER LEVEL COLUMNS - SECTOR 4

N

P2

P1

PLAZA

NOTE:

CROSS HATCHED AREA DENOTES AREA OF WORK

CROSS-SECTIONAL KEY

/0

1/

AD

D

EN

D

U M

/3 0/

AD

D

EN

D U

M

2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

E

F

1 1

1 1

1 1

S-401

S-401

TYP

TYP

MATCH LINE

M

AT

C H

L

IN

E

J J J J J J J J J J L

I

H

G

F

I

H

G

F

I

H

G

F

I

H

G

F

I

H

G

F

I

H

G

F

I

H

G

F

I

H

G

F

I

H

G

F

I

H

G

F

K

K

K

K

K

L

L

L

L

CURB

BELOW

CONCRETE

REPAIR PER

7/S-401

CARBON FIBER WRAP CONCRETE COLUMNS WITH DIAGONAL CRACKING, SEE SHEET S-001 FOR

DESIGN REQUIREMENTS. ASSUME (35) MIN COLUMNS FOR BID PURPOSES.

NOT USED

EPOXY INJECT CONCRETE SLAB ATOP PARKING AREA. SEE SHEET S-001 FOR DESIGN

REQUIREMENTS, 1,000 LINEAL FEET OF CRACKS 1/16" TO 1/8" REQUIRING EPOXY INJECTION.

REMOVE AND REPLACE PORTION OF CONCRETE WALL ADJACENT TO TRANSFORMER ROOM.

SEE 6 & 7 ON S-401 SIM

REMOVE AND REPLACE PORTION OF CONCRETE WALL AT SELECT AREAS THROUGHOUT

PARKING STRUCTURE. SEE 6 & 7 ON S-401 SIM

PROVIDE EPOXY INJECTION IN CRACKS AT COLUMNS PRIOR TO CARBON FIBER WRAP. SEE

SHEET S-001 FOR ADDITIONAL INFORMATION.

NOT USED

NOT USED

NOT USED

REMOVAL AND REPLACEMENT OF SELECT PORTIONS OF CMU WALL MAY BE REQUIRED FOR THE

INSTALLATION OF STRUCTURAL CONNECTIONS, REVIEW LOCATION AND EXTENT WITH OWNER

PRIOR TO ANY CONSTRUCTION.

KEYNOTES

PLAN NOTES

1.

2.

3.

SEE SHEET S-001 FOR GENERAL PROJECT NOTES.

CONTRACTOR SHALL FIELD VERIFY (F.V.) ALL EXISTING CONDITIONS

PRIOR TO ALL NEW CONSTRUCTION.

ALL EXISTING TRAFFIC AND PARKING PAINTED MARKINGS LOCATED

WITHIN ZONES REQUIRING NEW SURFACE TREATMENTS SHALL BE

REPAINTED IN KIND TO MATCH EXISTING CONDITIONS, CONTRACTOR

TO CONFIRM EXTEND OF PAINTING WITH OWNER PRIOR TO ANY

SC

RI

PT

IO

N

DE

SI

GN

ED

DR

AW

N:

CH

EC

KE

D:

DA

TE

DA

TE

NO

SHEET NO.

JOB NO.

SE

S po ka ne S tre an d, O R ph on e:

.2

.1 w .h hp

.2

.1

E N

G I

N E

E

A

N N

E R

S

LA

N D

SC

AP

E

AR

C H

IT

R

VE

YO

R S

H ar pe r

H ou f P et er so n R ig he lli s I nc

H H

PR

PLAN VIEW SECTOR KEY

1-BLUE 2-PURPLE

3-ORANGE 4-GREEN

N

PA

RK

IN

G

ST

RU

CT

UR

E

– U

PP

ER

LE

VE

L S

EC

TO

R

CA

PIT

OL

MA

LL

PA

RK

ING

ST

RU

CT

UR

E S

EIS

MIC

UP

GR

AD

E

SA

LE

M, O R

JM

D

/ J

AS

HH

PR

JM

D

/ J

AS

/21

/20

S-106

DAS-05PERMIT

S-106 3/32" = 1'-0"

1 PLAZA LEVEL SLAB / UPPER LEVEL COLUMNS - SECTOR 1N

P2

P1

PLAZA

NOTE:

CROSS HATCHED AREA DENOTES AREA OF WORK

CROSS-SECTIONAL KEY

/0

1/

AD

D

EN

D

U M

/3 0/

AD

D

EN

D U

M

15A 16 17 18 19 20 21 22 23 24 26A

25 26

B

C

D

E

F

S-401

S-401

TYP

TYP

M

AT

C H

L

IN

E

MATCH LINE

M J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

J

I

H

G

F

N

N

N

N

N

M

M

M

M

CURB

BELOW

CARBON FIBER WRAP CONCRETE COLUMNS WITH DIAGONAL CRACKING, SEE SHEET S-001 FOR

DESIGN REQUIREMENTS. ASSUME (35) MIN COLUMNS FOR BID PURPOSES.

NOT USED

EPOXY INJECT CONCRETE SLAB ATOP PARKING AREA. SEE SHEET S-001 FOR DESIGN

REQUIREMENTS, 1,000 LINEAL FEET OF CRACKS 1/16" TO 1/8" REQUIRING EPOXY INJECTION.

REMOVE AND REPLACE PORTION OF CONCRETE WALL ADJACENT TO TRANSFORMER ROOM.

SEE 6 & 7 ON S-401 SIM

REMOVE AND REPLACE PORTION OF CONCRETE WALL AT SELECT AREAS THROUGHOUT

PARKING STRUCTURE. SEE 6 & 7 ON S-401 SIM

PROVIDE EPOXY INJECTION IN CRACKS AT COLUMNS PRIOR TO CARBON FIBER WRAP. SEE

SHEET S-001 FOR ADDITIONAL INFORMATION.

NOT USED

NOT USED

NOT USED

REMOVAL AND REPLACEMENT OF SELECT PORTIONS OF CMU WALL MAY BE REQUIRED FOR THE

INSTALLATION OF STRUCTURAL CONNECTIONS, REVIEW LOCATION AND EXTENT WITH OWNER

PRIOR TO ANY CONSTRUCTION.

KEYNOTES

PLAN NOTES

1.

2.

3.

SEE SHEET S-001 FOR GENERAL PROJECT NOTES.

CONTRACTOR SHALL FIELD VERIFY (F.V.) ALL EXISTING CONDITIONS

PRIOR TO ALL NEW CONSTRUCTION.

ALL EXISTING TRAFFIC AND PARKING PAINTED MARKINGS LOCATED

WITHIN ZONES REQUIRING NEW SURFACE TREATMENTS SHALL BE

REPAINTED IN KIND TO MATCH EXISTING CONDITIONS, CONTRACTOR

TO CONFIRM EXTEND OF PAINTING WITH OWNER PRIOR TO ANY

SC

RI

PT

IO

N

DE

SI

GN

ED

DR

AW

N:

CH

EC

KE

D:

DA

TE

DA

TE

NO

SHEET NO.

JOB NO.

SE

S po ka ne S tre an d, O R ph on e:

.2

.1 w .h hp

.2

.1

E N

G I

N E

E

A

N N

E R

S

LA

N D

SC

AP

E

AR

C H

IT

R

VE

YO

R S

H ar pe r

H ou f P et er so n R ig he lli s I nc

H H

PR

PLAN VIEW SECTOR KEY

1-BLUE 2-PURPLE

3-ORANGE 4-GREEN

N

PA

RK

IN

G

ST

RU

CT

UR

E

– U

PP

ER

LE

VE

L S

EC

TO

R

CA

PIT

OL

MA

LL

PA

RK

ING

ST

RU

CT

UR

E S

EIS

MIC

UP

GR

AD

E

SA

LE

M, O R

JM

D

/ J

AS

HH

PR

JM

D

/ J

AS

/21

/20

S-107

DAS-05PERMIT

S-107 3/32" = 1'-0"

1 PLAZA LEVEL SLAB / UPPER LEVEL COLUMNS - SECTOR 2

N

P2

P1

PLAZA

NOTE:

CROSS HATCHED AREA DENOTES AREA OF WORK

CROSS-SECTIONAL KEY

/0

1/

AD

D

EN

D

U M

/3 0/

AD

D

EN

D U

M

M

2 3 4 5 6 7 8 9 10 11 12 13 14 15

G

H

J

K

L

S-401

S-401

TYP

TYP

MATCH LINE

M

AT

C H

L

IN

E M

AT

C

H L

IN

E

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

L

L

L

L

L

K

K

K

K

K

CURB

BELOW

CARBON FIBER WRAP CONCRETE COLUMNS WITH DIAGONAL CRACKING, SEE SHEET S-001 FOR

DESIGN REQUIREMENTS. ASSUME (35) MIN COLUMNS FOR BID PURPOSES.

NOT USED

EPOXY INJECT CONCRETE SLAB ATOP PARKING AREA. SEE SHEET S-001 FOR DESIGN

REQUIREMENTS, 1,000 LINEAL FEET OF CRACKS 1/16" TO 1/8" REQUIRING EPOXY INJECTION.

REMOVE AND REPLACE PORTION OF CONCRETE WALL ADJACENT TO TRANSFORMER ROOM.

SEE 6 & 7 ON S-401 SIM

REMOVE AND REPLACE PORTION OF CONCRETE WALL AT SELECT AREAS THROUGHOUT

PARKING STRUCTURE. SEE 6 & 7 ON S-401 SIM

PROVIDE EPOXY INJECTION IN CRACKS AT COLUMNS PRIOR TO CARBON FIBER WRAP. SEE

SHEET S-001 FOR ADDITIONAL INFORMATION.

NOT USED

NOT USED

NOT USED

REMOVAL AND REPLACEMENT OF SELECT PORTIONS OF CMU WALL MAY BE REQUIRED FOR THE

INSTALLATION OF STRUCTURAL CONNECTIONS, REVIEW LOCATION AND EXTENT WITH OWNER

PRIOR TO ANY CONSTRUCTION.

KEYNOTES

PLAN NOTES

1.

2.

3.

SEE SHEET S-001 FOR GENERAL PROJECT NOTES.

CONTRACTOR SHALL FIELD VERIFY (F.V.) ALL EXISTING CONDITIONS

PRIOR TO ALL NEW CONSTRUCTION.

ALL EXISTING TRAFFIC AND PARKING PAINTED MARKINGS LOCATED

WITHIN ZONES REQUIRING NEW SURFACE TREATMENTS SHALL BE

REPAINTED IN KIND TO MATCH EXISTING CONDITIONS, CONTRACTOR

TO CONFIRM EXTEND OF PAINTING WITH OWNER PRIOR TO ANY

SC

RI

PT

IO

N

DE

SI

GN

ED

DR

AW

N:

CH

EC

KE

D:

DA

TE

DA

TE

NO

SHEET NO.

JOB NO.

SE

S po ka ne S tre an d, O R ph on e:

.2

.1 w .h hp

.2

.1

E N

G I

N E

E

A

N N

E R

S

LA

N D

SC

AP

E

AR

C H

IT

R

VE

YO

R S

H ar pe r

H ou f P et er so n R ig he lli s I nc

H H

PR

PLAN VIEW SECTOR KEY

1-BLUE 2-PURPLE

3-ORANGE 4-GREEN

N

PA

RK

IN

G

ST

RU

CT

UR

E

– U

PP

ER

LE

VE

L S

EC

TO

R

CA

PIT

OL

MA

LL

PA

RK

ING

ST

RU

CT

UR

E S

EIS

MIC

UP

GR

AD

E

SA

LE

M, O R

JM

D

/ J

AS

HH

PR

JM

D

/ J

AS

/21

/20

S-108

DAS-05PERMIT

S-108 3/32" = 1'-0"

1 PLAZA LEVEL SLAB / UPPER LEVEL COLUMNS - SECTOR 3N

P2

P1

PLAZA

NOTE:

CROSS HATCHED AREA DENOTES AREA OF WORK

CROSS-SECTIONAL KEY

/0

1/

AD

D

EN

D

U M

/3 0/

AD

D

EN

D U

M

M

15A 16 17 18 19 20 21 22 23 24 26A25 26

G

H

J

K

L

S-401

S-401

TYP

TYP

MATCH LINE

M

AT

C H

L

IN

E

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

E

D

C

B

A

N

N

N

N

N

M

M

M

M

M

CURB

BELOW

CARBON FIBER WRAP CONCRETE COLUMNS WITH DIAGONAL CRACKING, SEE SHEET S-001 FOR

DESIGN REQUIREMENTS. ASSUME (35) MIN COLUMNS FOR BID PURPOSES.

NOT USED

EPOXY INJECT CONCRETE SLAB ATOP PARKING AREA. SEE SHEET S-001 FOR DESIGN

REQUIREMENTS, 1,000 LINEAL FEET OF CRACKS 1/16" TO 1/8" REQUIRING EPOXY INJECTION.

REMOVE AND REPLACE PORTION OF CONCRETE WALL ADJACENT TO TRANSFORMER ROOM.

SEE 6 & 7 ON S-401 SIM

REMOVE AND REPLACE PORTION OF CONCRETE WALL AT SELECT AREAS THROUGHOUT

PARKING STRUCTURE. SEE 6 & 7 ON S-401 SIM

PROVIDE EPOXY INJECTION IN CRACKS AT COLUMNS PRIOR TO CARBON FIBER WRAP. SEE

SHEET S-001 FOR ADDITIONAL INFORMATION.

NOT USED

NOT USED

NOT USED

REMOVAL AND REPLACEMENT OF SELECT PORTIONS OF CMU WALL MAY BE REQUIRED FOR THE

INSTALLATION OF STRUCTURAL CONNECTIONS, REVIEW LOCATION AND EXTENT WITH OWNER

PRIOR TO ANY CONSTRUCTION.

KEYNOTES

PLAN NOTES

1.

2.

3.

SEE SHEET S-001 FOR GENERAL PROJECT NOTES.

CONTRACTOR SHALL FIELD VERIFY (F.V.) ALL EXISTING CONDITIONS

PRIOR TO ALL NEW CONSTRUCTION.

ALL EXISTING TRAFFIC AND PARKING PAINTED MARKINGS LOCATED

WITHIN ZONES REQUIRING NEW SURFACE TREATMENTS SHALL BE

REPAINTED IN KIND TO MATCH EXISTING CONDITIONS, CONTRACTOR

TO CONFIRM EXTEND OF PAINTING WITH OWNER PRIOR TO ANY

SC

RI

PT

IO

N

DE

SI

GN

ED

DR

AW

N:

CH

EC

KE

D:

DA

TE

DA

TE

NO

SHEET NO.

JOB NO.

SE

S po ka ne S tre an d, O R ph on e:

.2

.1 w .h hp

.2

.1

E N

G I

N E

E

A

N N

E R

S

LA

N D

SC

AP

E

AR

C H

IT

R

VE

YO

R S

H ar pe r

H ou f P et er so n R ig he lli s I nc

H H

PR

PLAN VIEW SECTOR KEY

1-BLUE 2-PURPLE

3-ORANGE 4-GREEN

N

PA

RK

IN

G

ST

RU

CT

UR

E

– U

PP

ER

LE

VE

L S

EC

TO

R

CA

PIT

OL

MA

LL

PA

RK

ING

ST

RU

CT

UR

E S

EIS

MIC

UP

GR

AD

E

SA

LE

M, O R

JM

D

/ J

AS

HH

PR

JM

D

/ J

AS

/21

/20

S-109

DAS-05PERMIT

S-109 3/32" = 1'-0"

1 PLAZA LEVEL SLAB / UPPER LEVEL COLUMNS - SECTOR 4N

P2

P1

PLAZA

NOTE:

CROSS HATCHED AREA DENOTES AREA OF WORK

CROSS-SECTIONAL KEY

/0

1/

AD

D

EN

D

U M

/3 0/

AD

D

EN

D U

M

P2 0"

P1 9'-4"

A MB C D E F G H J K L

T.O.S.

19'-8"

PLAZA

P2 0"

P1 9'-4"

A MB C D E F G H J K L

T.O.S.

19'-8"

PLAZA

P2 0"

P1 9'-4"

1 2 3…