PW_25-13A_Napa_Library_Building_Maintenance_Project_Plans.pdf

PDF 14 MB Posted Jun 25, 2026

Attached to: Napa Library Building Maintenance Project
Solicitation number: PW 25-13A
Issued by: Napa County, California

About this file

Written by GovTribe AI · Jun 29, 2026

This document contains project plans for the Napa Library Building Maintenance Project in California, a public works initiative focused on exterior building maintenance and repairs. The project scope encompasses stucco patching, concrete spalling repairs, window and joint sealants, pressure washing, and repainting of various surfaces on the library facility. The plans provide detailed specifications and technical requirements for contractors bidding on the work, establishing the baseline standards and expectations for project execution. The document serves as the primary reference material for potential bidders to understand the full scope of work, site conditions, and performance standards required for this maintenance initiative.

The project plans establish the technical and operational framework necessary for contractors to develop accurate bids and project timelines. These specifications detail the materials, methods, quality standards, and site-specific conditions that bidders must address in their proposals. The plans function as binding reference documents that will govern the contractor's performance upon award, ensuring consistency with the original project design and the municipality's maintenance objectives for the library facility.

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Other files

File	Type	Posted
Napa_Library_Building_Maintenance_Project_(Addendum_#2_Revision).pdf	PDF	Jul 20, 2026
PW_25-13A_Napa_Library_Building_Maintenance_Project_Plans_(Addendum_1).pdf	PDF	Jul 20, 2026
Scupper_detail.pdf	PDF	Jul 20, 2026
PW_25-13A_Job_Walk_Confirmed_Attendance.pdf	PDF	Jul 8, 2026
Napa_Library_Building_Maintenance_Project_(Addendum_#1_Revision).pdf	PDF	Jun 30, 2026
PW_25-13A_Napa_Library_Building_Maintenance_Project_Specs_(Addendum_1).pdf	PDF	Jun 30, 2026
Napa_Library_Building_Maintenance_Project.pdf	PDF	Jun 25, 2026
PW_25-13A_Napa_Library_Building_Maintenance_Project_Specs.pdf	PDF	Jun 25, 2026
Sample_Payment_and_Performance_Bonds.docx	DOCX document	Jun 17, 2026
Sample_Napa_County_Bid_Bond_Form.pdf	PDF	Jun 17, 2026
Sample_Construction_Contract.docx	DOCX document	Jun 17, 2026

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COVER SHEET

G000

C E

A C

O U

ARCHITECT

REVISIONS

SHEET TITLE

SHEET NO.

JOB NO.: Y2505.00

DATE: 02/13/2026

NO. DESCRIPTION DATE

C oo m bs

S t, N ap a, C

CONSULTANT

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CONSTRUCTION DOCUMENTS

AGENCY APPROVAL

PW 25-13A

PROJECT LOCATION

NORTH

APPLICABLE CODES

EXTERIOR MAINTENANCE OF NAPA COUNTY LIBRARY :

· RESEAL GAP BETWEEN EXTERIOR WALLS AND FLATWORK

· REPAINT RAILINGS

· PATCH CONCRETE SOFFIT ABOVE WINDOW

· REPAINT STUCCO FINISH

· REMOVE AND REPLACE SEALANT AROUND DOOR AND WINDOW FRAMES

· REPAINT HOLLOW METAL DOORS AND FRAMES

GENERAL SCOPE OF WORK

PROJECT TEAM

NAPA COUNTY

NAPA LIBRARY

BUILDING MAINTENANCE

580 Coombs Street, Napa, CA 94559

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE AND SHALL REPORT ANY DISCREPANCIES IN WRITING TO THE CONSTRUCTION MANAGER BY THE MEANS

OF AN REQUEST FOR INFORMATION (RFI) OR AS PART OF THE APPLICABLE SHOP

DRAWING/SUBMITTAL.

2. SPECIFIC ITEMS NOTED TO BE VERIFIED OR FIELD VERIFIED ARE REQUIRED TO BE VERIFIED PRIOR

TO ORDERING MATERIALS OR PROCEEDING WITH THE WORK.

3. CONTRACTOR IS RESPONSIBLE FOR ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE

INSTALLATION OF NEW WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL AND/OR

REINSTALLATION OR ALL EXISTING ITEMS, OF PORTIONS OF THE EXISTING CONSTRUCTION

WHETHER SHOWN OR NOT.

4. ALL WORK, MATERIALS, METHODS, ETC. SHALL CONFORM TO ALL GOVERNING BUILDING CODES

AND REGULATIONS.

5. ANY CONFLICT BETWEEN THESE PLANS AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE ARCHITECT.

6. ALL WORK SHALL BE IN COMPLETE CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS AND

RECOMMENDATIONS OR AS OTHERWISE OUTLINED IN THE SPECIFICATIONS.

7. USE OF ANY NEW MATERIALS CONTAINING LEAD OR ASBESTOS IS PROHIBITED.

8. DETAILS, MATERIALS AND SCOPE OF WORK SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR

CONDITIONS UNLESS SPECIFICALLY NOTED OTHERWISE.

9. THE TERM "TYPICAL" OR "(TYP.)" SHALL BE CONSTRUED TO MEAN APPLYING TO ALL LIKE OR SIMILAR

CONDITIONS IN THE AREAS DESIGNATED FOR WORK SCOPE.

ALL WORK SHALL CONFORM TO THE FOLLOWING AND ALL OTHER APPLICABLE CODES AND ORDINANCES:

2025 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24, C.C.R.

2025 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24, C.C.R.

OWNER:

NAPA COUNTY PUBLIC WORKS

1195 THIRD STREET, SUITE 101

NAPA, CA 94559

PHONE: (707) 259-8376

CONTACT: SU LIANG

liang.su@countyofnapa.org

ARCHITECT:

NACHT & LEWIS ARCHITECTS

600 Q STREET, SUITE 100

SACRAMENTO, CALIFORNIA 95811

PHONE: (916) 329-4000

CONTACT: LORENZO LOPEZ

llopez@nachtlewis.com

STRUCTURAL ENGINEER:

BUEHLER

600 Q STREET, SUITE 200

SACRAMENTO, CA 95811

PHONE: (916) 443-0303

CONTACT: BRIAN WIENS

bwiens@buehlerengineering.com

DEFERRED APPROVAL ITEMS

INSTALLATION OF DEFERRED APPROVAL ITEMS SHALL NOT BE STARTED UNTIL CONTRACTORS DRAWINGS, SPECIFICATIONS AND ENGINEERING CALCULATIONS FOR THE ACTUAL SYSTEMS TO BE INSTALLED HAVE BEEN ACCEPTED AND SIGNED BY THE

ARCHITECT OR ENGINEER, AND APPROVED BY THE APPROPRIATE APPROVING JURISDICTION.

1. NONE

https://www.openstreetmap.org/copyright

GENERAL NOTES

VICINITY MAP

SHEET INDEX

GENERAL

G000 COVER SHEET

ARCHITECTURAL

A100 SITE PLAN

A110 FIRST FLOOR PLAN

A300 EXTERIOR ELEVATIONS

STRUCTURAL

S101 GENERAL NOTES

S102 TYPICAL STRUCTURAL REPAIR NOTES AND DETAILS

SIGNAGE

1.01 COVER SHEET

1.02 TYPOGRAPHY, SYMBOLS, AND COLORS

1.03 LOCATION

1.04 ID.01 ENTRY MONUMENT ID

1.05 ID.02 BUILDING ID

1.06 ID.03 ENTRY MONUMENT ID / KIOSK

1.07 ID.04 PARKING ENTRY ID

1.08 DIR.01 VEHICULAR DIRECTIONAL

1.09 DIR.01 VEHICULAR DIRECTIONAL LAYOUT 2

1.10 DIR.02 PEDESTRIAN DIRECTIONAL

1.11 DIR.04 WALL MOUNTED PEDESTRIAN DIRECTIONAL

1.12 DIR.05 ISA DIRECTIONAL

1.13 INF.01 BOOK DROP INFORMATIONAL

1.14 INF.02 LIBRARY HOURS

1.15 INF.04 CURBSIDE PICKUP

1.16 REG.01 ACCESSIBLE PARKING

1.17 REG.02 ACCESSIBLE RAMP

1.18 REG.03 CVC

1.19 REG.04 DO NOT ENTER

1.20 LOC LOCATION MAP

PW 25-13A

09-30-26

06-24-26

BROWN STREET

H S

LIBRARY

Xref .\NL Keynotes.dwg

SCALE: 3/32" = 1'-0"

SITE PLAN

N O

GENERAL NOTES: KEY PLAN:

BROWN STREETBROWN STREET

H S

ETLIBRARY

PARKING

GARAGE

COOMBS STREET

MAIN STREET

SITE PLAN INCLUDED FOR REFERENCE SEE A110 AND A300

FOR WORK

BOOK RETURN

ADDITION

(STUCCO EXTERIOR)

ORIGINAL CONSTRUCTION

(CONCRETE EXTERIOR)

SMALL KIDS' LIBRARY

ADDITION

(STUCCO AND RAINSCREEN

EXTERIOR)

LOBBY

ADDITION

(STUCCO EXTERIOR)

Xref .\NL Keynotes.dwg

C E

A C

O U

ARCHITECT

REVISIONS

SHEET TITLE

SHEET NO.

JOB NO.: Y2505.00

DATE: 02/13/2026

NO. DESCRIPTION DATE

C oo m bs

S t, N ap a, C

CONSULTANT

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AGENCY APPROVAL

LIBRARY

SITE PLAN

A100

PW 25-13A

Xref .\NL Keynotes.dwg

SCALE: 1/8" = 1'-0"

LIBRARY FIRST FLOOR PLAN

ADULT'S LIBRARY

BOOK DROP

FRIENDS OF LIBRARY

SAFE

ELEV.

MACH.

ROOM

STAIRS

EQUIP. TEEN

OFFICE

LIBRARY

CIRCULATION

TRASH

LITERARY

CENTER

CONF.

CHILDREN'S

LIBRARY OFFICE

GIRL'S

BOY'S

JANITOR

CHILDREN'S LIBRARY SMALL KIDS'

LIBRARY

BOOKDROP

WORKROOM

LOBBY

WOMEN

MEN

STORAGE

FOOD

SERVICE

LIFEWORKS

STORAGE

COMMUNITY

MEETING ROOM

STAIRS

LOBBY

BOOKDROP

ADDITION

GENERAL NOTES:KEYNOTES:

1. SEE A300 FOR WORK ON EXTERIOR ELEVATIONS.

2. CLEAN, PRIME AND PREPARE ALL SURFACES RECEIVING PAINT. REMOVE OR

PROTECT WALL MOUNTED EQUIPMENT IN PLACE PRIOR TO PAINTING.

3. INSTALL OR REPLACE WATER REPELLENTS ON EXPOSED CONCRETE WALLS

PER PLANS, ELEVATIONS AND SPECIFICATIONS.

1 RESEAL GAP BETWEEN EXTERIOR WALL AND FLATWORK AROUND

PERIMETER

RAILINGS- STRIP DOWN TO BARE METAL, PREP, PRIMER, AND PAINT. REFER TO

SPEC SECTION 09 91 13 FOR COMPLETE LIST OF REQUIREMENTS.

COLOR: DARK TEAL (RGB: 26,47,50)

3 REPAINT STUCCO FINISHES, COLOR: WHITE TO MATCH EXISTING STUCCO.

4 POWER WASH ALL EXTERIOR BUILDING SURFACE. PROTECT EXISTING

MURALS PRIOR TO COMMENCING WORK

5 REPAINT HOLLOW METAL DOORS AND FRAMES. COLOR TBD.

REMOVE AND REPLACE SEALANT AROUND HOLLOW METAL AND STOREFRONT

DOORS AND WINDOWS PER SPEC SECTION 07 90 00.

NOTE: ANY RENTAL COST AND MOBILIZATION DURING 15-DAY CURING PERIOD

SHALL BE AT NO COST TO THE COUNTY

PATCH CONCRETE SOFFITS OVER WINDOWS AND SLOPED SILLS WHERE OCCUR

SEE DETAIL 2/S102. USE CRACK LENGTH OF 36" AT EACH LOCATION FOR BASE

BID. EPOXY INJECTION REPAIR SHALL EXTEND THE FULL LENGTH OF THE

CRACK ALONG THE OVERHEAD AND VERTICAL FACES OF CONCRETE. SEE

SPECIFICATIONS FOR UNIT COST ADJUSTMENTS +/-

TYP.

7 77 7

TYP.

NOT ALL KEYNOTES APPLY TO THIS SHEET

TYP.

1 1

TYP.

9 PAINT CONCRETE SIDE WALLS IN WINDOW OPENINGS.

COLOR: TBD. REFER TO EXTERIOR ELEVATIONS ON 2/A300.

10 PATCH STUCCO SOFFIT AND/OR SLOPED SILLS WHERE OCCUR

COLOR: WHITE- MATCH EXISTING STUCCO.

9 99

TYP.

ADDITION (STUCCO EXTERIOR) ORIGINAL CONC. STRUCTURE

ORIGINAL

CONC. STRUCTURE

ADDITION

(STUCCO EXTERIOR)

ORIGINAL

CONC. STRUCTURE

ADDITION

(STUCCO EXTERIOR)

STUCCO EXTERIOR

CONCRETE STRUCTURE

GAP BETWEEN WALL AND FLATWORK TO

BE RESEALED

STUCCO SOFFIT AND SILL TO BE

PATCHED

CONCRETE SOFFIT TO BE PATCHED

ESTIMATED NUMBER OF CRACKS WITH

EFFLORESENCE STAINING AT WINDOW

SOFFIT THAT REQUIRE EPOXY

INJECTION FOR REPAIR. VERIFY IN

FIELD. SEE KEYNOTE 7 FOR PATCH.

LEGEND:

SOFFIT

ONLY

SOFFIT ONLY

SOFFIT

ONLY

BROWN STREET

CONCRETE SPALL OCCURS ON SPANDEL ABOVE WINDOW. REMOVE SPALL TO

EXTENTS AND REPAIR PER DETAIL 1/S102. PROVIDE GROUT REPAIR MOCKUP TO

MATCH COLOR AND TEXTURE PRIOR TO INSTALLATION.

11 ABOVE

WINDOW

1 3 3 6 2 2

ROOF ABOVE

TRELLIS ABOVE

12 PREP, PRIME, PAINT ALUMINUM WINDOW SYSTEM FRAMES.

COLOR: DARK TEAL (RGB: 26,47,50) TO MATCH RAILINGS.

SOFFIT

ONLY

6 6

REPLACE SCUPPER AND ADD NEW DOWN SPOUT.

COLOR: TBD.

C E

A C

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ARCHITECT

REVISIONS

SHEET TITLE

SHEET NO.

JOB NO.: Y2505.00

DATE: 02/13/2026

NO. DESCRIPTION DATE

C oo m bs

S t, N ap a, C

CONSULTANT

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CONSTRUCTION DOCUMENTS

AGENCY APPROVAL

PW 25-13A

LIBRARY

FIRST FLOOR PLAN

A110

N O

Xref .\NL Keynotes.dwg

SCALE: 1/8" = 1'-0"

LIBRARY EXTERIOR ELEVATION - WEST

SCALE: 1/8" = 1'-0"

LIBRARY EXTERIOR ELEVATION - EAST

SCALE: 1/8" = 1'-0"

LIBRARY EXTERIOR ELEVATION - NORTH

SCALE: 1/8" = 1'-0"

LIBRARY EXTERIOR ELEVATION - SOUTH

GENERAL NOTES:KEYNOTES:

1 RESEAL GAP BETWEEN EXTERIOR WALL AND FLATWORK AROUND PERIMETER

2 REPAINT RAILING. SEE SPEC SECTION 09 91 13

COLOR: DARK TEAL (RGB: 26, 47, 50)

3 REPAINT STUCCO FINISHES, COLOR: WHITE TO MATCH EXISTING STUCCO.

5 REPAINT HOLLOW METAL DOORS AND FRAMES. COLOR TBD.

7 PATCH CONCRETE SOFFITS OVER WINDOWS.SEE DETAIL 2/S102. USE CRACK

LENGTH OF 36" AT EACH LOCATION FOR BASE BID. EPOXY INJECTION REPAIR

SHALL EXTEND THE FULL LENGTH OF THE CRACK ALONG THE OVERHEAD

AND VERTICAL FACES OF CONCRETE. SEE SPECIFICATIONS FOR UNIT COST

ADJUSTMENTS +/-. AFTER PATCH, PAINT JAMBS AND SOFFIT OF OPENINGS

INCLUDING BEVEL. COLOR TBD.

8 REPLACE SCUPPER AND ADD NEW DOWN SPOUT.

COLOR: TBD.

PAINTED CONCRETE.

COLOR: TBD.

LEGEND:

SEALANT BETWEEN BUILDING EDGE AND FLATWORK TO BE

REMOVED AND REPLACED

SEALANT AROUND DOOR AND WINDOW FRAMES TO BE REMOVED

AND REPLACED.

6 6

4 64 6 4 6 4 6 66 6 44

3 3

7 7

7 7 7 7

NOT ALL KEYNOTES APPLY TO THIS SHEET 1. CONTRACTOR SHALL VERIFY EXISTING BUILDING CONDITIONS PRIOR TO PAINTING

AND RESEALING.

2. CLEAN AND PREP PERIMETER AROUND OPENINGS THAT RECEIVE NEW SEALANT.

MASK ALL JOINTS WITH MASKING TAPE, AND REMOVE IMMEDIATELY AFTER

TOOLING SEALANT.

3. THOROUGHLY POWER WASH AND CLEAN ALL SURFACES RECEIVING NEW PAINT.

PRIME AND PREPARE ALL SURFACES, FILL CRACKS, VOIDS AND HOLES WITH

MATERIAL SUITABLE TO SUBSTRATE. SCRAPE AND SAND LOOSE ANY PEELING

PAINT. SEE SPECIFICATIONS FOR ADDITIONAL SURFACE PREP INSTRUCTIONS AND

INFORMATION. CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL PAINT

OVER-SPRAY.

4. CLEANLY AND CAREFULLY MASK ALL DOOR HARDWARE NOT BEING REMOVED.

ANY NEW PAINT FOUND ON DOOR HARDWARE WILL REQUIRE THE CONTRACTOR

TO REMOVE THE HARDWARE COMPONENTS, CLEAN AND REINSTALL AT NO

ADDITIONAL COST TO THE OWNER. DO NOT PAINT CLEAR ANODIZED ALUMINUM

CONTINUOUS HINGES AT DOORS.

REPAINTED STUCCO.

COLOR: WHITE- MATCH EXISTING STUCCO.

3 33

9 PAINT FALSE SILL TO ALIGN WITH BOTTOM OF STUCCO AT THE SMALL KIDS' LIBRARY.

COLOR: TBD.

9 9 9 9 49

RAINSCREEN EXTERIOR

RAINSCREEN

EXTERIOR

RAINSCREEN

EXTERIOR

(E) RAINSCREEN EXTERIOR (NOT IN SCOPE)

(E) STANDING SEAM ROOF (NOT IN SCOPE)

10 (NOTE NOT USED)

CONCRETE SPALL OCCURS ON SPANDEL ABOVE WINDOW. REMOVE SPALL TO

EXTENTS AND REPAIR PER DETAIL 1/S102. PROVIDE GROUT REPAIR MOCKUP TO

MATCH COLOR AND TEXTURE PRIOR TO INSTALLATION.

7 7 11

12 PREP, PRIME, PAINT ALUMINUM WINDOW SYSTEM FRAMES.

COLOR: DARK TEAL (RGB: 26, 47, 50) TO MATCH RAILINGS

12 12

POWER WASH ALL EXTERIOR BUILDING SURFACE. PROTECT EXISTING

MURALS PRIOR TO COMMENCING WORK

REMOVE AND REPLACE SEALANT AROUND HOLLOW METAL AND STOREFRONT

DOORS AND WINDOWS PER SPEC SECTION 07 90 00.

NOTE: ANY RENTAL COST AND MOBILIZATION DURING 15-DAY CURING PERIOD

SHALL BE AT NO COST TO THE COUNTY

TYP.9 9 9

C E

A C

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ARCHITECT

REVISIONS

SHEET TITLE

SHEET NO.

JOB NO.: Y2505.00

DATE: 02/13/2026

NO. DESCRIPTION DATE

C oo m bs

S t, N ap a, C

CONSULTANT

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CONSTRUCTION DOCUMENTS

AGENCY APPROVAL

PW 25-13A

LIBRARY

EXTERIOR ELEVATIONS

A300

GENERAL NOTES

100SN001

1. INTERPRETATION OF DRAWINGS & SPECIFICATIONS

A. WHERE SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT, THEY ARE ARRANGED

IN SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS

OF THE WORK REQUIRED OF ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF

SUCH LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND THEIR

SUBCONTRACTORS.

B. IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF

CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK

INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATIONS, OR

VICE VERSA, SHALL BE FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT

PARTICULARLY DETAILED, MARKED OR SPECIFIED, SHALL BE IDENTICAL OR SIMILAR TO LIKE

CASES OF CONSTRUCTION THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS

OCCUR ON DRAWINGS AND/OR SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR

METHODS WILL PREVAIL.

C. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK

DONE BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT AT ONCE AND IN WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK

SO AFFECTED WITHOUT HAVING GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING

THE NECESSARY APPROVAL, DECISION OR INSTRUCTIONS IN WRITING FROM THE OWNER,

THEN THE CONTRACTOR SHALL HAVE NO VALID CLAIM AGAINST THE OWNER, FOR THE

COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT.

NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR BE THE BASIS FOR

ANY CLAIM AGAINST THE OWNER, ITS OFFICERS, EMPLOYEES OR AGENTS. THE

FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS

IN THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE

ERROR IS SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR

ON NOTICE THAT, SHOULD THE CONTRACTOR ELECT TO PROCEED, THEY ARE DOING SO AT

THEIR OWN RISK.

2. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.

3. SHOP DRAWING NOTE:

A. WHEN NOT ADDRESSED BY DIVISION 1 OF THE SPECIFICATIONS, SUBMITTALS SHALL BE

ELECTRONIC PDF FORMAT.

B. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE

TO THE STRUCTURAL ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN

CONCEPT BY INDICATING WHICH MATERIAL THE CONTRACTOR INTENDS TO FURNISH AND

INSTALL, AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS THE

CONTRACTOR INTENDS TO USE ON A STAND ALONE SET OF DOCUMENTS. DUPLICATION OF

DESIGN DOCUMENTS FOR THE PURPOSE OF SHOP DRAWINGS IS NOT ACCEPTABLE.

C. PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE

STRUCTURAL ENGINEER. SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT

NECESSARILY LIMITED TO, STRUCTURAL STEEL, REINFORCING STEEL, & GLUE-LAMINATED

BEAMS.

D. PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR

CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS

BEING "REVIEWED FOR CONFORMANCE".

E. SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT

CHANGE ORDERS.

F. ANY DETAIL ON THE SHOP DRAWINGS THAT DEVIATES FROM THE CONTRACT DOCUMENTS

SHALL CLEARLY BE MARKED WITH THE NOTE "THIS IS A CHANGE".

G. SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE

RESUBMITTAL FOR RE-REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL

CONTRACTOR. RE-REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE

GENERAL CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES.

4. SAFETY NOTE:

A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS

THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE

STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION

OF ALL FORMS AND SHORING REQUIRED. SHORING INDICATIONS (LOCATION, DIRECTION,

DURATION, ETC.) ARE ONLY SHOWN ON THE STRUCTURAL DRAWINGS WHEN REQUIRED TO

IMPLEMENT THE DESIGN INTENT OF THE FINAL WORK PRODUCT. DETERMINATION

WHETHER SHORING IS REQUIRED FOR TEMPORARY OR INTERMEDIATE CONDITIONS

DURING CONSTRUCTION IS WHOLLY THE RESPONSIBILITY OF THE CONTRACTOR.

C. THE OWNER AND THE STRUCTURAL ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR

THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER WHERE A

CONFLICT OR DISCREPANCY OCCURS BETWEEN THE STRUCTURAL DRAWINGS AND ANY

OTHER PORTION OF THE CONTRACT DOCUMENTS OR EXISTING FIELD CONDITIONS. SUCH

NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO AFFECT THE CONSTRUCTION

SCHEDULE. IN CASE OF A CONFLICT BETWEEN STRUCTURAL DRAWINGS AND SPECIFICATIONS

THE MORE RESTRICTIVE CONDITION SHALL TAKE PRECEDENCE UNLESS WRITTEN APPROVAL

HAS BEEN GIVEN FOR THE LEAST RESTRICTIVE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS

WITH ARCHITECTURAL PRIOR TO COMMENCING ANY WORK.

6. WHEN CONSTRUCTION ATTACHES TO OR IS WITHIN AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING BUILDING SHALL BE KEPT ON THE JOB SITE. CONTRACTOR TO

OBTAIN THESE DRAWINGS FROM THE OWNER (IF THEY ARE AVAILABLE).

7. CONTRACTOR SHALL PROVIDE AN ALLOWANCE EQUAL TO 2% OF THE BID FOR STRUCTURAL

STEEL, MISC. IRON AND REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE

STRUCTURAL ENGINEER. UNUSED AMOUNT TO REVERT TO THE OWNER UPON COMPLETION

OF THE JOB.

8. ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE OR DETAILS SHALL BE

REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED

ON A TIME AND MATERIALS BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT

THE SUBSTITUTION WILL BE ALLOWED.

9. DO NOT SCALE DRAWINGS. CONTACT THE ARCHITECT OR STRUCTURAL ENGINEER FOR ANY

DIMENSIONS NOT SHOWN.

10. THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY LOCAL BUILDING

OFFICIALS AND THE OWNER AND SIGNED BY THE STRUCTURAL ENGINEER.

DESIGN CRITERIA

100SN002

1. CODES AND STANDARDS

2025 CALIFORNIA BUILDING CODE (CBC)

ASCE 7-22

ACI 318-19

AISC 360-22, 341-22, 358-22

AISI S100-16 w/ S2-20, S240-20, S400-20

TMS 402/602-2022

2024 NDS, 2021 SDPWS

(A) -

AB -

ABV -

ADDL -

AHU -

ALT -

APPROX -

AR -

ARCH -

(B) -

BLDG -

BLKG -

BLW -

BM -

B.O. -

BOF -

BOTT -

BRCG -

BRG -

BTWN -

BYND -

CC -

CG -

CJ -

CJP -

CL -

CLG -

CLR -

CMU -

COL -

CONC -

CONN -

CONT -

CONTR -

COORD -

CSK -

DBL -

DF -

DIAG -

DL -

DWG -

(E) -

EA -

EF -

EFF -

EJ -

ELEC -

ELEV -

EN -

EOS -

EQ -

ES -

EW -

EXT -

FB -

FC -

FDN -

FF -

FRMG -

FRT -

FS -

FTG -

GA -

GALV -

GLB -

GR -

GYP -

HD -

HDG -

HDR -

HGR -

HK -

HORIZ -

HSB -

HSS -

HT -

INT -

OCCURS ABOVE

ANCHOR BOLT

ABOVE

ADDITIONAL

AIR HANDLING UNIT

ALTERNATE

APPROXIMATE

ANCHOR ROD

ARCHITECTURAL

OCCURS BELOW

BUILDING

BLOCKING

BELOW

BEAM

BOTTOM OF

BOTTOM OF FOOTING

BOTTOM

BRACING

BEARING

BETWEEN

BEYOND

CENTER TO CENTER

CENTER OF GRAVITY

CONSTRUCTION JOINT

COMPLETE JOINT PENETRATION

CENTERLINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

CONTRACTOR

COORDINATE

COUNTERSINK

DOUBLE

DOUGLAS FIR

DIAGONAL

DEAD LOAD

DRAWING

EXISTING

EACH

EACH FACE OR EDGE FASTENER

EFFECTIVE

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE NAILING

EDGE OF SLAB

EQUAL

EACH SIDE

EACH WAY

EXTERIOR

FACE OF BLOCK/BRICK OR FLAT BAR

FACE OF CONCRETE

FOUNDATION

FINISH FLOOR

FRAMING

FIRE RETARDANT TREATED

FACE OF STUD OR FAR SIDE

FOOTING

GAUGE OR GAGE

GALVANIZED

GLUED LAMINATED BEAM

GRADE

GYPSUM

HOLDOWN

HOT-DIPPED GALVANIZED

HEADER

HANGER

HOOK

HORIZONTAL

HIGH STRENGTH BOLT

HOLLOW STRUCTURAL SECTION

HEIGHT

INTERIOR

JH -

LL -

LLH -

LLV -

LONGIT -

LS -

LW -

LWC -

MECH -

MFR -

MI -

MTL -

(N) -

NIC -

NS -

NTS -

NW -

NWC -

o/ -

OD -

OH -

OPNG -

OSB -

PAF -

PC -

PERP -

PJ -

PJP -

PL -

PT -

PW -

REINF -

REQD -

RWD -

SC -

SCH -

SEOR -

SHTG -

SIM -

SJ -

SMS -

SOG -

SP -

SPCG -

SQ -

SS -

STD -

STFNR -

STGRD -

STL -

STRUCT -

SW -

T&B - T&G -

THRD -

TN -

T.O. -

TOC -

TOF -

TOS -

TOW -

TRANS -

TYP -

UNO -

VERT -

VIF -

WF -

WHS -

WP -

WS -

WWF -

XS -

XXS -

Ø -

JOIST HANGER

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LAG SCREW

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

MECHANICAL

MANUFACTURER

MALLEABLE IRON

MARK

METAL

NEW

NOT IN CONTRACT

NEAR SIDE

NOT TO SCALE

NORMAL WEIGHT

NORMAL WEIGHT CONCRETE

OVER

OUTSIDE DIAMETER

OPPOSITE HAND

OPENING

ORIENTED STRAND BOARD

POWER ACTUATED FASTENER

PIECE

PERPENDICULAR

PANEL JOINT

PARTIAL JOINT PENETRATION

PLATE

PRESSURE TREATED OR POST-TENSIONED

PUDDLE WELD

REINFORCING OR REINFORCEMENT

REQUIRED

REDWOOD

SLIP CRITICAL

SCHEDULE

STRUCTURAL ENGINEER OF RECORD

SHEATHING

SIMILAR

SLAB CONTROL JOINT

SHEET METAL SCREW

SLAB-ON-GRADE

STRUCTURAL PANEL

SPACING

SQUARE

STAINLESS STEEL

STANDARD

STIFFENER

STAGGERED

STEEL

STRUCTURAL

SHEAR WALL

TOP & BOTTOM

TONGUE & GROOVE

THREADED

TOE NAIL

TOP OF

TOP OF CONCRETE (SLAB UNO)

TOP OF FOOTING OR TOP OF FRAMING

TOP OF STEEL

TOP OF WALL

TRANSVERSE

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VERIFY IN FIELD

WIDE FLANGE

WELDED HEADED STUD

WORK POINT

WOOD SCREW

WELDED WIRE FABRIC

EXTRA STRONG

DOUBLE EXTRA STRONG

ROUND OR DIAMETER

ABBREVIATIONS

100SN003

STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING

110SN001

1. SPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED BY A TESTING AND INSPECTION

AGENCY, EMPLOYED BY THE OWNER (OR OWNER'S AUTHORIZED AGENT), AND APPROVED BY

THE BUILDING OFFICIAL TO PROVIDE SPECIAL INSPECTIONS AND TESTING FOR THE

PARTICULAR TYPE OF CONSTRUCTION.

2. TABLES OF SPECIAL INSPECTIONS AND TESTING ARE DERIVED FROM THE STRUCTURAL

PROVISIONS OF THE CBC AND REFERENCED STANDARDS AND ARE FOR REFERENCE ONLY.

THE INCLUDED TABLES ARE PROVIDED FOR THE CONVENIENCE OF THE OWNER, TESTING

AGENCY AND CONTRACTOR IN DEVELOPING THE SCOPE OF WORK FOR REQUIRED TESTING

AND INSPECTION OF STRUCTURAL MATERIALS AND COMPONENTS. REFER TO THE

SPECIFICATIONS FOR ADDITIONAL SPECIAL INSPECTION AND TESTING REQUIREMENTS. FINAL

DEFINITION OF THIS SCOPE OF WORK IS TO BE DETERMINED BY THE TESTING AGENCY AND

THE OWNER (OR OWNER'S AUTHORIZED AGENT).

3. FREQUENCY OF SPECIAL INSPECTIONS AND TESTING SHALL BE, AT A MINIMUM, AS NOTED FOR

THE INDIVIDUAL ELEMENTS WITHIN THE TABLES BELOW. THE CONTRACTOR SHALL

COORDINATE TIMING OF SPECIAL INSPECTIONS AND TESTING WITH THE SPECIAL INSPECTION

AND TESTING AGENCY.

4. PRIOR TO THE START OF CONSTRUCTION, THE TESTING AND INSPECTION AGENCY SHALL

PROVIDE DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING COMPETENCE AND

RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE

SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION, IN ACCORDANCE WITH CBC

SECTION 1704.2.1.

5. THE TESTING AND INSPECTION AGENCY SHALL SUBMIT REPORTS OF SPECIAL INSPECTIONS

AND TESTS TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER OF RECORD AND THE

CONTRACTOR, PER CBC SECTION 1704.2.4. THE REPORTS SHALL INDICATE THE NATURE AND

EXTENT OF INSPECTIONS AND TESTS, THE LOCATION WHERE THE INSPECTIONS AND TESTS

WERE PERFORMED, AND WHETHER WORK INSPECTED OR TESTED CONFORMED TO THE

APPROVED CONSTRUCTION DOCUMENTS. ANY DISCREPANCIES SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES

ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING

OFFICIAL AND THE STRUCTURAL ENGINEER OF RECORD.

6. SPECIAL INSPECTION AND TESTING RECORDS SHALL BE RETAINED BY THE CONTRACTOR ON

SITE UNTIL COMPLETION OF CONSTRUCTION.

7. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT TO THE BUILDING OFFICIAL

ACKNOWLEDGING RESPONSIBILITY FOR CONSTRUCTION OF THE MAIN LATERAL-FORCE

RESISTING SYSTEM PRIOR TO COMMENCEMENT OF THAT WORK AS REQUIRED BY CBC

SECTION 1704.4.

8. THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL SUBMIT TO THE BUILDING OFFICIAL, A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND TESTS PER CBC SECTION 1704.2.4, AND REPORTS AND CERTIFICATES PER CBC SECTION 1704.5.

9. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED DURING CONSTRUCTION ON THE

WORK SHOWN IN THE CONSTRUCTION DOCUMENTS AS REQUIRED BY CBC CHAPTER 17, THE

TABLES LISTED BELOW, AND THE JURISDICTION'S SPECIAL INSPECTION AND TESTING FORM.

IF DISCREPANCIES ARE NOTED, CONTACT THE SEOR. ALL EXCEPTIONS INCLUDED IN CBC

CHAPTER 17 ARE PERMITTED TO BE USED, WHERE APPLICABLE.

• CONCRETE REPAIRS

3. VERIFY USE OF REQUIRED DESIGN

CONCRETE REPAIR MORTAR.

ACI 318: CH. 19, 26.4.3,

26.4.4

- X

4. INSPECT CONCRETE REPAIR AREA

FOR PROPER APPLICATION

TECHNIQUES.

ACI 318: 26.5

5. VERIFY MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND

TECHNIQUES.

ACI 318: 26.5.3-26.5.5- X

6. INSPECT REPAIR AREA PREPARATION

FOR SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE

MEMBER BEING REPAIRED.

ACI 318: 26.11.1.2(b)- X

X -

TYPE

CONCRETE CONSTRUCTION - REQUIRED SPECIAL INSPECTIONS AND TESTS

CBC TABLE 1705.3

110SN301

CONTINUOUS REFERENCED STANDARD aPERIODIC

1. INSPECT REINFORCEMENT FOR

DAMAGE PRIOR TO REPAIR

PATCHING.

ACI 318 CH. 20, 25.2, 25.3,

26.6.1-26.6.3

- X

2. REINFORCING BAR WELDING:

T A T E O F C A L I F O R N I A

STRUCTURAL

EFORP

R E

G E

S I N

I N E

E R

600 Q Street, Suite 100 Sacramento, CA 95811 www.nachtlewis.com 916.329.4000

600 Q STREET, SUITE 200

SACRAMENTO, CA 95811

916 443 0303

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REVISIONS

SHEET TITLE

SHEET NO.

JOB NO.: Y2505.00

DATE: 02/13/2026

NO. DESCRIPTION DATE

C oo m bs

S t, N ap a, C

CONSULTANT

CONSTRUCTION DOCUMENTS

AGENCY APPROVAL

BRIAN S.

WIENS

No. 6259

GENERAL NOTES

S101

APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE

GENERAL NOTES

APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE

STRUCTURAL SPECIAL INSPECTIONS AND TESTING

MATERIALS:

1. PARTICULAR PRODUCTS MAY BE SPECIFIED FOR REPAIRS, FOR COATING SURFACES, OR FOR

OTHER USES. THE CONTRACTOR SHALL USE THE SPECIFIED PRODUCTS, OR REQUEST THE USE OF AN ALTERNATIVE PRODUCT BY SUBMITTING FULL AND DETAILED EVIDENCE THAT THE ALTERNATIVE PRODUCT IS EQUIVALENT IN EVERY WAY. IT IS SOLELY INCUMBENT UPON THE CONTRACTOR TO

DEMONSTRATE PRODUCT EQUIVALENCY WHERE ALTERNATIVE PRODUCTS ARE REQUESTED. NO

SCHEDULE DELAYS OR COST CHANGES WILL BE ACCEPTED IN CONJUNCTION WITH CONTRACTOR

REQUESTS FOR THE USE OF ALTERNATIVE PRODUCTS. ALL CHANGES TO BE SUBMITTED TO THE

ENGINEER-OF-RECORD FOR REVIEW.

A. CONCRETE: SIKATOP-123 PLUS

B. REINFORCEMENT CORROSION PROTECTION: SIKA ARMATEC -110 EPOCEM

NOTES:

1. THESE NOTES HIGHLIGHT CONTRACTOR REQUIREMENTS IN MANY IMPORTANT AREAS OF THE

WORK. THEY ARE NOT STAND-ALONE REQUIREMENTS. THIS WORK MUST BE COORDINATED WITH

THE CONTRACT DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THIS WORK

WITH THE CONTRACT DRAWINGS TO ASSURE THAT ALL PROJECT REQUIREMENTS ARE FULFILLED.

2. CONTRACTOR QUALIFICATIONS: CONTRACTOR SHALL BE QUALIFIED IN THE FIELD OF CONCRETE

REPAIR AND PROTECTION WITH A SUCCESSFUL TRACK RECORD OF 5 YEARS OR MORE.

CONTRACTOR SHALL MAINTAIN QUALIFIED PERSONNEL WHO HAVE RECEIVED PRODUCT TRAINING

BY A MANUFACTURER'S REPRESENTATIVE.

3. REFER TO ACI RAP-6 "VERTICAL AND OVERHEAD SPALL REPAIR BY HAND APPLICATION" FOR

BACKGROUND AND DETAILED DESCRIPTION OF THIS METHOD.

4. INSTALL MATERIALS IN ACCORDANCE WITH ALL SAFETY, WEATHER CONDITIONS, MATERIAL

HANDLING AND INSTALLATION PROCEDURES REQUIRED BY THE MANUFACTURER, OR AS MODIFIED BY APPLICABLE RULES AND REGULATIONS OF LOCAL, STATE, AND FEDERAL AUTHORITIES HAVING

JURISDICTION. CONSULT MATERIAL SAFETY DATA SHEETS FOR COMPLETE HANDLING

RECOMMENDATIONS

5. IN ALL CASES, THE EXACT RECOMMENDATIONS OF THE PRODUCT MANUFACTURER FOR

PREPARATORY WORK AND ACTUAL PLACEMENT OF REPAIR MATERIALS SHALL BE STRICTLY

ADHERED TO. IN THE EVENT OF A CONFLICT BETWEEN A MANUFACTURER'S RECOMMENDATION

AND THESE DRAWINGS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER

FOR RESOLUTION.

6. TOOLS AND EQUIPMENT:

A. ALL CONCRETE REMOVAL SHALL BE DONE WITH SMALL, HAND-HELD PNEUMATIC CHIPPING

TOOLS. USE OF LARGER TOOLS MAY DAMAGE SUBSTRATE OR REINFORCEMENT. REMOVAL

SHALL BE PERFORMED USING A 15-POUND JACKHAMMER UNLESS ALTERNATE METHODS ARE

SUBMITTED FOR REVIEW BY THE ENGINEER. CARE SHALL BE TAKEN TO PREVENT ANY OIL,

LUBRICANTS OR OTHER MATERIALS DETRIMENTAL TO BONDING OF PATCHING MATERIALS TO

CONCRETE FROM CONTACTING THE SURFACE OF THE AREA BEING CHIPPED.

B. POWER WIRE BRUSH CLEANING DENOTES THE USE OF A HAND-HELD TOOL WITH A ROTARY

WIRE BRUSH. THE BRUSH SHALL HAVE SHORT, STIFF WIRE BRISTLES IN ORDER TO ASSURE

THAT FULL MANUAL PRESSURE CAN BE APPLIED FOR EFFECTIVE REMOVAL OF RUST AND

CORROSION.

C. NEEDLE SCALING DENOTES CLEANING USING PNEUMATIC TOOLS UTILIZING A GROUP OF SMALL

DIAMETER STEEL RODS POWERED BY AN INTERNAL PISTON.

D. HIGH PRESSURE WATER CLEANING DENOTES CLEANING USING WATER SPRAYED THROUGH A

NOZZLE AT HIGH PRESSURE (3,000 TO 10,000 PSI). WHEN SAND IS MIXED WITH THE WATER

SPRAY FASTER CLEANING AND ROUGHER SURFACES ARE PRODUCED.

E. ABRASIVE BLAST DENOTES CLEANING USING ABRASIVES MIXED WITH PRESURIZED AIR AND

PROJECTED THROUGH A NOZZLE. WHERE WATER IS INJECTED AT THE NOZZLE, DUST CAN BE

REDUCED.

7. EXECUTION:

A. PRIOR TO REPAIR, IDENTIFY AND MARK THE PERIMETER OF PLANNED REPAIR AREAS. IF

REINFORCING CORROSION IS IDENTIFIED IN THE REPAIR AREA, USE CHIPPING HAMMER TO

EXPOSE THE REINFORCEMENT UNTIL UNCORRODED BAR IS FOUND. REPAIR AREA SHALL

ENCOMPASS THE BOUNDARY OF CORROSION THAT HAS BEEN DISCOVERED. PERIMETER OF

REPAIR AREAS SHALL BE A SIMPLE RECTANGULAR SHAPE WITH AS FEW RE-ENTRANT CORNERS

AS POSSIBLE. JOINING OF ADJACENT DAMAGED AREAS IS PREFERRED OVER MULTIPLE

REPAIRS SEPARATED BY SHORT DISTANCES OF ORIGINAL CONCRETE.

B. REVIEW AREA EXTENTS WITH ENGINEER.

C. SAWCUT PERIMETER OF REPAIR. DEPTH OF CUT SHALL BE 1/8-INCH MINIMUM AND SHALL NOT

BE DEEPER THAN COVER OVER EMBEDDED REINFORCING. DO NOT CUT OR OTHERWISE

DAMAGE EXISTING EMBEDDED ITEMS. THE EDGES OF THE REPAIR AREA SHALL BE CUT

PERPENDICULAR OR SLIGHTLY UNDERCUT TO AVOID FEATHER EDGING OF THE REPAIR

MATERIAL. DO NOT OVERCUT AT CORNERS OF REPAIR.

D. PERFORM CONCRETE REMOVAL DOWN TO SOUND, CLEAN CONCRETE. SURFACES SHALL BE

FREE OF BOND INHIBITING MATERIALS SUCH AS OILS, HARDENED EPOXY, FRACTURED AND

LOOSE OR DELAMINATED CONCRETE. CONCRETE SURFACES SHALL BE ROUGHENED TO A

PROFILE OF 1/4-INCH TO AID IN BOND AND MECHANICAL INTERLOCK OF REPAIR (ICRI CONCRETE SURFACE PROFILE (CSP) NO. 7 OR HIGHER, PER ICRI GUIDELINE NO. 310.2R). THICKNESS OF

REPAIR SHALL BE EQUAL OR GREATER THAN THE MINIMUM THICKNESS OF REPAIR MATERIALS.

E. WHERE REINFORCEMENT IS ENCOUNTERED IN THE REPAIR AREA AND ONE-QUARTER OR MORE

OF THE BAR DIAMETER IS EXPOSED, CONCRETE REMOVAL SHALL CONTINUE UNTIL A GAP 1/4"

LARGER THAN THE LARGEST AGGREGATE AND MINIMUM OF 3/4-INCH IS PROVIDED BENEATH

THE BAR. WHERE CORROSION IS IDENTIFIED THE FULL EXTENT OF THE CORROSION SHALL BE

EXPOSED.

F. CLEAN REINFORCING AS NECESSARY - REMOVE ALL HEAVY RUST AND SCALE. WHERE

PROTECTIVE COATINGS ARE SPECIFIED, FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR

SURFACE PREPARATION. ATTENTION SHALL MADE TO CLEAN ALL STEEL SURFACES INCLUDING

THE FAR SIDE OF EMBEDDED REINFORCING STEEL. WHERE REINFORCING IS HEAVILY

CORRODED AND DIAMETER IS REDUCED, REVIEW CONDITIONS WITH ENGINEER FOR REPAIR.

G. SECURE ANY LOOSE REINFORCING STEEL WITH TIE WIRE OR OTHER BAR SUPPORT SYSTEM TO

PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT.

H. WASH CONCRETE SURFACE USING HIGH PRESSURE WATER SPRAY TO REMOVE RESIDUAL

DUST, DEBRIS, FRACTURED CONCRETE, AND CONTAMINANTS THAT PREVENT PROPER

BONDING. DO NOT ALLOW WASH PARTICULATE SLURRY TO SETTLE OR REMAIN ON PREPARED

SURFACES.

I. APPLY A SCRUB COAT OF REPAIR MATERIAL TO PREPARED SURFACE FILLING ALL PORES AND VOIDS. SURFACE OF SUBSTRATE SHALL BE IN A SATURATED SURFACE DRY CONDITION AT TIME

OF PLACEMENT.

J. PLACE REPAIR MATERIAL IN LIFTS WITHIN THICKNESS ALLOWED BY MANFACTURER. ENSURE

COMPLETE FILLING OF VOIDS BEHIND ANY INCLUDED REBAR. PACKING OF MATERIAL MAY BE

REQUIRED. INTERMEDIATE LIFTS SHALL BE INTENTIALLY ROUGHENED AS INDICATED BY

MANUFACTURER. FINAL REPAIR LIFTS SHALL MATCH THE HEIGHT AND TEXTURE OF ADJACENT

SURFACES.

K. PROTECT REPAIR MATERIAL AND CURE FOLLOWING MANUFACTURER'S RECOMMENDATIONS.

L. VISUALLY EXAMINE REPAIR CONFIRMING THOROUGH CONSOLIDATION AND ADEQUATE BONDING

TO SUBSTRATE. HAMMER SOUND TO CHECK FOR VOIDS OR DELAMINATIONS. IF REQUIRED BY

ENGINEER, PERFORM UNIAXIAL BOND TEST ON CORE DRILLED THROUGH THE REPAIR INTO THE

SUBSTRATE IN ACCORDANCE WITH ACI 503R APPENDIX.

M. PREPARE SURACE FOR SPECIFIED FINISHES AND CONFIRM APPEARANCE ACCEPTABLE TO THE

ARCHITECT AND OWNER.

(E) VOID OR DAMAGE

(E) CONCRETE ELEMENT

PROVIDE GAP 1/4" LARGER

THAN THE LARGEST

AGGREGATE & MINIMUM OF

3/4" TYP

ENSURE COMPLETE FILLING

BEHIND ANY INCLUDED

REINFORCING

EDGES SHALL BE NORMAL TO

THE SURFACE OR SLIGHTLY

UNDERCUT

PREPARE SURFACES FOR

PLACEMENT

CLEAN & REPAIR OR SUPPLEMENT

REINF WHERE NECESSARY

APPLY MATERIAL IN LIFTS

MEETING THE MANUFACTURER'S

THICKNESS REQUIREMENTS

(E) CONCRETE

ELEMENT

INJECTION PORT

(E) CRACK, PARTIAL

THICKNESS

INJECTION PORT

(E) CRACK, THROUGH

THICKNESS

PROVIDE INJECTION

PORTS IF INJECTING

FROM BOTH SIDES OF

ELEMENT

CAP SEAL WHERE FAR

SIDE IS ACCESSIBLE

MATERIALS:

A. RESIN (CONFORM TO ASTM C-881): SIKA SIKADUR 35 HI-MOD LV, HILTI CI 060 EP, SIMPSON CI-LV, OR APPROVED EQUAL.

B. SURFACE SEALER: SIKADUR INJECTION GEL, HILTI CI 070 EP, SIMPSON CIP-LO, OR APPROVED

EQUAL.

C. PORTING DEVICES: AS REQUIRED FOR EITHER MANUAL OR AUTOMATED APPLICATION. DEVICES

SHALL BE COMPATIBLE WITH EQUIPMENT USED.

NOTES:

1. REFER TO ACI RAP-1 "STRUCTURAL CRACK REPAIR BY EPOXY INJECTION" FOR BACKGROUND AND

DETAILED DESCRIPTION OF THIS METHOD.

2. CONTRACTOR QUALIFICATIONS: CONTRACTOR SHALL BE QUALIFIED IN THE FIELD OF CONCRETE

REPAIR AND PROTECTION WITH A SUCCESSFUL TRACK RECORD OF 5 YEARS OR MORE.

CONTRACTOR SHALL MAINTAIN QUALIFIED PERSONNEL WHO HAVE RECEIVED PRODUCT TRAINING

BY A MANUFACTURER'S REPRESENTATIVE.

3. INSTALL MATERIALS IN ACCORDANCE WITH ALL SAFETY, WEATHER CONDITIONS, MATERIAL

HANDLING AND INSTALLATION PROCEDURES REQUIRED BY THE MANUFACTURER, OR AS MODIFIED BY APPLICABLE RULES AND REGULATIONS OF LOCAL, STATE, AND FEDERAL AUTHORITIES HAVING

JURISDICTION. CONSULT MATERIAL SAFETY DATA SHEETS FOR COMPLETE HANDLING

RECOMMENDATIONS.

4. EXECUTION:

A. PRIOR TO REPAIR, REVIEW CRACKING TO IDENTIFY IF THROUGH-THICKNESS CRACKING MAY

EXIST.

B. AREAS TO BE SEALED MUST BE CLEAN AND FREE OF CONTAMINANTS AND MOISTURE.

C. ROUT CRACKS WHERE NECESSARY TO REMOVE LOOSE MATERIAL AT EDGES.

D. SET PORTING DEVICES, SPACE APPROPRIATELY TO ALLOW MAXIMUM FILLING OF CRACKS .

E. APPLY SURFACE SEALER. SEAL THE FAR SIDE OF CRACKS THAT EXTEND THROUGH THE

ELEMENT. PROTECT REPAIR AREAS FOR POTENTIAL LEAKS.

F. FOLLOWING SUFFICIENT CURE OF SURFACE SEALER, INJECT EPOXY RESIN UNTIL REFUSAL. FILL

CRACKS WHEN THEY ARE WIDEST - DURING THE COOLEST PART OF THE DAY TO MAXIMIZE

MATERIAL FILL.

G. FOLLOWING CURE OF RESIN, COMPLETELY REMOVE PORTS AND CAP SEAL.

H. CONFIRM SUCCESSFUL INJECTION USING CORES OR NON-DESTRUCTIVE EVALUATION.

I. PREPARE SURFACE FOR SPECIFIED FINISHES AND CONFIRM APPEARANCE ACCEPTABLE TO THE

ARCHITECT AND OWNER.

J. REMOVE ANY EPOXY ON CONCRETE SURFACE TO MATCH EXISTING FINISH -

MOCK-UP FINISH FOR ARCHITECT APPROVAL PRIOR TO PROCEEDING WITH WORK.

DETAIL

S102

3" = 1'-0"1

VERT OR OVERHEAD

CONC SURFACE REPAIR

300SD813 - Vertical or Overhead Concrete Surface Repair

T A T E O F C A L I F O R N I A

STRUCTURAL

EFORP

R E

G E

S I N

I N E

E R

600 Q Street, Suite 100 Sacramento, CA 95811 www.nachtlewis.com 916.329.4000

600 Q STREET, SUITE 200

SACRAMENTO, CA 95811

916 443 0303

B u e h le r P ro je c t

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ARCHITECT

REVISIONS

SHEET TITLE

SHEET NO.

JOB NO.: Y2505.00

DATE: 02/13/2026

NO. DESCRIPTION DATE

C oo m bs

S t, N ap a, C

CONSULTANT

CONSTRUCTION DOCUMENTS

AGENCY APPROVAL

BRIAN S.

WIENS

No. 6259

TYPICAL STRUCTURAL

REPAIR NOTES AND DETAILS

S102

DETAIL NO SCALE

S102

CRACK REPAIR BY

PRESSURE INJECTION

300SD801

Final, Construction Intent Napa Library

April 08, 2025

Program: 24-414

DRAWINGS CHECKED BY:

Program Management

Design

Production

Installation

NOTE:

This document is used for coordinating signage review and feedback.

Fabricator is not to adjust existing work, Page will have note of existing elements

01/31/2025

02/10/2025

04/03/2025

04/08/2025

DATE: Revision Notes:Rev:

Draft 1

Draft 1 Rev. 1

Final

Revised

- Initial Release

- New layout with new color options Added different options for Building Identification Added two different signage family options.

- Added new sign INF.04 Adjusted Time on ID.04 & INF.02 with added copy Adjusted Arrow on DIR.02 Removed DIR.03, INF.01, IN.03 Updated Location Map

- Revised ID.04 to have message in top white panel, and removed from bottom panel

1.01 Cover Sheet

CONSTRUCTION

INTENT

Do Not Use As Fabrication Drawing

As Noted03.07.2025

1.02

24-414

580 Coombs St, Napa, CA

Revised - 02.10.2025 EQ

Final - 04-03-2025 EQ

Typography Symbols and Colors

050212CIV6

Original Issue: Scale:

Title:

Sheet:

Program Number: Drawn By:

Revisions / Bulletins:

Typography, Symbols and Colors

06.19.2013 As Noted

A.0

CONSTRUCTION

INTENT

Do Not Use As Fabrication Shop

Program Location:

13-NCPW-0001

1. 7.8.13 KS

Approval:

Checked by:

Prepared By:

580 Coombs Napa, CA

Typography

DIN BOLD

Napa County Library Logo Mark

Napa County Library Logo Mark w/ Copy

ArrowsNapa County Seal abcdefghijklmnopqrstuvwxyz

ABCDEFGHIJKLMNOPQRSTUVWXYZ

0123456789!?”

HELVETICA 57 CONDENSED

abcdefghijklmnopqrstuvwxyz

ABCDEFGHIJKLMNOPQRSTUVWXYZ

0123456789!?”

Symbols

Colors

Bruni Green Met.

Matthews Paint MP43443, Satin finish

C1 WHITE 3M Opaque 7725-10, 7125-10V1

Esmerelda Green Met.

Matthews Paint MP23420 Satin finish

WHITE Matthews Paint MP31645, Satin finish, or equivalent

Sea Reflections Matthews Paint MP07030 Satin finish

PAINT VINYL

FEDERAL BLUE

595B -15090 Satin finish, or equivalent

FABRICATOR MUST PRESENT COLOR SAMPLES

PRIOR TO FABRICATION.

NAPA COUNTY LIBRARY | 580 Coombs St.

1.03 Location

INTENT

Do Not Use As Fabrication Drawing

As Noted03.07.2025

1.04

24-414

580 Coombs St, Napa, CA

Revised - 02.10.2025 EQ

Final - 04-03-2025 EQ

ID.01

Entry Monument ID

050212CIV6

Original Issue: Scale:

Title:

Sheet:

Program Number: Drawn By:

Revisions / Bulletins:

ID.01

Entry Monument ID

06.19.2013 As Noted

1.0

CONSTRUCTION

INTENT

Do Not Use As Fabrication Shop

Program Location:

13-NCPW-0001

1. 7.8.13 KS

2. 7.26.13 KS

Approval:

Checked by:

Prepared By:

580 Coombs Napa, CA

4' -6

5 1/4"

9'-0"

580 Coombs

A Commitment to ServiceA Tradition of Stewardship

Enriching lives with books and information

2' -1

7 / 8"

3 /

6' -8

1 FRONT VIEW

Scale: 3/4” = 1’-0”

3 TOP VIEW

Scale: 3/4” = 1’-0”

2 SIDE VIEW

Scale: 3/4” = 1’-0”

2" R.

2' -1

1 / 8"

DRAWING NOTES:

These documents are for design intent and shall be used only as a guide to produce the finished sizes, appearances and functions shown. The sign fabricator shall be responsible to meet all CBC Title 24 code compliance specifications for tactile letter spacing, tactile letter dimensioning, and braille dimensioning. The fabricator/ contractor shall be responsible for all structural, electrical, mechanical, foundation engineering, for all dimensions and familiarity with the site and the conditions it presents. GNU Group must be notified of any variations from the dimensions and conditions shown on this drawing. Shop drawings and details must be submitted to GNU Group for approval prior to proceeding with fabrication. All copy shall be proofread by client andany legal requirements checked by client’s legal department.

Sign Specifications:

1 – Dimensional Logo 6” thk fabricated aluminum, Painted C3, fully welded and reinforced

2 – Dimensional Logo 8“ thk fabricated aluminum, Painted C1,fully welded and reinforced

3 – Fabricated Sign Panels 1 1/2” thk, top panel painted C4, bottom panel painted C2, integrated with sign posts

4 – Dimensional Letters 1/2“ thick aluminum letters painted C1 and C3

5 – Digitally printed Copy Direct digitally printed copy

6 – Dimensional Plaque 1/8” thk aluminum, Painted, w/ first surface direct digital print application

General Notes:

Quantity = (1)

Digital printed elements to be protected with Clear Coat, Satin Finish

EXISTING ELEMENT

120˚

1/ 2"

6" 8 3/8"

2'-0 1/8"

INTENT

Do Not Use As Fabrication Drawing

As Noted03.07.2025

1.05

24-414

580 Coombs St, Napa, CA

Revised - 02.10.2025 EQ

Final - 04-03-2025 EQ

ID.02

Building ID

050212CIV6

Original Issue: Scale:

Title:

Sheet:

Program Number: Drawn By:

Revisions / Bulletins:

ID.02

Building ID

As Noted

2.0

Do Not Use As Fabrication Shop

Program Location:

1. 7.26.13 KS

Approval:

Checked by:

Prepared By:

580 Coombs Napa, CA

06.19.2013

CONSTRUCTION

INTENT

13-NCPW-0001 KS

ID.02

Building ID

1 1/2"

5' -0

4' -8

1' -0

3 1/4"

10 3/4"

9 1/8"

1 FRONT VIEW

Scale: 1/2” = 1’-0”

3 PLACEMENT DETAIL

Scale: NTS

2 SIDE VIEW

Scale: 1/2” = 1’-0”

CL Centered over entry doors

DRAWING NOTES:

Sign Specifications:

1 – Dimensional Logo Painted C1 & C3, fabricated aluminum

2 – Dimensional Letterforms Painted C1 & C3, fabricated aluminum, mechanically fastened to wall surface

General Notes:

Quantity = (1)

Fabrication Note:

Removal requires patch and paint prior to install of new logo and letterforms

INTENT

Do Not Use As Fabrication Drawing

As Noted03.07.2025

1.06

24-414

580 Coombs St, Napa, CA

Revised - 02.10.2025 EQ

Final - 04-03-2025 EQ

ID.03

Entry Monument ID / Kiosk

050212CIV6

Original Issue: Scale:

Title:

Sheet:

Program Number: Drawn By:

Revisions / Bulletins:

ID.03

Entry Monument ID /Kiosk

As Noted

3.0

Do Not Use As Fabrication Shop

Program Location:

1. 7.26.13 KS

Approval:

Checked by:

Prepared By:

580 Coombs Napa, CA

06.19.2013

CONSTRUCTION

INTENT

13-NCPW-0001 KS

Enriching lives with books and information

7' -3

9' -0

7 / 8"

3' -2

1' -1

3 / 8"

1' -4

1 / 2"

1 3/8" R.

1 FRONT VIEW

Scale: 3/4” = 1’-0”

3 TOP VIEW

Scale: 3/4” = 1’-0”

2 SIDE VIEW

Scale: 3/4” = 1’-0”

DRAWING NOTES:

Sign Specifications:

1 – Dimensional Logo 5” thk fabricated aluminum, Painted C3, fully welded and reinforced

2 – Dimensional Logo 6” thk fabricated aluminum, Painted C1, fully welded and reinforced

3 – Fabricated Sign Panel 1” thk fabricated aluminum, Painted C4, fully welded and reinforced

4 – Dimensional Letters 1/2“ thick aluminum letters painted C1 and C3

5 – Typography Digitally printed copy C1 & C3

6 – Info Holder Non-illuminated enclosed weatherproof case w/ hinged, framed lockable door and clear lexon face, Painted C2. Vinyl impregnated cork-board (weather proof, water tight seal)

General Notes:

Quantity = (1) Double Sided Sign Element

Digital printed elements to be protected with Clear Coat, Satin Finish

2'-0"

EXISTING ELEMENT

INTENT

Do Not Use As Fabrication Drawing

As Noted03.07.2025

1.07

24-414

580 Coombs St, Napa, CA

Revised - 02.10.2025 EQ

Final - 04-03-2025 EQ

ID.04

Parking Entry ID

Revised - 04.08.2025 EQ

050212CIV6

Original Issue: Scale:

Title:

Sheet:

Program Number: Drawn By:

Revisions / Bulletins:

ID.04

Parking Entry ID

As Noted

4.0

Do Not Use As Fabrication Shop

Program Location:

1. 7.26.13 KS

Approval:

Checked by:

Prepared By:

580 Coombs Napa, CA

06.19.2013

CONSTRUCTION

INTENT

13-NCPW-0001 KS

2" 3'

-0

3'-8"

2'-4 1/2"

5' -3

4' -1

1' -1

Mon: 9am - 8pm Tue: 9am - 8pm Wed: 9am - 8pm Thur: 9am - 8pm Fri: 10am - 6pm Sat: 10am - 6pm Sun: 1pm - 5pm

Additional Parking in the Garage

2" See you soon! ¡Nos vemos pronto!

1 FRONT VIEW - SIDE A

Scale: 3/4” = 1’-0”

3 TOP VIEW

Scale: 3/4” = 1’-0”

2 FRONT VIEW - SIDE B

Scale: 3/4” = 1’-0”

11 3/8" R.

1 3/8" R.

EXISTING ELEMENT

DRAWING NOTES:

Sign Specifications:

1 – Top Sign Panel 1” thk fabricated aluminum, Painted C4, mechanically fastened to sign posts

2 – Graphics Digitally printed, color to match C1 & C3

3 – Vinyl Graphics Vinyl, to match V1

4 – Sign Panel 1” thk fabricated aluminum, Painted C2, mechanically fastened to sign posts

General Notes:

Quantity = (2) See copy list for content Double Sided Sign Element

Digital printed elements to be protected with Clear Coat, Satin Finish

2" 1"

Hours

INTENT

Do Not Use As Fabrication Drawing

As Noted03.07.2025

1.08

24-414

580 Coombs St, Napa, CA

Revised - 02.10.2025 EQ

Final - 04-03-2025 EQ

DIR.01

Vehicular Directional

050212CIV6

Original Issue: Scale:

Title:

Sheet:

Program Number: Drawn By:

Revisions / Bulletins:

DIR.01

Vehicular Directional

As Noted

5.0

Do Not Use As Fabrication Shop

Program Location:

1. 7.8.13 KS

2. 7.26.13 KS

Approval:

Checked by:

Prepared By:

580 Coombs Napa, CA

06.19.2013

CONSTRUCTION

INTENT

13-NCPW-0001 KS

Returns

2" 3'

-0

3'-8"

2'-4 1/2"

6" 3"

5' -3

4' -1

1' -1

Returns

1 FRONT VIEW - SIDE A

Scale: 3/4” = 1’-0”

3 TOP VIEW

Scale: 3/4” = 1’-0”

2 FRONT VIEW - SIDE B

Scale: 3/4” = 1’-0”

DRAWING NOTES:

Sign Specifications:

1 – Top Sign Panel 1” thk fabricated aluminum, Painted C4, mechanically fastened to sign posts

2 – Graphics Digitally printed, color to match C1 & C3

3 – Vinyl Graphics Vinyl, to match V1

4 – Sign Panel 1” thk fabricated aluminum, Painted C2, mechanically fastened to sign posts

General Notes:

Quantity = (2) See copy list for content Double Sided Sign Element

Digital printed elements to be protected with Clear Coat, Satin Finish

1 3/8" R.

EXISTING ELEMENT

6" 3"

INTENT

Do Not Use As Fabrication Drawing

As Noted03.07.2025

1.09

24-414

580 Coombs St, Napa, CA

Revised - 02.10.2025 EQ

Final - 04-03-2025 EQ

DIR.01

Vehicular Directional

Layout 2

050212CIV6

Original Issue: Scale:

Title:

Sheet:

Program Number: Drawn By:

Revisions / Bulletins:

DIR.01

Vehicular Directional Layout 2

As Noted

5.1

Do Not Use As Fabrication Shop

Program Location:

1. 7.26.13 KS

Approval:

Checked by:

Prepared By:

580 Coombs Napa, CA

06.19.2013

CONSTRUCTION

INTENT

13-NCPW-0001 KS

Deliveries

Book Donations

Library Use Only

2" 3'

-0

3'-8"

2'-4 1/2"

5' -3

4' -1

1' -1

Sign Specifications:

1 – Top Sign Panel 1” thk fabricated aluminum, Painted C4, mechanically fastened to sign posts

2 – Graphics Digitally printed, color to match C1 & C3

3 – Vinyl Graphics Vinyl, to match V1

4 – Sign Panel 1” thk fabricated aluminum, Painted C2, mechanically fastened to sign posts

General Notes:

Quantity = (2) See copy list for content Double Sided Sign Element

Digital printed elements to be protected with Clear Coat, Satin Finish

1 3/8" R.

EXISTING ELEMENT

1 FRONT VIEW - SIDE A

Scale: 3/4” = 1’-0”

3 TOP VIEW

Scale: 3/4” = 1’-0”

2 FRONT VIEW - SIDE B

Scale: 3/4” = 1’-0”

DRAWING NOTES:

3" 3"

INTENT

Do Not Use As Fabrication Drawing

As Noted03.07.2025

1.10

24-414

580 Coombs St, Napa, CA

Revised - 02.10.2025 EQ

Final - 04-03-2025 EQ

DIR.02

Pedestrian Directional

050212CIV6

Original Issue: Scale:

Title:

Sheet:

Program Number: Drawn By:

Revisions / Bulletins:

DIR.02

Pedestrian Directional

As Noted

6.0

Do Not Use As Fabrication Shop

Program Location:

1. 7.26.13 KS

Approval:

Checked by:

Prepared By:

580 Coombs Napa, CA

06.19.2013

CONSTRUCTION

INTENT

13-NCPW-0001 KS

4" 3'

-3

1' -8

5" 2"

2'-0"

1'-4"

5' -5

3 1/2"

1 3/8" R.

Main Entrance

1 FRONT VIEW - SIDE A

Scale: 1” = 1’-0”

3 TOP VIEW

Scale: 1” = 1’-0”

2 FRONT VIEW - SIDE B

Scale: 1” = 1’-0”

3/4" R.

EXISTING ELEMENT

D…

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File details come from the government source that posted it. Updated Jun 29, 2026.