B08_Attachment_4_Drawings_REDW_266848_NOC_HVAC.pdf

PDF 15 MB Posted Jun 18, 2025

Attached to: Repair/Replace HVAC at HQ/NOC, NPS-REDW
Solicitation number: 140P8425R0001
Issued by: Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI · Jun 18, 2025

These are architectural and engineering design drawings for replacing HVAC system components at the North Operations Center (NOC) in Redwood National and State Parks, located in Del Norte County, California. The comprehensive set of 33 sheets includes structural, mechanical, and electrical plans for both the maintenance and warehouse buildings, covering demolition, new equipment installation, piping, electrical upgrades, and foundation modifications. Key elements include replacing make-up air units, fan coil units, condensing units, and associated mechanical and electrical infrastructure, with two primary bid options that provide flexibility in the project scope. The drawings are dated August 14, 2024, and prepared by Anderson Hallas Architects with engineering contributions from JVA (structural), 360 Engineering (mechanical/plumbing), and AE Design (electrical), indicating a multi-disciplinary approach to the facility systems upgrade.

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BID OPTIONS

BID OPTION #1: THIS ITEM CONSISTS OF REPLACEMENT OF PAINT ROOM MAKE-UP AIR UNIT

AND ASSOCIATED SCOPE, INCLUDING MECHANCIAL EQUIPMENT AND ELECTRICAL UPGRADES.

1. DO NOT SCALE DRAWINGS

2. ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES. REFER TO INDIVIDUAL

DISCIPLINE SHEETS FOR APPLICABLE CODE INFORMATION BEYOND 2021 EXISTING BUILDING

CODE (IEBC). NO CHANGE TO BUILDING OCCUPANCY, USE OR EGRESS IS PROPOSED.

3. ALL DIMENSIONS ARE TO FACE OF STRUCTURE OR WALL FACE UNLESS OTHERWISE NOTED.

ALL DIMENSIONS INDICATING REQUIRED CLEARANCES ARE TO FACE OF FINISH UNLESS

OTHERWISE NOTED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELF WITH THE

CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING

THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH

CONSTRUCTION. CONTRACTOR SHALL NOTIFY C.O. IN WRITING OF ANY DISCREPANCY

WITHIN THE CONTRACT DOCUMENTS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING

WITH DESIGN CONSTRUCTION.

5. SHOULD THERE BE ANY QUESTIONS CONCERNING THE CONTRACT DOCUMENTS, EXISTING

CONDITIONS, AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING A CLARIFICATION FROM THE C.O. PRIOR TO PROCEEDING WITH THE WORK, OR

RELATED WORK IN QUESTION.

6. ARCHITECTURAL FINISH IS SCOPE INCLUDED ON MECHANICAL DRAWINGS.

GENERAL NOTES

PACIFIC WEST

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

SHEET

DEPARTMENT OF THE INTERIOR

UNITED STATES

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING DRAWING NO.

PMIS/PKG NO.

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with design

Development (Title I)

Drawing No.

Variance from Design Development (Title I)

Approved by Superintendent on

Date

Construction Drawing Not Preceded by

Design Development (Title I)

Project Manager Date

InitialDateREVISIONSheetMark

NORTH OPERATIONS CENTER

REDWOOD NATIONAL AND STATE PARKS

CALIFORNIAPACIFIC WEST DEL NORTE

FINAL CDs

CALIFORNIA

ANDERSON HALLAS ARCHITECTS, PC

STRUCTURAL:

JVA, INC.

BOULDER, CO

80302

MECHANICAL /

PUMBING:

360 ENGINEERING

GOLDEN, CO

80403

ELECTRICAL:

AE DESIGN

DENVER, CO

80202

PRIME / ARCH:

ANDERSON

HALLAS, PC

GOLDEN, CO

80401

- 140P2019D0016

PMIS

M A ut od es k

D oc s:

//2

N P

S R

E D

W N or th

O pe ra tio ns C en te r H

V A

C /2

N P

S R

E D

W N

O C

_H V

A C

.r vt

REPLACE HVAC COMPONENTS AT NOC

1 33

266848

193865

266848

PROJECT LOCATION

REDWOOD NATIONAL PARK

PROJECT LOCATION

REPLACE HVAC SYSTEM COMPONENTS AT NORTH OPERATIONS CENTER

SHEET SUB SHEET TITLE OF SHEET

GENERAL

1 G000 COVER SHEET

STRUCTURAL

2 S001 STRUCTURAL GENERAL NOTES

3 S002

STRUCTURAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, &

SECTIONS

4 S101 FOUNDATION PLAN - MAINTENANCE BUILDING

5 S102 FOUNDATION PLAN - MAINTENANCE BUILDING - BID OPTION #1

6 S111 ROOF FRAMING PLAN - MAINTENANCE BUILDING

7 S112 FOUNDATION & ROOF FRAMING PLAN - WAREHOUSE BUILDING

MECHANICAL

8 M000 MECHANICAL COVER SHEET

9 M001 MECHANICAL DETAILS

10 M002 MECHANICAL COMCHECK

11 M003 MECHANICAL COMCHECK

12 MD01 MECHANICAL DEMO PLAN - MAINTENANCE BUILDING

13 MD02 MECHANICAL DEMO PLAN - MAINTENANCE BUILDING - BID OPTION #1

14 MD03 MECHANICAL DEMO PLAN - WAREHOUSE BUILDING

15 M101 MECHANICAL FLOOR PLAN - MAINTENANCE BUILDING

16 M102 MECHANICAL FLOOR PLAN - MAINTENANCE BUILDING - BID OPTION #1

17 M103 MECHANICAL FLOOR PLAN - WAREHOUSE BUILDING

18 M104 MECHANICAL PIPING PLAN - MAINTENANCE BUILDING

19 M105 MECHANICAL PIPING PLAN - MAINTENANCE BUILDING - BID OPTION #1

20 M200 MECHANICAL ENLARGED PLAN - MAINTENANCE BUILDING

21 M201 MECHANICAL ENLARGED PIPING PLAN - MAINTENANCE BUILDING

22 M500 MECHANICAL SCHEDULES

23 M501 MECHANICAL SCHEDULES

24 M700 MECHANICAL SEQUENCE OF OPERATIONS

ELECTRICAL

25 E001 ELECTRICAL COVER SHEET

26 ED01 DEMOLITION ELECTRICAL PLAN - MAINTENANCE BUILDING

27 ED02 DEMOLITION ELECTRICAL PLAN - WAREHOUSE BUILDING

28 E101 ELECTRICAL PLAN - MAINTENANCE BUILDING

29 E102 ELECTRICAL PLAN - WAREHOUSE BUILDING

30 E300 DEMOLITION ELECTRICAL ONE-LINE DIAGRAM

31 E301 NEW ELECTRICAL ONE-LINE DIAGRAM

32 E302 ELECTRICAL SCHEDULES

33 E303 ELECTRICAL SCHEDULES

REDWOOD NATIONAL

AND STATE PARKS

REDWOOD

NATIONAL AND

STATE PARKS

ENLARGED AREA - CRESCENT CITY, CALIFORNIA EXTENTS OF REDWOOD NATIONAL AND STATE PARKS

STRUCTURAL GENERAL NOTES

DESIGN LOADS:

1. AUTHORITY HAVING JURISDICTION: UNITED STATES GOVERNMENT

2. DESIGN LOADS BASED ON: 2024 INTERNATIONAL BUILDING CODE, ASCE 7-22, AND REFERENCED DOCUMENTS

3. RISK CATEGORY: II STANDARD

4. SITE LOCATION:

A. ELEVATION 89 FT

B. COORDINATES 41.7702 N, 124.1486 W

5. ROOFS:

A. ROOF LIVE LOAD 20 PSF, 300 LBS

B. GROUND SNOW LOAD, Pg (ULTIMATE) 14 PSF C. FLAT-ROOF SNOW LOAD, Pf 10 PSF D. SNOW EXPOSURE FACTOR, Ce 1.0 E. THERMAL FACTOR, Ct 1.0

6. WIND:

A. BASIC DESIGN WIND SPEED, V, (3-SECOND GUST) 93 MPH

B. ALLOWABLE STRESS DESIGN WIND SPEED, VASD, (3-SECOND GUST) 72 MPH

C. INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)

D. WIND EXPOSURE B

E. GROUND ELEVATION FACTOR 1.0

1. SEISMIC:

A. SPECTRAL RESPONSE ACCELERATION PARAMETERS

1. SHORT PERIOD

a. SS 2.48g

b. SDS 1.91g

2. ONE SECOND

a. S1 0.97g

b. SD1 1.32g

B. SOILS SITE CLASS DEFAULT (C, CD, OR D)

C. SEISMIC IMPORTANCE FACTOR 1.0

D. SEISMIC DESIGN CATEGORY E

REINFORCED CONCRETE:

1. DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE."

2. CONCRETE WORK SHALL CONFORM TO ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE."

3. STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

4. CONCRETE MIX TABLE NOTES:

A. CONCRETE MIX SUBMITTAL SHALL INCLUDE A SINGLE PAGE LIST OF MIXES, IN TABULAR FORMAT, WITH KEY MIX REQUIREMENTS.

B. SLUMP VALUES INDICATED ARE SUGGESTED BASED ON USE AND TYPICAL PLACEMENT METHODS. CONTRACTOR MAY ADJUST SLUMP AS

NECESSARY FOR FIELD CONDITIONS AND INSTALLATION METHOD USED PROVIDED REMAINING REQUIREMENTS ARE MET.

C. AIR CONTENT:

a. N/P: AIR ENTRAINING ADMIXTURES NOT PERMITTED, ENTRAPPED AIR ONLY

b. N/A: NOT APPLICABLE, NO STRUCTURAL AIR CONTENT REQUIREMENTS

D. GENERAL CONTRACTOR TO COORDINATE CONCRETE MOISTURE LEVEL AND ANTICIPATED MOISTURE MITIGATION PROCEDURES WITH CONCRETE SUPPLIER/MIX DESIGNER AND OTHER AFFECTED SUBCONTRACTORS (INCLUDING BUT NOT LIMITED TO FLOORING) TO ADDRESS ALL POTENTIAL

SCHEDULE AND INSTALLATION CONFLICTS.

5. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE

REINFORCEMENT."

6. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT BARS SHOWN TO BE FIELD-BENT SHALL BE ASTM A706, GRADE 60.

7. BARS TO BE WELDED SHALL CONFORM TO ASTM A706.

8. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, LAP BARS 48 BAR DIAMETERS.

9. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS FOR EACH LAYER OF

REINFORCEMENT.

10. EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE SHALL BE AS FOLLOWS:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

B. EXPOSED TO EARTH OR WEATHER:

1. #6 THROUGH #18 BARS 2"

2. #5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2"

C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

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

2. BEAMS AND COLUMNS:

a. PRIMARY REINFORCEMENT 1-1/2"

b. STIRRUPS, TIES, SPIRALS 1-1/2"

SHOP DRAWINGS:

1. THE STRUCTURAL DRAWINGS ARE COPYRIGHTED AND SHALL NOT BE COPIED FOR USE AS ERECTION PLANS OR SHOP DETAILS.

USE OF JVA'S ELECTRONIC FILES AS THE BASIS FOR SHOP DRAWINGS REQUIRES PRIOR APPROVAL BY JVA, A SIGNED RELEASE OF LIABILITY BY THE GENERAL CONTRACTOR AND/OR HIS SUBCONTRACTORS, AND DELETION OF JVA'S NAME AND LOGO FROM ALL

SHEETS SO USED.

2. THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING TO THE CONTRACTING OFFICER ANY REQUESTS TO MODIFY THE

STRUCTURAL DRAWINGS OR PROJECT SPECIFICATIONS.

3. ALL SHOP AND ERECTION DRAWINGS SHALL BE CHECKED AND STAMPED (AFTER HAVING BEEN CHECKED) BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION FOR CONTRACTING OFFICER'S REVIEW; SHOP DRAWING SUBMITTALS NOT CHECKED BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION TO THE CONTRACTING OFFICER WILL BE RETURNED WITHOUT REVIEW.

4. FURNISH ELECTRONIC VERSION (PDF) OF SHOP AND ERECTION DRAWINGS TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO

FABRICATION FOR:

A. CONCRETE MIX DESIGNS

B. CONCRETE REINFORCING

5. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY THE CONTRACTING OFFICER.

6. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE "REQUEST FOR CHANGE IN WRITING."

POST-INSTALLED ANCHORS

1. ALL CAST-IN-PLACE ANCHORS DESIGNED IN ACCORDANCE WITH ACI 318.

2. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS.

THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO INSTALLING POST-

INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.

3. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR.

EXISTING REINFORCING BARS SHALL NOT BE CUT UNLESS APPROVED BY THE CONTRACTING OFFICER.

4. ALL ANCHORS MUST BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S PRINTED INSTALLATION INFORMATION (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MPII.

5. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CONTRACTING OFFICER ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER; REGISTRATION MUST BE IN THE STATE IN WHICH THE PROJECT IS LOCATED. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE AUTHORITY HAVING

JURISDICTION.

6. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER’S FIELD REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED, PRIOR TO THE ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND MADE AVAILABLE TO THE CONTRACTING OFFICER/ SPECIAL

INSPECTOR AS REQUESTED.

7. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION THAT SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318-19 17.2.3). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE CONTRACTING

OFFICER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.

8. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS (ACI 318-19 17.2.2).

9. ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED IN DRY HOLES THAT HAVE BEEN DRILLED, CLEANED, AND

PREPARED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S PRINTED INSTALLATION INFORMATION AND

THE RESPECTIVE ICC-ES EVALUATION REPORTS.

10. PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE BUILDING

CODE AND PER THE CURRENT ICC-ES REPORT (IBC TABLE 1705.3 NOTE B).

FIELD VERIFICATION OF EXISTING CONDITIONS:

1. THE GENERAL CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY THE EXISTING STRUCTURE TO VERIFY

CONDITIONS THAT AFFECT THE WORK SHOWN ON THE DRAWINGS.

2. THE GENERAL CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE CONTRACTING OFFICER

BEFORE PROCEEDING.

STRUCTURAL ERECTION AND BRACING REQUIREMENTS:

1. THE STRUCTURAL DRAWINGS ILLUSTRATE AND DESCRIBE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR

FINAL POSITIONS, PROPERLY SUPPORTED, CONNECTED, AND/OR BRACED.

2. THE STRUCTURAL DRAWINGS ILLUSTRATE TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE GENERAL

CONTRACTOR. DETAILS SHOWN APPLY AT ALL SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. ALTHOUGH DUE DILIGENCE HAS BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE AS POSSIBLE, NOT EVERY DETAIL IS

ILLUSTRATED AND NOT EVERY EXCEPTIONAL CONDITION IS ADDRESSED.

3. ALL PROPRIETARY CONNECTIONS AND ELEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'

RECOMMENDATIONS.

4. ALL WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH THE APPLICABLE

CODES AND LOCAL ORDINANCES.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK, INCLUDING LAYOUT AND DIMENSION VERIFICATION, MATERIALS COORDINATION, SHOP DRAWING REVIEW, AND THE WORK OF SUBCONTRACTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF THE WORK SHALL BE

IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER FOR RESOLUTION.

6. CONTINUATION OF WORK WITHOUT NOTIFICATION OF DISCREPANCIES RELIEVES THE CONTRACTING OFFICER FROM

ALL CONSEQUENCES.

7. UNLESS OTHERWISE SPECIFICALLY INDICATED, THE STRUCTURAL DRAWINGS DO NOT DESCRIBE METHODS OF

CONSTRUCTION.

8. VERIFY ALL OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL

REQUIREMENTS. COORDINATE DIMENSIONS WITH SUPPLIERS PRIOR TO FABRICATION.

9. SIGNIFICANT PERMANENT EQUIPMENT SIZES, WEIGHTS AND LOCATIONS ARE INDICATED ON THE DRAWINGS AS PROVIDED TO THE ENGINEER DURING DESIGN. CHANGES IN SIZE, WEIGHT, OR LOCATION MUST BE SUBMITTED IN WRITING FOR REVIEW BY THE CONTRACTING OFFICER. REQUIRED CURBS, SUPPORTS, OR BRACES NOT SHOWN ON

THE DRAWINGS ARE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER.

10. THE GENERAL CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PERFORM OR SUPERVISE ALL WORK NECESSARY TO ACHIEVE THE FINAL COMPLETED STRUCTURE, AND TO PROTECT THE STRUCTURE, WORKMEN, AND OTHERS DURING CONSTRUCTION. SUCH WORK SHALL INCLUDE, BUT NOT BE LIMITED TO TEMPORARY BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR EXCAVATION, FORMWORK, SCAFFOLDING, SAFETY DEVICES AND PROGRAMS OF ALL KINDS, SUPPORT AND BRACING FOR CRANES AND OTHER ERECTION EQUIPMENT.

11. THE CONTRACTING OFFICER BEARS NO RESPONSIBILITY FOR THE ABOVE ITEMS, AND OBSERVATION VISITS TO THE

SITE DO NOT IN ANY WAY INCLUDE INSPECTIONS OF THESE ITEMS.

FOUNDATION DESIGN:

1. SOILS REPORT NO. 1087 / 07R162 BY GEOPLUS DATED MARCH 2, 2007 SHALL BE USED FOR GENERAL REFERENCE ONLY AS IT WAS PREPARED FOR THE NEIGHBORING SITE AND NOT INTENDED FOR THIS PROJECT. AS SUCH, RECOMMENDATIONS WITHIN THAT REPORT SHALL BE TAKEN AS GUIDELINES ONLY THAT MAY BE FURTHER MODIFIED BY THE SPECIAL INSPECTOR'S JUDGEMENT DURING CONSTRUCTION.

2. A QUALIFIED GEOTECHNICAL ENGINEER SPECIAL INSPECTOR SHALL VERIFY SOIL CONDITIONS AND TYPES DURING EXCAVATION AND PRIOR TO

PLACEMENT OF FORMWORK OR CONCRETE.

FOOTINGS:

1. DESIGN OF FOOTINGS IS BASED ON PRESUMPTIVE ALLOWABLE BEARING PRESSURES PER IBC TABLE 1806.2:

A. MAXIMUM ALLOWABLE BEARING PRESSURE 2,500 PSF

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

JSS / IRG

CBB / DJM

CBB

M C

U s e rs

\C L B

\O n e D ri v e

J V

A In c \D o c u m e n ts

\2 .S

T R

N P

S R

E D

W N

O C

J V

A S tr u c tu ra l S c h ri s ti n e .b ri tt o n .r v t

S001

REPLACE HVAC SYSTEM COMPONENTS

REDWOOD NATIONAL PARK

193865

266848

08/14/2024 33

STRUCTURAL GENERAL

NOTES

STRUCTURAL DRAWING LIST

S001 STRUCTURAL GENERAL NOTES

S002 STRUCTURAL GENERAL NOTES,

ABBREVIATIONS, SYMBOLS, &

SECTIONS

S101 FOUNDATION PLAN -

MAINTENANCE BUILDING

S102 FOUNDATION PLAN -

MAINTENANCE BUILDING - BID

OPTION #1

S111 ROOF FRAMING PLAN -

MAINTENANCE BUILDING

S112 FOUNDATION & ROOF FRAMING

PLAN - WAREHOUSE BUILDING

INTENDED USE

EXPOSURE

CLASS

f'c, PSI 28

DAYS

MAX

W/CM

RATI

MAXIMUM

AGGREGATE

SLUMP,

INCHES (+/- 1")

AIR

CONTENT

PERCENT

(+/- 1.5%) CEMENT TYPE

ADMIXTURES

/ COMMENTS

INTERIOR SLAB ON

GRADE

F0-S0-W0-C0 4000 0.45 3/4" STONE 4 N/P ASTM C150 I/II OR ASTM

C595 IL

EXTERIOR SLAB ON

GRADE

F3-S0-W1-C2 5000 0.40 3/4" STONE 4 6% ASTM C150 I/II OR ASTM

C595 IL

25% MAX FLY

ASH

CONCRETE POST-INSTALLED ANCHORS

ANCHOR TYPE DEWALT HILTI SIMPSON

EXPANSION POWER-STUD+ SD2 (ICC ESR-2502) KWIK BOLT TZ2 (ICC ESR-4266) STRONG-BOLT 2 (ICC ESR-3037)

SCREW SCREW-BOLT+ (ICC ESR-3889) KWIK HUS-EZ (ICC ESR-3027) TITEN HD (ICC ESR-2713)

ADHESIVE AC200+ (ICC ESR-4027) HIT HY-200 V3 (ICC ESR-4868) AT-3G (ICC ESR-5026)

MASONRY POST-INSTALLED ANCHORS

ANCHOR TYPE DEWALT HILTI SIMPSON

EXPANSION POWER-STUD+ SD1 (ICC ESR-2966) KWIK BOLT TZ2 (ICC ESR-4561) STRONG-BOLT 2 (UES ER-240)

SCREW SCREW-BOLT+ (ICC ESR-4042) KWIK HUS-EZ (ICC ESR-3056) TITEN HD (ICC ESR-1056)

ADHESIVE AC100+ GOLD (ICC ESR-3200) HIT HY-270 (ICC ESR-4143 / 4144) SET-3G (ICC ESR-4844)

GRID

DIRECTION OF DECK SPAN

GRID DESIGNATION

REVISION

STEP IN FLOOR ELEVATION

CIP CONCRETE

EARTH

TOP OF FLOOR ELEVATIONXXX'-X

SYMBOLS KEY

REFER TO MECH DWGS OR

EQUIP SPECS FOR PAD HEIGHT

4" ±1"

C L R

DRILL & EPOXY #3 DOWELS

(EMBED 3" MIN) W/ STD 90° HOOK

INTO PAD, @ 16" ALONG

PERIMETER, SEE S001 FOR

ADHESIVE

6x6-W1.4xW1.4 WWF OR #3 @ 16"

EA WAY FOR 4" THICK OR LESS

PAD; #4 @ 16" FOR UP TO 6"

THICK PAD

(E) CONC SLAB, SEE PLAN

SEE MECH

MECH UNIT, SEE PLAN

MECH UNIT ANCHORS, SEE PLAN

MIN

1'-0"

P R

O J

#5 @ 16" EW CENTERED

CURB AS OCCURS,

UNIT TO CURB CONN

MECH UNIT, SEE PLAN

S E

E P

L A

RE: MECH,

6" MIN

FACE OF

CURB

EQ, 2"±EQ, 2"±

(2) #5 HORIZ, BOT #5 "R STIRRUPS" @ 16"

#5 Z-BARS W/ 7" LEGS @ 16"

DRILL & EPOXY #3x1'-3"

DOWELS (EMBED 3" MIN)

@ 16" ALONG INTERFACE

W/ (E) PAD, SEE S001

FOR ADHESIVE

MECH UNIT ANCHORS,

SEE PLAN

SPECIAL INSPECTIONS:

1. THE FOLLOWING SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY A QUALIFIED SPECIAL INSPECTOR, RETAINED BY

THE OWNER, IN ACCORDANCE WITH THE FOLLOWING SECTIONS OF IBC CHAPTER 17:

A. SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY, AND STRUCTURAL OBSERVATIONS AND THE

FOLLOWING SUB-SECTIONS:

1. 1704.2 SPECIAL INSPECTIONS AND TESTS

2. 1704.3 STATEMENT OF SPECIAL INSPECTIONS

B. SECTION 1705 REQUIRED VERIFICATION AND INSPECTION AND THE FOLLOWING SUB-SECTIONS:

1. 1705.1.1 SPECIAL CASES (POST-INSTALLED ANCHORS)

2. 1705.6 SOILS

2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE CONTRACTING OFFICER, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE APPROVED INSPECTOR MUST BE INDEPENDENT FROM THE CONTRACTOR RESPONSIBLE FOR THE

WORK BEING INSPECTED.

3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR SHALL BE TO INSPECT AND/OR TEST THE WORK OUTLINED ABOVE AND WITHIN THE STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE IBC FOR CONFORMANCE

WITH THE APPROVED CONSTRUCTION DOCUMENTS.

4. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER FOR CORRECTION.

5. PER SECTION 1704.2.4 THE SPECIAL INSPECTOR SHALL FURNISH REGULAR REPORTS TO THE CONTRACTING OFFICER.

PROGRESS REPORTS FOR CONTINUOUS INSPECTION SHALL BE FURNISHED WEEKLY. INDIVIDUAL REPORTS OF PERIODIC INSPECTIONS SHALL BE FURNISHED WITHIN ONE WEEK OF INSPECTION DATES. THE REPORTS SHALL NOTE UNCORRECTED DEFICIENCIES, CORRECTION OF PREVIOUSLY REPORTED DEFICIENCIES, AND CHANGES TO THE APPROVED CONSTRUCTION

DOCUMENTS AUTHORIZED BY THE STRUCTURAL ENGINEER OF RECORD.

6. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT WITHIN 10 DAYS OF THE FINAL SPECIAL INSPECTION STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE

IBC. WORK NOT IN COMPLIANCE SHALL BE NOTED IN THE REPORT.

7. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE CONTRACTING OFFICER AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON A MAIN WIND- OR SEISMIC-FORCE-RESISTING SYSTEM PER SECTION 1704.4. THE STATEMENT SHALL ACKNOWLEDGE THE AWARENESS OF THE SPECIAL LISTED REQUIREMENTS OF DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC-RESISTING COMPONENT IN THE STATEMENT OF SPECIAL INSPECTIONS PER SECTION 1705.

8. EXCEPT AS NOTED, THE SPECIAL INSPECTIONS OUTLINED ABOVE ARE IN ADDITION TO, AND BEYOND THE SCOPE OF, PERIODIC

STRUCTURAL OBSERVATIONS AS DEFINED IN SECTION 1704.6.

STRUCTURAL GENERAL NOTES (CONT)

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

JSS / IRG

CBB / DJM

CBB

M C

U s e rs

\C L B

\O n e D ri v e

J V

A In c \D o c u m e n ts

\2 .S

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STRUCTURAL GENERAL

NOTES, ABBREVIATIONS,

SYMBOLS, & SECTIONS

(E) EXISTING

(N) NEW

(R) REMOVE

@ ON CENTER SPACING

AB ANCHOR ROD (BOLT)

ADDL ADDITIONAL

ADJ ADJUSTABLE

AESS ARCH EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

AMT AMOUNT

ANCH ANCHOR, ANCHORAGE

APPROX APPROXIMATE

ARCH ARCHITECT, -URAL

ATR ALL THREAD ROD

AVG AVERAGE

BC BOTTOM OF CONCRETE

BL BRICK LEDGE

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BW BOTTOM OF WALL

CB COUNTERBORE

CF CUBIC FOOT

CFS COLD FORMED STEEL

CG CENTER OF GRAVITY

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT, CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLG CEILING

CLR CLEAR

CM CONSTRUCTION MANAGER, -MENT

CMU CONCRETE MASONRY UNIT

COL COLUMN

COM COMMON

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS, CONTINUE

COORD COORDINATE, COORDINATION

CS COUNTERSINK

CTR CENTER

CY CUBIC YARD

DAB DEFORMED ANCHOR BAR

DET DETAIL

DEV DEVELOP

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DP DRILLED PIER

DT DOUBLE TEE

DWG DRAWING

DWL DOWEL

E-E END TO END

E-W EAST TO WEST

EA EACH

ECC ECCENTRIC

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

EMBED EMBEDMENT

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EACH SIDE

EST ESTIMATE

EXC EXCAVATE

EXP EXPANSION

EXT EXTERIOR

F-F FACE TO FACE

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISHED FLOOR, FAR FACE

FIG FIGURE

FL FLUSH

FLG FLANGE

FLR FLOOR

FO FACE OF

FP FULL PENETRATION

FS FOOTING STEP, FAR SIDE

FTG FOOTING

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GL GLUED LAMINATED, GLULAM

GND GROUND

GR GRADE

GT GIRDER TRUSS

GYP BD GYPSUM BOARD

HAS HEADED ANCHOR STUD

HDG HOT-DIP GALVANIZED

HDR HEADER

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

ID INSIDE DIAMETER

IF INSIDE FACE

INT INTERIOR, INTERMEDIATE

IT INVERTED TEE

JB JOIST BEARING

JST JOIST

JT JOINT

K KIPP (1,000 LBS)

LGS LIGHT GAGE STEEL

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LP LOW POINT

LSL LAMINATED STRAND LUMBER

LT LIGHT

LVL LAMINATED VENEER LUMBER

MACH MACHINE

MASY MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURE, -ER, -ED

MIN MINIMUM

ML MICROLLAM (TRUS-JOIST BRAND LVL)

MO MASONRY OPENING

MTL METAL

N-S NORTH TO SOUTH

NF NEAR FACE

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OCJ OSHA COLUMN JOIST

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

PAF POWDER ACTUATED FASTENER

PC PRECAST

PCF POUNDS PER CUBIC FOOT

PE PRE-ENGINEERED

PEN PENETRATION

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLF POUND PER LINEAR FOOT

PNL PANEL

PP PANEL POINT

PS PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT POST TENSIONED, PRESSURE TREATED

PTN PARTITION

PWD PLYWOOD

QTY QUANTITY

R RADIUS

RE REFERENCE, REFER TO

RECT RECTANGLE

REINF REINFORCE, -ED, -ING

REQ REQUIRED

REQMT REQUIREMENT

RET RETAINING

RM ROOM

RMO ROUGH MASONRY OPENING

RO ROUGH OPENING

SC SLIP-CRITICAL

SCH SCHEDULE

SDST SELF-DRILLING/SELF-TAPPING

SECT SECTION

SF SQUARE FEET, SUB-FLOOR

SFRS SEISMIC FORCE-RESISTING SYSTEM

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SLH SHORT LEG HORIZONTAL

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SP SPACES, SPACED

SPEC SPECIFICATIONS

SQ SQUARE

SSR SHEAR STUD RAIL

ST SNUG-TIGHT

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURE, -AL

SUPT SUPPORT

SY SQUARE YARD

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TOUNGE AND GROOVE

TB TOP OF BEAM

TC TOP OF CONCRETE

TCA TORQUE-CONTROLLED ANCHOR

TD TOP OF DECK

THD THREAD

THK THICK, -NESS

TJ TOP OF JOIST

TL TOTAL LOAD

TPG TOPPING

TRANS TRANSVERSE

TW TOP OF WALL

TYP TYPICAL

ULT ULTIMATE

UNO UNLESS OTHERWISE NOTED

VERT VERTICAL

VIF VERIFY IN FIELD

WP WORK POINT

WT WEIGHT

WTS WELDED THREADED STUD

WWF WELDED WIRE FABRIC

XS EXTRA STRONG

XSECT CROSS SECTION

XXS DOUBLE EXTRA STRONG

SCALE AS002

TYP CONC EQUIP PAD2

10 2 31

SCALE OF FEET

SCALE AS002

MECH UNIT MAT SLAB1

A B C D E

BOT MOUNTED MECH UNIT:

• CU-2, WT = 869 LBS

• ANCHOR W/ (4) 3/8"Øx3"

SCREW ANCHORS AT MFR

HOLES ON (2) SIDES

• SEE MECH FOR UNIT INFO,

DIMS, AND EXACT LOC

(E) EXTERIOR CONCRETE PAD,

ADEQUATE SIZE TO RECEIVE

NEW MECH UNIT (NO

FOOTPRINT OR THICKNESS

INCREASE ASSUMED)

BOT MOUNTED MECH UNITS < 400 LBS:

• ANCHOR PER MFR

• SEE MECH FOR UNIT INFO, DIMS,

AND EXACT LOC

BASE BID ONLY:

BOT MOUNTED MECH UNIT:

• HP-1, WT = 1,616 LBS

• ANCHOR W/ (2) 1/2"Øx4"

SCREW ANCHORS AT MFR

HOLES ON (2) SIDES

• SEE MECH FOR UNIT INFO,

DIMS, AND EXACT LOC

INTERIOR EQUIPMENT

PAD, SEE /2 S002

3'-0"

BASE BID ONLY:

6" THICK REINFORCED

CONCRETE SLAB W/

TURNED DOWN EDGE,

SEE /1 S002

EXTERIOR EQUIPMENT

PAD, SEE /2 S002

7'-6"±

(E) 5" CONC SOG, TYP

(E) 8" CMU WALL, TYP 5

8'-6" ±

BASE BID ONLY:

(R) PORTION OF

(E) SLAB

(E) EXTERIOR

CONCRETE PAD TO

REMAIN

BASE BID ONLY:

(E) MECH UNITS TO

REMAIN, SEE MECH

(E) STL STUD

PARTITION WALLS, TYP

(E) CONC COLD JOINT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

JSS / IRG

CBB / DJM

CBB

M C

U s e rs

\C L B

\O n e D ri v e

J V

A In c \D o c u m e n ts

\2 .S

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FOUNDATION PLAN -

MAINTENANCE BUILDING

80 168

SCALE OF FEET

CORE DRILL CORNERS OF PORTION OF

SLAB TO BE REMOVED SO THAT

REMAINING RE-ENTRANT CORNERS ARE

NOT OVERCUT DURING SAWCUTTING

BID OPTION 1:

6" THICK REINFORCED

CONCRETE SLAB W/ TURNED

DOWN EDGE, SEE /1 S002

BID OPTION 1:

BOT MOUNTED MECH UNIT:

• AHU-1, WT = 5,117 LBS

• MFR CURB, WT = 310 LBS

• ANCHOR W/ 1/2"Øx4"

SCREW ANCHORS @ 36"

AT ALL (4) SIDES

• SEE MECH FOR UNIT INFO,

DIMS, AND EXACT LOC

17'-6" ±

5'-2" ±

BID OPTION 1:

(R) PORTION OF (E) SLAB

BID OPTION 1:

6" THICK REINFORCED

CONCRETE SLAB W/ TURNED

DOWN EDGE, SEE /1 S002

(E) 5" CONC SOG, TYP

(E) 8" CMU WALL, TYP

BID OPTION 1:

(R) PORTION OF (E) SLAB

(E) MECH UNIT TO REMAIN,

SEE MECH

(E) EXTERIOR CONC PAD

TO REMAIN

BID OPTION 1:

BOT MOUNTED MECH UNIT:

• HP-1, WT = 1,616 LBS

• ANCHOR W/ (2) 1/2"Øx4"

SCREW ANCHORS AT MFR

HOLES ON (2) SIDES

• SEE MECH FOR UNIT INFO,

DIMS, AND EXACT LOC

BID OPTION1:

IF NECESSARY TO

SUPPORT DUCT WORK, 6"

THICK SLAB W/ 6" TURNED

DOWN EDGE REINFORCED

W/ #5 BARS EW

CENTERED. DRILL & EPOXY

ANCHS TO ADJACENT

SLABS PER /1 S002

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

JSS / IRG

CBB / DJM

CBB

M C

U s e rs

\C L B

\O n e D ri v e

J V

A In c \D o c u m e n ts

\2 .S

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FOUNDATION PLAN -

MAINTENANCE BUILDING -

BID OPTION #1

80 168

SCALE OF FEET

REFER TO SHEET S101 FOR ALL

ITEMS INCLUDED IN THE BASE BID

WALL-MOUNT UNIT:

ANCHOR TO (E) WALL STUDS

& (N) BLKG AS REQ BY MFR;

SEE MECH FOR UNIT INFO,

DIMS, AND EXACT LOC

HUNG MECH UNITS:

• HANG FROM (E) ROOF TRUSSES

• SEE MECH FOR UNIT INFO, DIMS,

AND EXACT LOC

• ANCHORAGE TO BE DESIGN-BUILD

BY CONTRACTOR PER SEISMIC

RESTRAINT MANUAL BY SMACNA

(E) PE TRUSSES @ 24"

P E

T R

U S

S E

(E) STL STUD

PARTITIONS W/

DEFLECTION

TRACK, TYP

FC-2:

239 LBS + 43 LBS

(MIXING BOX

FC-3:

239 LBS + 43 LBS

(MIXING BOX

FC-5:

214 LBS + 43 LBS

(MIXING BOX

FC-1:

116 LBS

MCU-2:

63 LBS

MCU-1:

55 LBS

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

JSS / IRG

CBB / DJM

CBB

M C

U s e rs

\C L B

\O n e D ri v e

J V

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\2 .S

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ROOF FRAMING PLAN -

MAINTENANCE BUILDING

80 168

SCALE OF FEET

HUNG MECH UNIT NOTES:

• PUMPS, MCUS, WATER HEATERS, EXPANSION

TANKS, ETC. SHALL WEIGH NO MORE THAN 100

LBS AND BE SUPPORTED LIKE FAN COIL UNITS

EXCEPT UNISTRUT NEED NOT BE LOCATED AT

(E) TRUSS PANEL POINTS.

• (N) ROOF HUNG FAN COIL UNITS ARE

REPLACING (E) ROOF HUNG FAN COIL UNITS.

(N) UNITS MAY BE UP TO 5% HEAVIER THAN (E)

UNITS. (N) UNITS SHALL WEIGH NO MORE THAN

240 LBS. (N) UNITS MAY BE SUPPORTED FROM

(E) ROOF FRAMING W/ ANCHORAGE TO BE

DESIGN-BUILD BY CONTRACTOR. DO NOT DRILL

HANGER RODS DIRECTLY INTO TRUSSES.

SUPPORT HANGER RODS TO UNISTRUT (OR

EQUIV) SPANNING BETWEEN AND BEARING

UPON TOP EDGE OF BOT CHORD OF AT LEAST

(2) TRUSSES. LOCATE UNISTRUT ADJACENT TO

TRUSS PANEL POINTS.

WD WE

BOT MOUNTED MECH UNIT < 400 LBS:

• ANCHOR PER MFR

• SEE MECH FOR UNIT INFO,

DIMS, AND EXACT LOC

(E) EXTERIOR CONCRETE PAD,

ADEQUATE SIZE TO RECEIVE NEW

MECH UNIT (NO FOOTPRINT OR

THICKNESS INCREASE ASSUMED)

(E) 5" CONC SOG

(E) 8" CMU WALL, TYP

WD WE

HUNG MECH UNITS:

• HANG FROM (E) ROOF TRUSSES

• SEE MECH FOR UNIT INFO, DIMS,

AND EXACT LOC

• ANCHORAGE TO BE DESIGN-BUILD

BY CONTRACTOR PER SEISMIC

RESTRAINT MANUAL BY SMACNA

P E

T R

U S

S E

FC-7:

167 LBS + 43 LBS

(MIXING BOX)

SCALE AS112

WAREHOUSE FOUNDATION PLAN1

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

JSS / IRG

CBB / DJM

CBB

M C

U s e rs

\C L B

\O n e D ri v e

J V

A In c \D o c u m e n ts

\2 .S

T R

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FOUNDATION & ROOF

FRAMING PLAN -

WAREHOUSE BUILDING

80 168

SCALE OF FEET

SCALE AS112

WAREHOUSE ROOF FRAMING PLAN2

HUNG MECH UNIT NOTES:

• PUMPS, MCUS, WATER HEATERS, EXPANSION

TANKS, ETC. SHALL WEIGH NO MORE THAN 100

LBS AND BE SUPPORTED LIKE FAN COIL UNITS

EXCEPT UNISTRUT NEED NOT BE LOCATED AT

(E) TRUSS PANEL POINTS.

• (N) ROOF HUNG FAN COIL UNITS ARE

REPLACING (E) ROOF HUNG FAN COIL UNITS.

(N) UNITS MAY BE UP TO 5% HEAVIER THAN (E)

UNITS. (N) UNITS SHALL WEIGH NO MORE THAN

240 LBS. (N) UNITS MAY BE SUPPORTED FROM

(E) ROOF FRAMING W/ ANCHORAGE TO BE

DESIGN-BUILD BY CONTRACTOR. DO NOT DRILL

HANGER RODS DIRECTLY INTO TRUSSES.

SUPPORT HANGER RODS TO UNISTRUT (OR

EQUIV) SPANNING BETWEEN AND BEARING

UPON TOP EDGE OF BOT CHORD OF AT LEAST

(2) TRUSSES. LOCATE UNISTRUT ADJACENT TO

TRUSS PANEL POINTS.

F/S

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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REPLACE HVAC SYSTEM COMPONENTS

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REDWOOD NATIONAL PARK

AutoCAD SHX Text 266848

AutoCAD SHX Text 8/7/24 20:25 ATIMBERLAKE R22 Z:\2022\22-166C - NPS REDW NOC DD-CD\CAD\M000 - MECHANICAL COVER SHEET.DWG

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SHEET

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COVER

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MECHANICAL

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AutoCAD SHX Text 08/14/2024

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AutoCAD SHX Text MECHANICAL NOTES I. GENERAL A. ALL WORK SHALL BE IN ACCORDANCE WITH SMACNA STANDARDS AND SPECIFICATIONS, AND AUTHORITY HAVING JURISDICTION. B. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND NOT INTENDED TO SHOW ALL TRANSITIONS, OFFSETS, ETC. CONTRACTOR SHALL VERIFY IN FIELD CONDITIONS AND PROVIDE ALL NECESSARY FITTINGS TO COMPLETE THE INTENT OF THE DRAWINGS. ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE CONTRACTING OFFICER FOR RESOLUTION. CONTRACTOR MAY LOCATE MECHANICAL EQUIPMENT DIFFERENTLY THAN SHOWN ON DRAWINGS DUE TO CONFLICTS, AS LONG AS FUNCTION AND/OR APPEARANCE ARE NOT AFFECTED AND WITH APPROVAL OF CONTRACTING OFFICER. C. COORDINATE SPACE REQUIREMENTS, SUPPORTS, AND INSTALLATION OF MECHANICAL WORK, WHICH ARE INDICATED DIAGRAMMATICALLY ON THE DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES AND DUCTS AS CLOSELY AS PRACTICABLE; PLACE RUNS PARALLEL WITH LINES OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS. D. COMPLY WITH MANUFACTURER'S INSTRUCTIONS INCLUDING EACH STEP IN SEQUENCE. SHOULD MANUFACTURER'S INSTRUCTIONS CONFLICT WITH THE DRAWINGS, REQUEST CLARIFICATION FROM THE CONTRACTING OFFICER BEFORE PROCEEDING. E. DUCT SIZES ARE INSIDE DIMENSION. F. CONTRACTOR SHALL REVIEW THESE DOCUMENTS CAREFULLY. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER, FOR RESOLUTION OF ANY DISCREPANCIES, OMISSIONS, OR CLARIFICATIONS, BEFORE BID DATE. IN THE EVENT THAT AN INTERPRETATION OF BID DOCUMENTS IS NECESSARY. AFTER THE BID DATE, THE DECISION OF THE CONTRACTING OFFICER SHALL BE FINAL AND BINDING. G. PRODUCT DELIVERY, STORAGE, AND HANDLING: PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENT DAMAGE. PROMPTLY INSPECT SHIPMENTS TO ENSURE THAT PRODUCTS ARE UNDAMAGED. STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. H. THE CONTRACTOR IS RESPONSIBLE FOR THE COSTS OF ALL CHANGE ORDERS, WHICH THE CONTRACTING OFFICER HAS NOT APPROVED IN WRITING PRIOR TO THE EXECUTION OF THE ASSOCIATED WORK. J. ALL MECHANICAL EQUIPMENT LISTED SHALL BE THE BASIS OF DESIGN, OR APPROVED EQUAL PER ASSOCIATED SPECIFICATION SECTION AND SALIENT CHARACTERISTICS. REFER TO DIVISION 01 SPECIFICATIONS FOR INFORMATION REGARDING SUBMITTING SUBSTITUTIONS.

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TEMPERATURE AND PRESSURE

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TYPICAL

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TYP.

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SECOND FIGURE, SIDE NOT SHOWN)

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ALL DUCTS DIMENSIONS SHALL BE

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SUPPLY DUCT UP

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RETURN DUCT UP

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SUPPLY DUCT DOWN

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RETURN DUCT DOWN

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TRANSITIONS

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MANUAL VOLUME DAMPER

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FLEXIBLE CONNECTION

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SUPPLY OR RETURN

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RECTANGULAR DUCT ELBOW WITH

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TURNING VANES

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SHOWN IN INCHES.

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FEET

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FPM

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FEET PER MINUTE

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FAHRENHEIT

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EWT

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ENTERING WATER TEMP

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AVG

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AVERAGE

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WET BULB

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NORMALLY OPEN

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NORMALLY CLOSED

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DRY BULB

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LEAVING AIR TEMPERATURE

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LAT

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ENTERING AIR TEMPERATURE

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EAT

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WATT, WASTE

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REVOLUTIONS PER MINUTE

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RPM

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KILOWATT

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GALLONS PER MINUTE

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GPM

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CFM

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BTUH

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VOLUME DAMPER

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EXISTING

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EXHAUST AIR

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CUBIC FEET PER MINUTE

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FULL LOAD AMPS

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FLA

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NOT IN CONTRACT

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NIC

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DRAIN

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PRV

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PRESSURE REDUCING VALVE

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INSIDE DIAMETER

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AAV

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AUTOMATIC AIR VENT

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AIR SEPARATOR

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DIRT AND AIR SEPARATOR

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DAS

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WITHOUT

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WITH

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SUPPLY AIR

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OAT

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HWS

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FCO

AutoCAD SHX Text

OUTSIDE AIR TEMPERATURE

AutoCAD SHX Text

OUTSIDE AIR

AutoCAD SHX Text

MOTORIZED DAMPER

AutoCAD SHX Text

INCHES

AutoCAD SHX Text

HEATING WATER SUPPLY

AutoCAD SHX Text

FLOOR DRAIN, FIRE DAMPER

AutoCAD SHX Text

FLOOR CLEANOUT

AutoCAD SHX Text

BDD

AutoCAD SHX Text

AUX.

AutoCAD SHX Text

AFF

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

COLD WATER

AutoCAD SHX Text

BACKDRAFT DAMPER

AutoCAD SHX Text

AUXILIARY

AutoCAD SHX Text

ACCESS PANEL

AutoCAD SHX Text

ABOVE FINISHED FLOOR

AutoCAD SHX Text

ACCESS DOOR

AutoCAD SHX Text

DUCT (FIRST FIGURE, SIDE SHOWN AND

AutoCAD SHX Text

RECTANGULAR TO ROUND TRANSITION

AutoCAD SHX Text

STANDARD RECTANGULAR BRANCH FOR

AutoCAD SHX Text

VENTILATION AND AIR CONDITIONING SYMBOLS

AutoCAD SHX Text T

AutoCAD SHX Text

THERMOSTAT

AutoCAD SHX Text

SHEET WHERE SHOWN

AutoCAD SHX Text

DETAIL IDENTIFIER

AutoCAD SHX Text

SHEET WHERE SHOWN

AutoCAD SHX Text

SECTION LETTER

AutoCAD SHX Text

ACCESS PANEL

AutoCAD SHX Text

NOT APPLICABLE

AutoCAD SHX Text

FIRE DAMPER

AutoCAD SHX Text

SMOKE DAMPER

AutoCAD SHX Text

COMBINATION FIRE/SMOKE DAMPER

AutoCAD SHX Text

EXHAUST DUCT DOWN

AutoCAD SHX Text

EXHAUST DUCT UP

AutoCAD SHX Text M

AutoCAD SHX Text

MOTORIZED DAMPER

AutoCAD SHX Text

HEATING WATER RETURN

AutoCAD SHX Text

HWR

AutoCAD SHX Text F/S

AutoCAD SHX Text

FIRE SMOKE DAMPER

AutoCAD SHX Text

STATIC PRESSURE

AutoCAD SHX Text

RPBP

AutoCAD SHX Text

REDUCED PRESSURE BACKFLOW PREVENTER

AutoCAD SHX Text

FLOW SWITCH

AutoCAD SHX Text

ELECTRICAL CONTRACTOR

AutoCAD SHX Text E.C.

AutoCAD SHX Text G.C.

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text M.C.

AutoCAD SHX Text

MECHANICAL CONTRACTOR

AutoCAD SHX Text

BRITISH THERMAL UNIT PER HOUR

AutoCAD SHX Text A

AutoCAD SHX Text M1

AutoCAD SHX Text

REFRIGERANT LIQUID LINE

AutoCAD SHX Text

REFRIGERANT SUCTION LINE

AutoCAD SHX Text

EXTERNAL STATIC PRESSURE

AutoCAD SHX Text

ESP

AutoCAD SHX Text

REFRIGERANT LIQUID

AutoCAD SHX Text

REFRIGERANT SUCTION

AutoCAD SHX Text

ENERGY EFFICIENCY RATIO

AutoCAD SHX Text

EER

AutoCAD SHX Text

SEASONAL ENERGY EFFICIENCY RATIO

AutoCAD SHX Text

SEER

AutoCAD SHX Text

HEATING WATER RETURN

AutoCAD SHX Text

HEATING WATER SUPPLY

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text A

AutoCAD SHX Text M1

AutoCAD SHX Text

AutoCAD SHX Text 410613

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text

VARIABLE REFRIGERANT FLOW

AutoCAD SHX Text

VRF

AutoCAD SHX Text

REFRIGERANT HOT GAS

AutoCAD SHX Text

OUTSIDE AIR CALCULATION (CALCULATIONS BASED ON IMC TABLE 403.3)

AutoCAD SHX Text

ROOM NAME

AutoCAD SHX Text

HALL

AutoCAD SHX Text

MULTIPURPOSE & BREAK ROOM

AutoCAD SHX Text

OFFICE ADMIN HALL

AutoCAD SHX Text

OFFICE ADMIN ROOM

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

MECH/PLUMB WELDING SHOP

AutoCAD SHX Text

M/P/W SHOP ADMIN

AutoCAD SHX Text

VEHICLE & CREWS ADMIN

AutoCAD SHX Text

JOINT WORK ROOM

AutoCAD SHX Text

TEL/ELEC RADIO SHOP

AutoCAD SHX Text

ROOM #

AutoCAD SHX Text

AutoCAD SHX Text 112B

AutoCAD SHX Text 112C

AutoCAD SHX Text 112D

AutoCAD SHX Text 112E

AutoCAD SHX Text 112F

AutoCAD SHX Text

ROOM TYPE

AutoCAD SHX Text

PER TABLE 6-1

AutoCAD SHX Text Corridors

AutoCAD SHX Text Breakroom - ASHRAE 2019

AutoCAD SHX Text Corridors

AutoCAD SHX Text Office spaces

AutoCAD SHX Text Warehouses

AutoCAD SHX Text Office spaces

AutoCAD SHX Text Warehouses

AutoCAD SHX Text

SQUARE FEET

AutoCAD SHX Text

OCCUPANT LOAD

AutoCAD SHX Text

#/1000 SF

AutoCAD SHX Text

OA CFM/

AutoCAD SHX Text

PERSON

AutoCAD SHX Text

CFM/SF

AutoCAD SHX Text 0.06

AutoCAD SHX Text 0.12

AutoCAD SHX Text 0.06

AutoCAD SHX Text

AIR DIST.

AutoCAD SHX Text

EFFECTIVENESS

AutoCAD SHX Text 0.8

AutoCAD SHX Text

PERCENTAGE

AutoCAD SHX Text 41%

AutoCAD SHX Text 47%

AutoCAD SHX Text 33%

AutoCAD SHX Text 41%

AutoCAD SHX Text 30%

AutoCAD SHX Text

PROVIDED

AutoCAD SHX Text

PROVIDED

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text 56.3

AutoCAD SHX Text 365.4

AutoCAD SHX Text 30.4

AutoCAD SHX Text 14.9

AutoCAD SHX Text 11.2

AutoCAD SHX Text 11.7

AutoCAD SHX Text 12.8

AutoCAD SHX Text 96.0

AutoCAD SHX Text 18.6

AutoCAD SHX Text 12.8

AutoCAD SHX Text 56.3

AutoCAD SHX Text 35.3

AutoCAD SHX Text 746.9

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

REPLACE HVAC SYSTEM COMPONENTS

AutoCAD SHX Text

REDWOOD NATIONAL PARK

AutoCAD SHX Text 266848

AutoCAD SHX Text 8/9/24 20:25 ATIMBERLAKE R22 Z:\2022\22-166C - NPS REDW NOC DD-CD\CAD\M001 - MECHANICAL DETAILS.DWG

AutoCAD SHX Text M001

AutoCAD SHX Text

AutoCAD SHX Text 08/14/2024

AutoCAD SHX Text 410613

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

FAN COIL UNIT 4 AND 6 TYPICAL DETAIL

AutoCAD SHX Text

AutoCAD SHX Text M001

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

FAN COIL UNIT DETAIL

AutoCAD SHX Text

AutoCAD SHX Text M001

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

45° DUCT TAKE-OFF DETAIL

AutoCAD SHX Text

AutoCAD SHX Text M001

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SPLIT SYSTEM DETAIL

AutoCAD SHX Text

AutoCAD SHX Text M001

AutoCAD SHX Text

FAN

AutoCAD SHX Text

COIL

AutoCAD SHX Text

RETURN AIR DUCT

AutoCAD SHX Text

MIXING BOX

AutoCAD SHX Text

BALANCING DAMPER

AutoCAD SHX Text

PROVIDE FLOOD DETECTOR IN

AutoCAD SHX Text

DRAIN PAN TO SHUTOFF UNIT

AutoCAD SHX Text

UPON WATER DETECTION

AutoCAD SHX Text

NEW FAN

AutoCAD SHX Text

COIL UNIT

AutoCAD SHX Text

SUPPLY AIR DUCT

AutoCAD SHX Text

FLEXIBLE CONNECTOR

AutoCAD SHX Text

DRAIN PAN SUPPORTED

AutoCAD SHX Text

SPRING ISOLATOR

AutoCAD SHX Text

SEPARATELY FROM STRUCTURE

AutoCAD SHX Text

SEAL AIRTIGHT AROUND

AutoCAD SHX Text

ENTIRE TAKE-OFF

AutoCAD SHX Text

AIR FLOW

AutoCAD SHX Text

PROVIDE MANUAL

AutoCAD SHX Text

BALANCING DAMPER

AutoCAD SHX Text W

AutoCAD SHX Text

1/4 OF DIMENSION "W" OR

AutoCAD SHX Text

6 INCHES, WHICHEVER IS

AutoCAD SHX Text

GREATER

AutoCAD SHX Text

NOTE: ROUTE REFRIGERANT PIPING PER MANUFACTURER REQUIREMENTS

AutoCAD SHX Text

EQUIPMENT STAND

AutoCAD SHX Text

CONDENSING

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

SIGHT

AutoCAD SHX Text

GLASS

AutoCAD SHX Text

FILTER

AutoCAD SHX Text

DRYER

AutoCAD SHX Text

TRAP

AutoCAD SHX Text

COND. DRAIN

AutoCAD SHX Text

COIL

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

FAN

AutoCAD SHX Text

WALL

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text

THREADED RODS WITH VIBRATION

AutoCAD SHX Text

ISOLATORS TO STRUCTURE ABOVE

AutoCAD SHX Text

AUXILIARY DRAIN PAN WITH

AutoCAD SHX Text

UL 508 APPROVED WATER LEVEL

AutoCAD SHX Text

DETECTION DEVICE TO SHUTDOWN

AutoCAD SHX Text

UNIT PRIOR TO OVERFLOW

AutoCAD SHX Text

MIXING BOX

AutoCAD SHX Text

MECHANICAL DETAILS

AutoCAD SHX Text

PIPE HANGERS - PROVIDE DOUBLE DEFLECTION

AutoCAD SHX Text

NEOPRENE FOR FIRST TWO ON EACH

AutoCAD SHX Text

SIDE OF PUMP (SEE NOTE NO. 1)

AutoCAD SHX Text

PRESSURE GAUGE (TYP.)

AutoCAD SHX Text

BALANCING VALVE

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

BALL VALVE (TYP.)

AutoCAD SHX Text

FLEXIBLE CONNECTION

AutoCAD SHX Text

STRAINER

AutoCAD SHX Text

P & T PORT (TYP.)

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

1. SUPPORT PUMP FROM PIPING ONLY. DO NOT SUPPORT PUMP FROM MOTOR.

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

HORIZONTAL IN-LINE PUMP DETAIL

AutoCAD SHX Text

AutoCAD SHX Text M001

AutoCAD SHX Text

(E) STORAGE TANK

AutoCAD SHX Text

HWS/R TO HP-1

AutoCAD SHX Text

THERMOMETER

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

UNION

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

ISOLATION VALVE

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

%%UAS-1

AutoCAD SHX Text

%%UET-1

AutoCAD SHX Text

(E) MAKE-UP WATER LINE

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text

CIRCUIT SETTER

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

(E) CONTROL VALVE

AutoCAD SHX Text

%%UPF-1

AutoCAD SHX Text

%%UHWP-1%%U & %%UHWP-2

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text

VEH. MAINT.

AutoCAD SHX Text

MANIFOLD

AutoCAD SHX Text

(ALL IN FLOOR PIPING)

AutoCAD SHX Text

SHOPS

AutoCAD SHX Text

MANIFOLD

AutoCAD SHX Text

(ALL IN FLOOR PIPING)

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

HEATING WATER PIPING DETAIL

AutoCAD SHX Text

AutoCAD SHX Text M001

AutoCAD SHX Text

BALANCING

AutoCAD SHX Text

DAMPER

AutoCAD SHX Text

FLEXIBLE

CONNECTOR

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

REPLACE HVAC SYSTEM COMPONENTS

AutoCAD SHX Text

REDWOOD NATIONAL PARK

AutoCAD SHX Text 266848

AutoCAD SHX Text 8/9/24 20:25 ATIMBERLAKE R22 Z:\2022\22-166C - NPS REDW NOC DD-CD\CAD\M002 - MECHANICAL COMCHECK.DWG

AutoCAD SHX Text M002

AutoCAD SHX Text

AutoCAD SHX Text 08/14/2024

AutoCAD SHX Text 410613

AutoCAD SHX Text

MECHANICAL COMCHECK

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

REPLACE HVAC SYSTEM COMPONENTS

AutoCAD SHX Text

REDWOOD NATIONAL PARK

AutoCAD SHX Text 266848

AutoCAD SHX Text 8/9/24 20:25 ATIMBERLAKE R22 Z:\2022\22-166C - NPS REDW NOC DD-CD\CAD\M003 - MECHANICAL COMCHECK.DWG

AutoCAD SHX Text M003

AutoCAD SHX Text

AutoCAD SHX Text 08/14/2024

AutoCAD SHX Text 410613

AutoCAD SHX Text

MECHANICAL COMCHECK

A1A1

A1 A1

A2 A2 A2

4 5

3 6

1 1 1 1 11

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

WASH

AutoCAD SHX Text

VEHICLE

AutoCAD SHX Text

BAYS

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

VEHICLE

AutoCAD SHX Text

REPAIR

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

SMALL

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

WELDING

AutoCAD SHX Text

MECH/PLUMB

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

RADIO

AutoCAD SHX Text

TEL/ELEC

AutoCAD SHX Text 125B

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

RADIO

AutoCAD SHX Text

TEL/ELEC

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

CUSTODIAL

AutoCAD SHX Text

CLOSET

AutoCAD SHX Text

CUSTODIAL

AutoCAD SHX Text

HALL

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

WORK

AutoCAD SHX Text

JOINT

AutoCAD SHX Text 121B

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

JWR

AutoCAD SHX Text

SHOWER

AutoCAD SHX Text

ROOM &

AutoCAD SHX Text

MENS

AutoCAD SHX Text

SHOWER

AutoCAD SHX Text

ROOM &

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

TOOL

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

VINYL

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

FINISHING

AutoCAD SHX Text

AREA

AutoCAD SHX Text

ADMINISTRATIVE

AutoCAD SHX Text

C & C SHOP

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

& ELEC

AutoCAD SHX Text

SERVER

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

ADMIN

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 112E

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 112F

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 112D

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 112C

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 112B

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

CHAIR

AutoCAD SHX Text

LAUNDRY

AutoCAD SHX Text

ADMIN.

AutoCAD SHX Text

SHOP

AutoCAD SHX Text M/P/W

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

SHOP

AutoCAD SHX Text M/P/W

AutoCAD SHX Text

ADMIN.

AutoCAD SHX Text

& CREWS

AutoCAD SHX Text

VEHICLE

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

CABINETRY

AutoCAD SHX Text

CARPENTRY &

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

& BREAK

AutoCAD SHX Text

MULTIPURPOSE

AutoCAD SHX Text

STAIR TO

AutoCAD SHX Text

MEZZANINE

AutoCAD SHX Text

COPIER

AutoCAD SHX Text

COPIER

AutoCAD SHX Text 24x12

AutoCAD SHX Text

16"%%CBD

AutoCAD SHX Text 24x12

AutoCAD SHX Text

ZD1

AutoCAD SHX Text

ZD2

AutoCAD SHX Text

ZD3

AutoCAD SHX Text Z-1

AutoCAD SHX Text Z-3

AutoCAD SHX Text Z-2

AutoCAD SHX Text 24x12

AutoCAD SHX Text

14" SA

AutoCAD SHX Text

DUCT SOX

AutoCAD SHX Text

950 CFM

AutoCAD SHX Text

12" SA DS 600 CFM

AutoCAD SHX Text 24x12

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text

CE-1

AutoCAD SHX Text

FSDR

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 14"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text

FSDR

AutoCAD SHX Text Z-4

AutoCAD SHX Text

ZD4

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 6"

AutoCAD SHX Text

%%U150 CR-1

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text

FSDR

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX…

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