Exhibit B - IBRF AC Replacement Project_IFC Drawings.pdf

29 MB Posted

Attached to
NREL Integrated Biorefinery Facility (IBRF) Air Compressor (AC) Replacement
Solicitation number
RFP-2023-23044
Issued by

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Other files

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Amendment 3 - RFP-2023-23044.pdf PDF
Amendment 2 - RFP-2023-23044.pdf PDF
Amendment 1 - RFP-2023-23044.pdf PDF
Exhibit I - Equipment Cutsheet - Co Knauf Insulation Submittal.pdf PDF
Exhibit H - Equipment Cutsheet - AC-273A_273B.pdf PDF
Exhibit E - Temp_Traffic_Control_Manual.pdf PDF
Exhibit A - IBRF AC Replacement Project_IFC_Specs.pdf PDF
Exhibit J - Equipment Cutsheet - EF-273.pdf PDF
Exhibit G - South 25 Surface Lot Parking Plan_Revised 6-9-2022.pdf PDF
Exhibit D - Offsite Waste Material Disposition Log.xlsx XLSX spreadsheet
Exhibit K - Equipment Cutsheet - L-273B.pdf PDF
Exhibit F - QA Plan guidance 412011.pdf PDF
Exhibit C - Construction EHS Manual - Version 7.pdf PDF
Exhibit L - Equipment Cutsheet - L-273C.pdf PDF
Exhibit M - Equipment Cutsheet - RH-273.pdf PDF
Attachment 3 - ESH Risk Eval Worksheet.docx DOCX document
Attachment 4 - Notice of Intent.docx DOCX document
Request for Proposals - RFP-2023-23044.pdf PDF
Attachment 1 - Appendix A - SOW - IBRF AC Replacement 3.31.23.pdf PDF
Appendix G - CO20230023 Rev. 3 dated 4.7.23 Building.pdf PDF
Attachment 2 - Sample Subcontract - SUB-2023-23044.pdf PDF
Attachment 5 - Biobased Product Purchases.xlsx XLSX spreadsheet
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REVISION NO.

A/E PROJECT NO.NREL PROJECT NO.

DATE

DESIGNER

ENGINEER

CHECKED BY

NREL APPROVED BY

BLDG. AREA ENG.

APPROVAL

DWG. FILE:

DATE: TIME:

ACAD VERSION:

BORDER: PLOT SCALE:

A/E APPROVED BY

USER:

PLATFORM:

XREF'S:

REVISIONSNO. BYDATE APP'D. FILE INFORMATION ENGINEERING REVIEW

DRAWING NO. PREFIX

DWG. FOLDER:

PLOT INFO.:

LAYOUT:

ZBD2234D-3.DWG UNITS: NREL WORK ORDER NO.

DRAWING NO.

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15013 Denver West Parkway

Golden, Colorado 80401-3393

U.S. Department of Energy by the Alliance for Sustainable Energy, LLC

Operated for the

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07/30/2021

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NREL IBRF AC REPLACEMENT

50% REVIEW SETA

90% REVIEW SETB

ISSUED FOR CONSTRUCTION0

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GENERAL NOTES & SPECIAL INSPECTIONS

DESIGN CRITERIA

1) CODES AND STANDARDS:

1A) GENERAL DESIGN

- INTERNATIONAL BUILDING CODE 2018

2) WIND LOADS

- RISK CATEGORY = II

- BASIC ULTIMATE WIND SPEED, Vult = 150 mph

- BASIC NOMINAL WIND SPEED, Vasd = 116.2 mph

- EXPOSURE CATEGORY = C

- INTERNAL PRESSURE COEFFICIENT, Gcpi = +/-0.18

- TOPOGRAPHIC FACTOR, Kzt = 1.00

- GROUND ELEVATION FACTOR, Ke = 0.8500

3) DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS

3A) PRESSURES LISTED BELOW ARE ULTIMATE

3B) COMPONENT AND CLADDING SURFACE PRESSURES (PSF)

- WALLS PRESSURES

WALLS AREA 10 SF 100 SF 200 SF 500 SF

WALLS INTERIOR NEG (ZONE 4) -41.3 -35.7 -34.0 -31.8

WALLS CORNER NEG (ZONE 5) -50.9 -39.6 -36.3 -31.8

WALLS POSITIVE ZONE 4 & 5 38.2 32.5 30.8 28.6

- ROOF PRESSURES

ROOF AREA 10 SF 100 SF 500 SF

ROOF INTERIOR NEG (ZONE 1) -66.4 -51.9 -41.7

- USE THESE FOR JOIST UPLIFT WIND DESIGN FORCES UNO

ROOF INTERIOR NEG (ZONE 1’) -38.2 -38.2 -25.8

ROOF NEGATIVE (ZONE 2) -87.6 -68.9 -55.8

- EAVES, RAKES, RIDGES

ROOF CORNERS NEG (ZONE 3) -119.4 -82 -55.8

ROOF POSITIVE ALL ZONES 17 16 16.0

4) LATERAL LOAD RESISTING SYSTEM DESCRIPTION:

- METAL ROOF DIAPHRAGM, LIGHT-GAGE METAL SHEAR WALLS.

- IN THE NORTH-SOUTH DIRECTION, THE PROPOSED WORK DOES NOT AFFECT THE EXISTING LATERAL LOAD RESISTING SYSTEM OR FORCES.

- IN THE EAST-WEST DIRECTION, THE REMAINING LATERAL SYSTEM HAS BEEN VERIFIED AS SUFFICIENT TO RESIST THE LATERAL FORCES.

5) GRAVITY LOADS

5A) SUPERIMPOSED DEAD LOAD = 8 PSF

5B) DRIFTING, SLIDING AND UNBALANCED SNOW

- GROUND SNOW LOAD = 42.9 psf

- SNOW EXPOSURE FACTOR, Ce = 1.1

- SNOW LOAD IMPORTANCE FACTOR, ls = 1.0

- THERMAL FACTOR, Ct = 1.00

- UNIFORM ROOF SNOW LOAD = 33.0 psf

- FLAT ROOF SNOW LOAD = 33.0 psf

GENERAL NOTES

1) GENERAL:

1A) ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS

“CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC.

2) USE OF DRAWINGS:

2A) DO NOT SCALE DRAWINGS.

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

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

ON THE PROJECT.

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

- CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION

- THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR BIDDING / PRICING

3) EXISTING STRUCTURES:

3A) CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON SITE OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN.

3B) DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION.

CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE:

- SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN

- DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS

- CONDITIONS OF INSTABILITY OR LACK OF SUPPORT

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

3C)PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS.

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

3E) CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE CONSTRUCTION SCHEDULE.

3F) NEW OPENINGS IN EXISTING STRUCTURE ARE NOT PERMITTED UNLESS INDICATED IN THESE STRUCTURAL DRAWINGS.

4) COORDINATION:

4A) STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK.

4B) COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH MECHANICAL DRAWINGS AND FIELD CONDITIONS PRIOR TO SHOP DRAWING

SUBMITTAL.

5) SUBMITTALS AND SUBSTITUTIONS:

5A) PROVIDE THE FOLLOWING SUBMITTALS:

- SHOP DRAWINGS OF STEEL CONSTRUCTION INCLUDING LAYOUT, DIMENSIONS, MEMBER SIZES, MATERIAL GRADES, WELD SIZES, WELD CALLOUTS, ASSEMBLIES, BOLT SIZE, LENGTH AND TYPE, AND OTHER PERTINENT DATA.

5B) CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS.

6) TEMPORARY CONDITIONS, CONSTRUCTION ENGINEERING, AND OSHA STANDARDS:

THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE

NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS.

CONCRETE NOTES

1) GENERAL:

1A) ALL WORK SHALL CONFORM WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS.

1B) DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, PROJECT SPECIFICATIONS, AND ACI PUBLICATION SP-66 (2004): “ACI DETAILING MANUAL”

2) REINFORCING MATERIALS:

- TYPICAL REINFORCING: ASTM A615, Fy = 60 ksi, Fu = 90 ksi

- WELDED AND FIELD BENT REINFORCING: ASTM A706, Fy = 60 ski, Fu = 80 ksi

- WELDED WIRE REINFORCING, SMOOTH: ASTM A1064, Fy = 65 ksi, Fu = 75 ksi

3) REINFORCING FABRICATION:

3A) NO SPLICING OF REINFORCEMENT IS PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MAY BE

MADE BY CONTACT LAPS.

3B) MISCELLANEOUS REINFORCING REQUIREMENTS:

- PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT.

- MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED.

- NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM WELDING IN ACCORDANCE WITH AWS D1.4-2011.

4) STRUCTURAL CONCRETE MIX REQUIREMENTS:

4A) CONCRETE PAD:

- NORMAL-WEIGHT

- TYPE I/II PORTLAND CEMENT

- 28-DAY STRENGTH (f’c, KSI) =3.5

- MAXIMUM AGGREGATE SIZE = 1”

- ENTRAINED AIR NOT PERMITTED EXCEPT WHERE CONTRACTOR CAN DEMONSTRATE THAT SLABS WITH ENTRAINED AIR WILL HAVE A FINISH ACCEPTABLE TO THE ARCHITECT

WITHOUT BLISTERS.

5) PLACING REINFORCEMENT:

5A) REINFORCEMENT PROTECTION: SEE DETAILS

5B) SEE ACI 318-05 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL REQUIREMENTS

5C)PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED.

POST-INSTALLED ANCHOR NOTES

1) MATERIALS:

- ADHESIVE (IN CONCRETE): HILTI HIT-HY 200

- ADHESIVE ANCHOR RODS: FY = 36 KSI MIN, FU = 58 KSI MIN

2) PERSONNEL REQUIREMENTS:

2A) THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. SUBMIT DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS HAVE PASSED THE TRAINING COURSE

PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.

2B) PERSONNEL WHO WILL INSTALL HORIZONTAL OR UPWARDLY INCLINED ADHESIVE ANCHORS IN CONCRETE THAT SUPPORT SUSTAINED TENSION LOADS SHALL BE CERTIFIED BY THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. THESE ANCHORS ARE DESIGNATED WITH A (CERT) AFTER THE ANCHOR CALL OUT. SUBMIT DOCUMENTED CONFIRMATION THAT PERSONNEL HAVE PASSED THE TRAINING COURSE PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.

3) INSTALLATION REQUIREMENTS:

3A) ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND PER MANUFACTURER'S ON-SITE

TRAINING.

3B) ALL ADHESIVE ANCHORS AND ADHESIVE ANCHORED REINFORCEMENT DESIGNS ARE FOR INSTALLATION IN THE FOLLOWING CONDITIONS, UNLESS NOTED OTHERWISE.

WRITTEN APPROVAL MUST BE RECEIVED FROM ENGINEER PRIOR TO INSTALLATION IN ALTERNATE CONDITIONS.

- DRY CONCRETE, UNLESS NOTED OTHERWISE.

- CONCRETE TEMPERATURE AT TIME OF INSTALLATION THROUGH CURE TIME MUST BE WITHIN THE TEMPERATURE RANGE SPECIFIED IN MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTION FOR ADHESIVE GEL AND CURE TIMES.

- ANCHOR HOLES TO BE HAMMER DRILLED AND CLEANED.

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

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

ADHESIVE INJECTION.

3C)THE POSITION OF EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL BE LOCATED PRIOR TO INSTALLING POST INSTALLED ANCHORS OR REINFORCEMENT.

EXISTING REINFORCEMENT SHALL BE LOCATED USING A SCANNER, GPR, X-RAY, CHIPPING OR OTHER MEANS. DO NOT DAMAGE OR CUT EXISTING REINFORCEMENT.

4) SUBSTITUTION REQUESTS:

4A) SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS AND PRODUCT DATA DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS IN COMPLIANCE WITH THE RELEVANT BUILDING CODES, LOAD RESISTANCE, INSTALLATION CATEGORY, CREEP APPROVAL, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE OF THE SPECIFIED PRODUCT.

STEEL NOTES

1) MATERIALS:

- ANCHOR RODS: ASTM F1554 GR 55, Fy = 55 ksi, Fu = 75 ksi, WELDABLE, HEAVY HEX HEAD

- PLATES, ANGLES, CHANNELS, AND ALL OTHER SHAPES: ASTM A36, Fy = 36 ksi, Fu = 65 ksi

- WELDING ELECTRODES: ASTM E70 PER AWS

- COLD-FORMED STUDS/PLATE, 54 MIL AND THICKER: ASTM A1003, Fy = 50 ksi

- COLD-FORMED TRACK, ALL THICKNESS A1003, Fy = 33 ksi

2) WELDING REQUIREMENTS:

2A) WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS.

2B) MINIMUM WELDS:

- AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, CONTINUOUS UNLESS OTHERWISE NOTED.

2C)WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE.

2D)WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4.

2E) FIELD WELDING SYMBOLS INDICATE SUGGESTED CONSTRUCTION PROCEDURES.

- SHORE/FORM REMOVAL P ACI 301-16 2.3.2 FOR BEAMS AND STRUCTURAL SLABS

- CURING P ACI 301-16 5.3.6 -

- PLACEMENT OF CONCRETE

C ACI 301-16 5.3.2 -

- FORMWORK PRIOR TO

PLACEMENT OF CONCRETE P ACI 301-16 2.2-2.3

INSPECT FIRST POUR OF EACH TYPE (GRADE BEAM,

COLUMN, STRUCTURAL SLAB, SLAB-ON-DECK, ETC.)

- MIX DESIGN

EACH TRUCK -

VERIFY USE OF APPROVED DESIGN MIXTURE FOR EACH

TRUCK LOAD

CONCRETE

- FIELD BENDING P ACI 301-16 3.3.2.8 -

- PRIOR TO PLACEMENT OF

CONCRETE 100%

- DURING PLACEMENT

P

ACI 301-16 3.2-3.3

VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, LOCATION,

SPACING, COVER, HOOK LENGTHS, SPLICE LENGTH, SPLICE

LOCATIONS, BEND DIAMETERS, COATING, SURFACE

CONDITION, AND SUPPORT

REINFORCING STEEL

ITEM FREQUENCY STANDARD CRITERIA

STRUCTURAL CONCRETE SPECIAL INSPECTIONS

2 . REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, SLUMP, CONCRETE SUPPLIER AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND ADMIXTURES, UNIT WEIGHT, AND AS

REQUIRED BY ASTM C39.

1 . NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ENGINEER, BUT WILL NOT BE USED AS SOLE BASIS FOR APPROVAL OR

REJECTION OF DEFICIENT CONCRETE.

STRUCTURAL CONCRETE TESTING NOTES:

- COMPRESSIVE STRENGTH

EACH COMPOSITE

SAMPLE

ASTM C31

ASTM C39

EITHER:

(4)6x12 OR (6)4x8 CYLINDERS

TEST PER SCHEDULE BELOW:

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

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

- 56 DAYS: (1) 6x12 OR (2) 4x8 (IF 28 DAY TESTS DO NOT

ACHIEVE SPECIFIED 28 DAY STRENGTH)

ACCEPTANCE CRITERIA PER ACI 318

- TEMPERATURE EACH COMPOSITE

SAMPLE AND 60 MINUTE

INTERVALS

ASTM C1064

REQUIRED WHEN AIR TEMPERATURE IS 40 °F AND

BELOW OR 80°F AND ABOVE

- SLUMP/SLUMP FLOW

EACH COMPOSITE

SAMPLE

ASTM C143 (SLUMP) OR

ASTM C1611 (SLUMP

FLOW)

SPECIFIED SLUMP SHALL BE AS SUBMITTED IN THE MIX

DESIGN ± 1 1/2". PERFORM ADDITIONAL TESTS WHEN

CONCRETE CONSISTENCY APPEARS TO CHANGE

f'c ≥ 5000 PSI AND

SHOTCRETE

50 CY/MIX/DAY

- COMPOSITE SAMPLE

ASTM C172

OBTAIN AT POINT OF PLACEMENT. FOR DRILLED PIERS

OBTAIN NEAR BEGINNING OF LOAD PRIOR TO

PLACEMENT IN SHAFT. ADJUST FREQUENCY AS

REQUIRED TO PROVIDE MINIMUM 5 TOTAL TESTS PER

MIX BUT NOT MORE THAN ONE SAMPLE PER TRUCK

LOAD

CONCRETE

ITEM FREQUENCY STANDARD CRITERIA

STRUCTURAL CONCRETE TESTING

- TENSION TEST

FIRST 3 AND 1% OF

REMAINING

ASTM E488

STATIC TENSION

TEST THE INSTALLATION OF THE FIRST 3 OF EACH TYPE,

BASE MATERIAL, AND POSITION (DOWN, HORIZONTAL,

OVERHEAD). OBSERVE ASTM E488 MINIMUM EDGE

DISTANCES FOR DETERMINING TEST LOCATIONS. SUBMIT

PROPOSED TEST

LOCATIONS AND REQUESTS FOR REQUIRED

TENSION TEST LOAD VALUES TO ENGINEER

ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE

ITEM FREQUENCY STANDARD CRITERIA

POST-INSTALLED ANCHOR/REINFORCING STEEL TESTING

- CURE TIME

100% VISUAL -

VERIFY FULL CURE TIME HAS ELAPSED PRIOR TO

APPLICATION OF TORQUE OR LOAD TO ANCHOR

- AFTER INSTALLATION OF

ATTACHED ASSEMBLY

100% VISUAL -

VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH

WITH AND PERPENDICULAR TO THE RECEIVING SURFACE

- DURING INSTALLATION OF

ANCHOR

C ICC-ES REPORT

CONTINUOUS INSPECTION REQUIRED REGARDLESS IF

PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT.

VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR

EMBEDMENT, EDGE DISTANCES AND SPACING

- PRIOR TO INSTALLATION OF

ANCHOR

EACH ANCHOR ICC-ES REPORT

VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE

MATERIAL. VERIFY SOLID GROUTED AREA AROUND

ANCHORS IN GROUTED MASONRY

- PRIOR TO START OF WORK

- ICC-ES REPORT REVIEW CONTRACTOR'S INSTALLATION PROCEDURE

ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE

ITEM FREQUENCY STANDARD CRITERIA

POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS

- AFTER INSTALLATION

100% VISUAL -

VERIFY MATERIALS HAVE BEEN DRAWN TOGETHER AND

FASTENER HEAD STAND-OFF IS ACCEPTABLE (FULLY

DRIVEN).

- DURING INSTALLATION P ICC-ES REPORT -

- PRIOR TO INSTALLATION

FIRST OF EACH

FASTENER TYPE AND

BASE MATERIAL

ICC-ES REPORT

VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE

MATERIAL

POWER-ACTUATED FASTENERS

- COLD FORMED STEEL

ASSEMBLIES P ICC-ES REPORT

VERIFY TYPE, NUMBER OF FASTENERS, AND INSTALLATION

IN CONFORMANCE WITH ICC-ES REPORT

- DAMAGED SCREWS

P -

NO POPPED SCREW HEADS OR STRIPPED SCREWS ARE

PERMITTED. ALL DAMAGED SCREWS SHALL BE REPLACED

- SCREW PENETRATION

P -

VERIFY MATERIALS HAVE BEEN DRAWN TOGETHER AND

SCREWS ARE FULLY DRIVEN WITH A MINIMUM PENETRATION

OF 3 THREADS THROUGH THE LAST MATERIAL JOINED

- FASTENER

P -

VERIFY TYPE, DIAMETER, LENGTH, SPACING AND EDGE

DISTANCES

SCREWED ATTACHMENTS

- LOAD-BEARING WALL FRAMING

P -

VERIFY STUD SEATED TIGHTLY WITHIN THE TOP AND

BOTTOM TRACK WITH GAP NOT EXCEEDING PERMITTED

DIMENSION, WHERE GAP IS EXCEEDED VERIFY SHIMS ARE

PROVIDED

- PUNCHOUTS

P -

VERIFY SPACING REQUIREMENTS FROM BEARINGS AND

CONNECTIONS AND REINFORCING IS USED WHERE

REQUIRED

- SPLICING

P -

NO SPLICING OF STRUCTURAL MEMBERS PERMITTED

UNLESS SPECIFIED ON THE CONSTRUCTION DOCUMENTS

- FIELD CUTS AND NOTCHES

P -

NO CUTS OR NOTCHES THROUGH SECTION FLANGES

PERMITTED

- MEMBERS AND CONNECTIONS

P - VERIFY TYPE, SIZE, LOCATION, SPACING

FRAMING

ITEM FREQUENCY STANDARD CRITERIA

STRUCTURAL COLD FORMED STEEL SPECIAL INSPECTIONS

H J J.2

(2) 600S137-43 KING STUD AND

(1) 600S137-43 JACK STUD, SISTER TO

EXISTING STUD @ IBRF WALL W/ (2) #8

SCREWS @ 24" OC, FASTEN STUDS PER

& , COORDINATE FINAL LOCATION

WITH MECH

(E) METAL PANEL WALL

1'-8" 20'-0" 5'-0" 15'-3" 30'-0"

'-9

/2

2"

(E) IBRF EXTERIOR WALL

K L

2"

SE

E

NO

TE

5'- 3"

SE

E

NO

TE

3'- 6"

SEE NOTE 3

5'-5"

SEE NOTE 3

3'-0"

ADD/ALTERNATE TO DEMO (E)

BOILER EQUIPMENT PAD AND

INSTALL EQUIPMENT PAD FOR

RELOCATED CHILLER AS SHOWN,

PER 6/S400

HEADER AND SILL

PER 2/S400

CUT EXISTING STUDS AS NEEDED,

SHORE FRAMING UNTIL NEW

FRAMING IS INSTALLED

HEADER AND SILL PER ,

ALERT ENGINEER IF (E) FRAMING

IS PRESENT WHICH COULD BE

REUSED AS EITHER HEADER OR

LINTEL ELEMENTS.

2/S400

(2) 600S137-43 KING STUDS AND

(1) 600S137-43 JACK STUD,

FASTEN STUDS PER &

, COORDINATE FINAL

LOCATION WITH MECH

5/S400

VERIFY W/ MECH

5'-0" OPENING, MAX

VERIFY W/ MECH

1'-11"

VE

RI

FY

W

/ M

EC

H

7"

VE

RI

FY

W

/ M

EC

H

2'- 0"

O

PE

NI

NG

, M

AX

7/S400

CUT EXISTING STUDS AS NEEDED,

SHORE FRAMING UNTIL NEW

FRAMING IS INSTALLED

5/S400 7/S400

PLAN NOTES:

1) SHED WALL SYSTEM ASSUMED TO BE METAL PANEL ON HAT CHANNELS SUPPORTED BY VERTICAL STUDS. CONTACT ENGINEER IF EXISTING CONSTRUCTION DIFFERS.

2) AT WALL INFILL AROUND LOUVERS, CONNECT STUD TO TRACKS PER

3) COORDINATE FINAL SIZES AND LOCATIONS OF ALL LOUVERS AND EQUIPMENT PADS WITH MECHANICAL DRAWINGS AND EQUIPMENT MANUFACTURERS

7/S400

KEYPLAN

AREA OF WORK

REVISION NO.

A/E PROJECT NO.NREL PROJECT NO.

DATE

DESIGNER

ENGINEER

CHECKED BY

NREL APPROVED BY

BLDG. AREA ENG.

APPROVAL

DWG. FILE:

DATE: TIME:

ACAD VERSION:

BORDER: PLOT SCALE:

A/E APPROVED BY

USER:

PLATFORM:

XREF'S:

REVISIONSNO. BYDATE APP'D. FILE INFORMATION ENGINEERING REVIEW

DRAWING NO. PREFIX

DWG. FOLDER:

PLOT INFO.:

LAYOUT:

ZBD2234D-3.DWG UNITS: NREL WORK ORDER NO.

DRAWING NO.

M M

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15013 Denver West Parkway

Golden, Colorado 80401-3393

U.S. Department of Energy by the Alliance for Sustainable Energy, LLC

Operated for the

REVISIONSNO. BYDATE APP'D.

/2

9/

2:

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IBRF

AC REPLACEMENT

STRUCT

S100

IBRF

IBRF-038 B

EX20203102 -- 20-115A

07/30/2021

07/30/2021

07/30/2021

DG

DG

NL

07/30/2021

NREL IBRF AC REPLACEMENT

50% REVIEW SETA

90% REVIEW SETB

ISSUED FOR CONSTRUCTION0

01/15/2021 DRG NL

05/07/2021 DRG NL

07/30/2021 DRG NL

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FLOOR PLAN

1/4" = 1'-0"

FLOOR PLAN

H J J.2

(E) 8" PURLIN @ 16" OC

(E) L2x2 KICKER, TYP

S400

EXHAUST FAN, NO STRUCTURAL

MODIFICATIONS REQUIRED

MECHANICAL ROOF OPENING,

DO NOT CUT PURLINS

K L

VERIFY W/ MECH

3'-6" MAX

VERIFY W/ MECH

3'-6" MIN

SE

E

NO

TE

4'- 9"

VE

RI

FY

W

/ M

EC

H

4'- 0"

M

AX

KEYPLAN

AREA OF WORK

PLAN NOTES:

1) COORDINATE FINAL SIZES AND LOCATIONS OF ALL MECHANICAL ROOF OPENINGS WITH MECHANICAL DRAWINGS AND EQUIPMENT MANUFACTURERS

REVISION NO.

A/E PROJECT NO.NREL PROJECT NO.

DATE

DESIGNER

ENGINEER

CHECKED BY

NREL APPROVED BY

BLDG. AREA ENG.

APPROVAL

DWG. FILE:

DATE: TIME:

ACAD VERSION:

BORDER: PLOT SCALE:

A/E APPROVED BY

USER:

PLATFORM:

XREF'S:

REVISIONSNO. BYDATE APP'D. FILE INFORMATION ENGINEERING REVIEW

DRAWING NO. PREFIX

DWG. FOLDER:

PLOT INFO.:

LAYOUT:

ZBD2234D-3.DWG UNITS: NREL WORK ORDER NO.

DRAWING NO.

M M

J O

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15013 Denver West Parkway

Golden, Colorado 80401-3393

U.S. Department of Energy by the Alliance for Sustainable Energy, LLC

Operated for the

REVISIONSNO. BYDATE APP'D.

/2

9/

2:

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P ro je ct s/

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IB

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.rv t

IBRF

AC REPLACEMENT

STRUCT

S101

IBRF

IBRF-038 B

EX20203102 -- 20-115A

07/30/2021

07/30/2021

07/30/2021

DG

DG

NL

07/30/2021

NREL IBRF AC REPLACEMENT

50% REVIEW SETA

90% REVIEW SETB

ISSUED FOR CONSTRUCTION0

01/15/2021 DRG NL

05/07/2021 DRG NL

07/30/2021 DRG NL

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.0

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L A

N E

ROOF PLAN

1/4" = 1'-0"

ROOF PLAN

600T125-54, SILL TRACK

ATTACH TO TRACK

SEGMENT W/(1) #10 TEK

SCREW EA SIDE

JAMB STUD

TRACK SEGMENT

TO MATCH WALL STUD

600T125-54x0'-4", ATTACH TO JAMB STUD

W/ (4)#10 TEK SCREWS

SILL

600T125-54

HEADER TRACK

(2) 600S162-54

HEADER MEMBER

JAMB STUDS, SISTER

TOGETHER W/ (2) #8

SCREWS @ 24" OC

L2x2x12 GAGE x

TRACK WIDTH

JACK STUD,

MATCH JAMB

STUD

ATTACH HEADER

TRACKS TO HEADER

MEMBERS W/(2) #10

TEK SCREWS @ 12"

OC

TRACK SEGMENT

600T125-54. ATTACH

TO JAMB STUD W/(8)

#10 TEK SCREWS,

NOT SHOWN

(3) #10 TEK SCREWS

EA LEG OF L

8" M

IN

12" M

IN

(3) #10 TEK SCREWS

EA FLANGE OF

TRACK

HEADER

NOTES:

1) TRACK THICKNESS TO MATCH EXISTING WALL STUD THICKNESS. 6" STUD THICKNESS ASSUMED

KNURLED SHANK

FASTENERS ARE TO BE

DRIVEN THROUGH THE

THICKNESS OF STEEL

PAF

COLD FORMED STL

1 1/2" MIN FASTENER SPACING

PAF IN STEEL

PAF IN CONCRETE

P

1/

S

LA

B T

H K

P M

A X

PAF

COLD FORMED STL

3" MIN EDGE DISTANCE

4" MIN FASTENER SPACING

d (MIN) BTWN FASTENERS

COLD-FORMED STL

d (MIN) TO EDGE OF

C O

LD

-F

O R

M E

D S

T E

E L d (M

IN

) T

O E

D G

E O

F

EDGE OF ATTACHED

COLD-FORMED STL

TEK SCREWS,

PENETRATE 3 THREADS

(MIN) PAST FINAL PLY,

TYP

TEK SCREW SIZE

#10

#12 d

5/8"

3/4"

TYP SCREW PLACEMENT

600 S 162 - 54

MATERIAL THICKNESS:

IN 1/1000 INCHES

MEMBER DEPTH:

IN 1/100 INCHES

FLANGE WIDTH:

IN 1/100 INCHES

TYPE:

S = STUD OR JOIST SECTIONS

T = TRACK SECTIONS

U = CHANNEL SECTIONS

F = FURRING CHANNEL SECTIONS

TYPICAL ANNOTATION

LOCATION NUMBER OF FASTENERS REQUIRED

TYP FRAMING (1) 0.157"Ø PAF @ 12" OC

JAMBS (2) 0.157"Ø PAFs PER JAMB STUD

NOTES:

1. 1 1/4" EMBED REQUIRED FOR ALL PAFs

2. CUT AND BEND TRACK UP AT EXTERIOR

JAMBS WHERE TRACK TERMINATES AT JAMB

PACK

3. IF ATTACHING TRACK TO (E) WALL GIRTS,

USE #10 TEK SCREWS IN LIEU OF PAFs

(3) # 10 TEK SCREWS EA

FLANGE (4) # 10 TEK

SCREWS AT WEB (NOTE 2)

d d

S400

L2x2x1/4, TYPICAL

(E) ROOF DECK

(E) ROOF PURLIN

NOTE:

1. COORDINATE ANGLE LOCATIONS WITH MECHANICAL ROOF VENT LOCATION.

2. INSTALL ANGLES AT ALL BAYS BELOW MECHANICAL ROOF VENT.

3/16

TYP

FASTEN (E) ROOF DECK TO

ANGLE WITH (2) #8 SCREWS

PER ANGLE, TYPICAL

6" MIN

ANCHOR RODS BY EQUIPMENT

MANFACTURER

#4@12" EACH WAY CENTERED

(E) SLAB

6"

3/4" CHAMFER

M

IN

#10 TEK SCREW ES, TYP

SCREWED

OPTION

WELDED OPTION

1/8" MAX GAP BTWN

STUD AND TRACK, TYP

1/8 1/2

1/8 1/2

M

IN

1/8 1/2

1/8" MAX GAP BTWN

STUD AND TRACK, TYP

REVISION NO.

A/E PROJECT NO.NREL PROJECT NO.

DATE

DESIGNER

ENGINEER

CHECKED BY

NREL APPROVED BY

BLDG. AREA ENG.

APPROVAL

DWG. FILE:

DATE: TIME:

ACAD VERSION:

BORDER: PLOT SCALE:

A/E APPROVED BY

USER:

PLATFORM:

XREF'S:

REVISIONSNO. BYDATE APP'D. FILE INFORMATION ENGINEERING REVIEW

DRAWING NO. PREFIX

DWG. FOLDER:

PLOT INFO.:

LAYOUT:

ZBD2234D-3.DWG UNITS: NREL WORK ORDER NO.

DRAWING NO.

M M

J O

B

P

R

IN

C

IP

A L:

E O

R

P R

O

JE

C T

M A

N A

G E

R

D E

S

IG

N E

R S

D

A T

E P

R

IN

T E

D

F

IL

E P

A T

H

15013 Denver West Parkway

Golden, Colorado 80401-3393

U.S. Department of Energy by the Alliance for Sustainable Energy, LLC

Operated for the

REVISIONSNO. BYDATE APP'D.

/2

9/

2:

:2

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S tru ct ur al

R ev it

P ro je ct s/

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IB

R F

A

IR

C O

M P

R E

S S

O R

.rv t

IBRF

AC REPLACEMENT

STRUCT

S400

IBRF

IBRF-038 B

EX20203102 -- 20-115A

07/30/2021

07/30/2021

07/30/2021

DG

DG

NL

07/30/2021

NREL IBRF AC REPLACEMENT

50% REVIEW SETA

90% REVIEW SETB

ISSUED FOR CONSTRUCTION0

01/15/2021 DRG NL

05/07/2021 DRG NL

07/30/2021 DRG NL

D A

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L A

N E

DETAILS

3/4" = 1'-0"S400

CF LOUVER OPENING2

3" = 1'-0"S400

TYP CF FASTENER DETAILS3

1 1/2" = 1'-0"S400

TYP CF ANNOTATION1

1 1/2" = 1'-0"S400

TYP CF LB BOTTOM TRACK TO CONC5

1 1/2" = 1'-0"S400

ROOF OPENING REINFORCEMENT4

1 1/2" = 1'-0"S400

EQUIPMENT PAD6

NO SCALES400

TYP CF STUD TO TRACK7

AEDESIGN

Integrated Lighting and Electrical Solutions

1900 Wazee Street #205 Denver, CO 80202 303.296.3034 aedesign-inc.com Project #:5130.00

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G

PE

MCC-1

xxxx

TO

S

M

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1/2

D

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WM

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GFCI

GFI

3/13/23 http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.nrel.gov/doe.html http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/ http://www.mriresearch.org/

1900 Wazee Street #205 Denver, CO 80202 303.296.3034 aedesign-inc.com Project #:5130.00

3/13/23 file:///J:/permanent/afuf/master_record/xref_model/Column%20"H.3" file:///J:/permanent/afuf/master_record/xref_model/Column%20"J.5" file:///J:/permanent/afuf/master_record/xref_model/Column%20"K.1" file:///J:/permanent/afuf/master_record/xref_model/Column%20"L.3" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" file:///J:/permanent/afuf/master_record/xref_model/Column%20"4" 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