Attachment 3 - Drawings - PACT B4 - Part 1.pdf

SAUK RIVER

TRANSFER

SWITCH

CAPACITOR

BANK (3)

SWITCH

(2)

15KV

MAIN

SW

BATT

35 KV

TO

15 KV

TRANSFORMER

35KV

FUSED

SWITCH

METER 35KV

SWITCH

TRANSFER

SWITCH

CAPACITOR

BANK (3)

SWITCH

(2) 15KV

MAIN

SW

BATT 35 KV

TO

15 KV

TRANSFORMER

35KV

FUSED

SWITCH

METER 35KV

SWITCH

GRAVEL

GRAVEL

GRAVEL

EXISTING

ROAD

CHAIN LINK FENCE

CHAIN LINK FENCE

16' GATE

GRAVEL

NEW 6' CHAIN LINK FENCE

VESTIBULE

DN

C

16"

20"

12"

3"

8"

C

SIGNSIGN

TP TP

CT

T

RA

ILE

R

.3

.33

LINK TO

BUILDING 51

PASS

THROUGH

SOUTH

VESTIBULE

FB

FB

FB

FB

FB

FB

DN

FD

DN

DN

1A

CORRIDOR LINK

1B

ARCHITECT/ENGINEER OF RECORD:

4801 VETERANS DRIVE

PROJECT TITLE:

CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

BUILDING NUMBER:

BANCROFT ARCHITECTS + ENGINEERS

CONTRACT NUMBER: 36C263-19-D-0022

TASK ORDER NUMBER: 36C26319N1141

STATION PROJECT NUMBER: 656-400

BAE PROJECT NUMBER: 18-116

PROJECT NUMBERS:

V U.S. Department of Veterans AffairsA

PROJECT LOCATION:

ST. CLOUD, MINNESOTA 56303

ISSUE FOR 100% CONSTRUCTION DOCUMENTS

700 NICHOLAS BLVD. SUITE 300

ELK GROVE VILLAGE, ILLINOIS 60007

656-400

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

CONSULTANTS:

STRUCTURAL ENGINEER OF RECORD:

JOHNSON WILBUR ADAMS, INC.

330 S. NAPERVILLE ROAD, SUITE 300

WHEATON, ILLINOIS 60187

MEP ENGINEER OF RECORD:

IMEG CORP.

3001 BROADWAY STREET NE, SUITE 601

MINNEAPOLIS, MN 55413

CERTIFIED INDUSTRIAL HYGIENIST:

INSTITUTE FOR ENVIRONMENTAL ASSESSMENT, INC.

9201 WEST BROADWAY

BROOKLYN PARK, MN 55445

OCTOBER 28, 2022

LCDA

ARCHITECTURE

MECHANICAL ELECTRICAL

PLUMBING

PROFESSIONAL SEALS:PROFESSIONAL SEALS:

STRUCTURAL

INDUSTRIAL HYGENIST

10.28.2022

10/28/2022

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

Dennis Mika

10/28/2022 10/28/2022

10/28/202210/28/2022 24706

Alexander S. Quast

Robert Douglas Lowe

Robert Douglas Lowe

24706

53095

ISSUE FOR 100% CONSTRUCTION DOCUMENTS

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

ISSUE FOR 100% CONSTRUCTION DOCUMENTS

JMcAllister Snapshot

656-400

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

LCDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

Dennis Mika

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

JMRDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

JMRDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

GENERAL NOTES FOR CONTRACTORS B.O.D. COMPLIANCE PROTOCOLS

LCDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

LCDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

LCDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

TO EXIT B

(FIRST FLOOR

ABOVE. SEE GI101.)

TO EXIT A

(FIRST FLOOR

ABOVE. SEE GI101.)

POINT OF EXIT

DIVERGENCE

MAX DIAGONAL = 84'-9"

656-400

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

KEY PLAN

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

X

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

1-HOUR FIRE/SMOKE BARRIER

2-HOUR FIRE/SMOKE BARRIER

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

(EXISTING)

1-HOUR FIRE/SMOKE BARRIER (EXISTING)

2-HOUR FIRE/SMOKE BARRIER (EXISTING)

LCDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

UCF

EXIT A

EXIT B

(EXISTING FIRE

DOOR TO

ADJACENT

BUILDING)

EXIT D

CONTINUED FROM

BSMT MECH. RM.

CONTINUED FROM

BSMT MECH. RM.

EXIT C

(EXISTING STAIRS

TO GRADE)

(EXISTING STAIRS

TO GRADE)

(TO EXISTING

STAIRS TO GRADE)

CONTINUED FROM

BSMT MECH. RM.

656-400

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

KEY PLAN

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

X

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

1-HOUR FIRE/SMOKE BARRIER

2-HOUR FIRE/SMOKE BARRIER

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

(EXISTING)

1-HOUR FIRE/SMOKE BARRIER (EXISTING)

2-HOUR FIRE/SMOKE BARRIER (EXISTING)

LCDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

MATRIX OF PRECAUTIONS FOR

CONSTRUCTION AND RENOVATION

INFECTION CONTROL RISK ASSESSMENT (ICRA)

INSPECTION AND NON-INVASIVE ACTIVITIES

SMALL SCALE, SHORT DURATION ACTIVITIES

WHICH CREATES MINIMAL DUST AND DEBRIS

LARGE-SCALE, LONGER DURATION ACTIVITIES

THAT CREATE A MODERATE AMOUNT OF DUST

AND DEBRIS

MAJOR DEMOLITION AND CONSTRUCTION

PROJECTS

TYPE A

TYPE B

TYPE C

TYPE D

PATIENT RISK GROUPS

LOW RISK MEDIUM RISK HIGH RISK HIGHEST RISK

IC MATRIX - CLASS OF PRECAUTIONS:

CONSTRUCTION PROJECT BY PATIENT RISK

CONSTRUCTION PROJECT TYPE

RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D

I II II III/ IV

I II III IV

I III IV V

III IV V V

656-400

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

INFECTION CONTROL - GENERAL NOTES

DESCRIPTION OF REQUIRED INFECTION CONTROL

PRECAUTIONS FOR CLASS V

INFECTION CONTROL REQUIRED BY ALL CLASSES

ADDITIONAL REQUIREMENTS

JJDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

AREA UNDER

CONSTRUCTION

RESTRICTED AREA

THIS IS A

XXXXXX XXXX XXXX

XXXXXX XXXX XXXX

XXXXXX XXXX XXXX

656-400

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

JJDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

KEY PLAN

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

ZONE 1

ZONE 2

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

LCDA

X

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

1-HOUR FIRE/SMOKE BARRIER

2-HOUR FIRE/SMOKE BARRIER

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

(EXISTING)

1-HOUR FIRE/SMOKE BARRIER (EXISTING)

2-HOUR FIRE/SMOKE BARRIER (EXISTING)

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

UCF UCFUCF

656-400

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

KEY PLAN

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

X

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

1-HOUR FIRE/SMOKE BARRIER

2-HOUR FIRE/SMOKE BARRIER

SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

(EXISTING)

1-HOUR FIRE/SMOKE BARRIER (EXISTING)

2-HOUR FIRE/SMOKE BARRIER (EXISTING)

LCDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

VESTIBULE

DN

DN

FD

FB

FB

FB

FB

FB

FB

SOUTH

VESTIBULE

CC

1B

CORRIDOR LINK

1A

UCF

656-400

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

KKDA

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

A3

A1

L3

A4 A4A4

A4

A8 A8

A4

H

A4

1. REFER TO SPECIFICATIONS 028211, 028213.19 AND 028333.13 FOR

ASBESTOS AND LEAD PAINT REMOVAL AND ABATEMENT

REQUIREMENTS AND PROCEDURES.

2. REFER TO ASBESTOS INSPECTION REPORT 04-26-2017 AND

CURRENT ASBESTOS/LEAD CONSULTANT FINDINGS.

REMOVE ASBESTOS-CONTAINING 12" FLOOR TILE AND BLACK

MASTIC UNDER CARPET AS INDICATED IN THE KEYNOTES

REMOVE ASBESTOS-CONTAINING 12" FLOOR TILE AND

BLACK MASTIC AS INDICATED IN THE KEYNOTES

CONSTRUCT LOCKABLE, IMPERMEABLE ENCLOSURE AROUND THE

PERSONNEL DECONTAMINATION UNIT AND SEPARATE

EQUIPMENT/WASTE LOADOUT UNIT.

REMOVE ASBESTOS-CONTAINING 12" FLOOR TILE AND MASTIC UNDER

FULL CONTAINMENT

REMOVE ASBESTOS-CONTAINING 12" FLOOR TILE AND MASTIC BELOW

CARPETING UNDER FULL CONTAINMENT

THE SCOPE OF THE ASBESTOS RELATED WORK CONSISTS OF

REMOVING ASBESTOS CONTAINING PIPE AND FITTING INSULATION, AND

ASBESTOS CONTAINING FLOORING AND MASTIC.

ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH ALL FEDERAL,

STATE AND LOCAL REGULATIONS AND THE CONTRACT SPECIFICATIONS.

THE ABATEMENT WORK SHALL BE CONDUCTED DURING REGULAR

BUSINESS HOURS (8:00 AM - 4:30 PM) EXCLUDING FEDERAL HOLIDAYS.

WORK SCHEDULES AND LIMITS OF ABATEMENT SHALL BE COORDINATED

WITH THE VA COR AND VPIH FOR APPROVALS.

THE ABATEMENT CONTRACTOR SHALL SUBMIT A DETAILED WORK PLAN

AND ABATEMENT SCHEDULE WITH THE REQUIRED SUBMITTALS. ANY

CHANGES TO THE PROCEDURES, CONTAINMENT LIMITS AND PHASING

SHALL BE SUBMITTED TO THE VA COR AND VPIH FOR APPROVALS.

THE LOCATIONS AND QUANTITIES OF ALL ABATEMENT SHALL BE FIELD

VERIFIED BY THE ABATEMENT CONTRACTOR AND THE GENERAL

CONTRACTOR. THE LIMITS OF REMOVAL AND EXTENT OF THE

CONTAINMENTS SHALL BE VERIFIED WITH THE VA COR AND VPIH. FOR

CLARITY, THE DRAWINGS ONLY SHOW REPRESENTATIVE LOCATIONS OF

PIPING.

ALL LOADOUT PROCEDURES SHALL BE COORDINATED WITH THE VA COR

AND VPIH.

A FULL DECONTAMINATION UNIT IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS SHALL BE REQUIRED FOR EACH CONTAINMENT WITH

FLOOR TILE OR MASTIC REMOVAL AND ALSO PIPE INSULATION

QUANTITIES GREATER THAN 25 LF. THE LOCATIONS OF ABATEMENT

DECONTAMINATION UNITS AND WASTE DISPOSAL CONTAINERS SHALL

BE FIELD VERIFIED WITH THE VA COR AND VPIH.

THE ABATEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR

TEMPORARY HEAT TO THE SPACE DURING PERIODS OF COLD WEATHER

TO PROTECT ANY WATER LINES FROM FREEZING.

1.

2.

3.

4.

5.

6.

7.

8.

9.

REMOVE LEAD-BASED PAINTED WINDOW AS

INDICATED IN THE KEYNOTES

REMOVE ASBESTOS-CONTAINING PIPE INSULATION

(VERTICAL RISERS & HORIZONTAL RUNS) AS INDICATED

IN THE KEYNOTES

REMOVE LEAD-CONTAINING GLAZED CERAMIC

BLOCK WALL AS INDICATED IN THE KEYNOTES

REMOVE DOOR WITH LEAD-BASED PAINT AS WHOLE

COMPONENT AS INDICATED IN THE KEYNOTES

REMOVE LEAD GLAZED CERAMIC BLOCK WALL

WHOLE COMPONENT REMOVAL OF DOOR WITH LBP

WHOLE COMPONENT REMOVAL OF WINDOW UNIT WITH

ASBESTOS-CONTAINING GLAZING COMPOUND AND CAULKING AND LBP.

WINDOW OPENINGS SHALL BE TEMPORARILY COVERED USING 1/2"

PLYWOOD WITH 2"X4" SUPPORTS AND SEALED WITH 6 MIL POLY AND

DUCT TAPE.

REMOVE NON-ASBESTOS WALL BOARD WITH ASBESTOS-CONTAINING

ADHESIVE UNDER FULL CONTAINMENT

REMOVE ASBESTOS-CONTAINING ADHESIVE UNDER

NON-ASBESTOS 12" WALL TILE AS INDICATED IN THE

KEYNOTES

REMOVE ASBESTOS-CONTAINING PIPE INSULATION, UNDER FULL

CONTAINMENT, WHICH IS EXPOSED AS A RESULT OF WALL DEMOLITION.

WHOLE COMPONENT REMOVAL OF ROOF DRAIN PIPE WITH ASBESTOS

CONTAINING BITUMINOUS COATING. MATERIAL IS <1 S.F. AND LOCATED

AT THE END OF DRAIN PIPE WHERE STEEL GUTTER DOWNSPOUT

ENTERS PIPE.

REMOVE ROOF DRAIN WITH ASBESTOS-CONTAINING

BITUMINOUS COATING AS INDICATED IN THE KEY NOTES

REMOVE WINDOW WITH ASBESTOS-CONTAINING GLAZING

COMPOUND AND CAULKING AND LBP AS INDICATED IN THE

KEYNOTES. DISPOSE AS ACM.

REMOVE DUCTWORK WITH LEAD-BASED PAINT AS

WHOLE COMPONENT AS INDICATED IN THE KEY

NOTES

WHOLE COMPONENT REMOVAL OF DUCTWORK WITH LBP

ASBESTOS-CONTAINING FLOOR TILE AND MASTIC IS NOT AFFECTED

BY THIS PROJECT.

GLOVEBAG AND WHOLE COMPONENT REMOVAL OF

ASBESTOS-CONTAINING PIPE INSULATION WHICH IS ASSUMED TO BE

CONCEALED BEHIND CHASE WALLS AND OR PLASTER/SEALED CEILING

SYSTEMS AT THIS LOCATION. PIPE INSULATION WILL BE EXPOSED AS A

RESULT OF CEILING AND WALL DEMOLITION.

HEPA EXHAUST UNIT LOCATION AND EXHAUST ROUTE

656-400

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

KEY PLAN

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DRAWINGS

10/28/22ISSUE FOR 100% CONSTRUCTION DRAWINGS 9201 West Broadway Brooklyn Park, MN 55445

Tel: 763.315.7900 Toll Free: 800.233.9513

BVBV

ZONE 1

ZONE 2

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DOCUMENTS

L2L2

A7 A2

A2A6 A2 A2

A2

A2

A7

L2

A4

A2A1

A6

A7

A7 L1

A7A7

A7

L2

A7

A7

A6

A6

A5

A2

A5 A5

A3

A2

A4 A4

A1

A2

A1 A1

A4

A2

A5 A5 A5

A4

A7

A3

A9

HH

A3

A4

H

H

H

H

A6

A2

A2

1. REFER TO SPECIFICATIONS 028211, 028213.19 AND 028333.13 FOR

ASBESTOS AND LEAD PAINT REMOVAL AND ABATEMENT

REQUIREMENTS AND PROCEDURES.

2. REFER TO ASBESTOS INSPECTION REPORT 04-26-2017 AND

CURRENT ASBESTOS/LEAD CONSULTANT FINDINGS.

REMOVE ASBESTOS-CONTAINING 12" FLOOR TILE AND BLACK

MASTIC UNDER CARPET AS INDICATED IN THE KEYNOTES

REMOVE ASBESTOS-CONTAINING 12" FLOOR TILE AND

BLACK MASTIC AS INDICATED IN THE KEYNOTES

CONSTRUCT LOCKABLE, IMPERMEABLE ENCLOSURE AROUND THE

PERSONNEL DECONTAMINATION UNIT AND SEPARATE

EQUIPMENT/WASTE LOADOUT UNIT.

REMOVE ASBESTOS-CONTAINING 12" FLOOR TILE AND MASTIC UNDER

FULL CONTAINMENT

REMOVE ASBESTOS-CONTAINING 12" FLOOR TILE AND MASTIC BELOW

CARPETING UNDER FULL CONTAINMENT

THE SCOPE OF THE ASBESTOS RELATED WORK CONSISTS OF

REMOVING ASBESTOS CONTAINING PIPE AND FITTING INSULATION, AND

ASBESTOS CONTAINING FLOORING AND MASTIC.

ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH ALL FEDERAL,

STATE AND LOCAL REGULATIONS AND THE CONTRACT SPECIFICATIONS.

THE ABATEMENT WORK SHALL BE CONDUCTED DURING REGULAR

BUSINESS HOURS (8:00 AM - 4:30 PM) EXCLUDING FEDERAL HOLIDAYS.

WORK SCHEDULES AND LIMITS OF ABATEMENT SHALL BE COORDINATED

WITH THE VA COR AND VPIH FOR APPROVALS.

THE ABATEMENT CONTRACTOR SHALL SUBMIT A DETAILED WORK PLAN

AND ABATEMENT SCHEDULE WITH THE REQUIRED SUBMITTALS. ANY

CHANGES TO THE PROCEDURES, CONTAINMENT LIMITS AND PHASING

SHALL BE SUBMITTED TO THE VA COR AND VPIH FOR APPROVALS.

THE LOCATIONS AND QUANTITIES OF ALL ABATEMENT SHALL BE FIELD

VERIFIED BY THE ABATEMENT CONTRACTOR AND THE GENERAL

CONTRACTOR. THE LIMITS OF REMOVAL AND EXTENT OF THE

CONTAINMENTS SHALL BE VERIFIED WITH THE VA COR AND VPIH. FOR

CLARITY, THE DRAWINGS ONLY SHOW REPRESENTATIVE LOCATIONS OF

PIPING.

ALL LOADOUT PROCEDURES SHALL BE COORDINATED WITH THE VA COR

AND VPIH.

A FULL DECONTAMINATION UNIT IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS SHALL BE REQUIRED FOR EACH CONTAINMENT WITH

FLOOR TILE OR MASTIC REMOVAL AND ALSO PIPE INSULATION

QUANTITIES GREATER THAN 25 LF. THE LOCATIONS OF ABATEMENT

DECONTAMINATION UNITS AND WASTE DISPOSAL CONTAINERS SHALL

BE FIELD VERIFIED WITH THE VA COR AND VPIH.

THE ABATEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR

TEMPORARY HEAT TO THE SPACE DURING PERIODS OF COLD WEATHER

TO PROTECT ANY WATER LINES FROM FREEZING.

1.

2.

3.

4.

5.

6.

7.

8.

9.

REMOVE LEAD-BASED PAINTED WINDOW AS

INDICATED IN THE KEYNOTES

REMOVE ASBESTOS-CONTAINING PIPE INSULATION

(VERTICAL RISERS & HORIZONTAL RUNS) AS INDICATED

IN THE KEYNOTES

REMOVE LEAD-CONTAINING GLAZED CERAMIC

BLOCK WALL AS INDICATED IN THE KEYNOTES

REMOVE DOOR WITH LEAD-BASED PAINT AS WHOLE

COMPONENT AS INDICATED IN THE KEYNOTES

REMOVE LEAD GLAZED CERAMIC BLOCK WALL

WHOLE COMPONENT REMOVAL OF DOOR WITH LBP

WHOLE COMPONENT REMOVAL OF WINDOW UNIT WITH

ASBESTOS-CONTAINING GLAZING COMPOUND AND CAULKING AND LBP.

WINDOW OPENINGS SHALL BE TEMPORARILY COVERED USING 1/2"

PLYWOOD WITH 2"X4" SUPPORTS AND SEALED WITH 6 MIL POLY AND

DUCT TAPE.

REMOVE NON-ASBESTOS WALL BOARD WITH ASBESTOS-CONTAINING

ADHESIVE UNDER FULL CONTAINMENT

REMOVE ASBESTOS-CONTAINING ADHESIVE UNDER

NON-ASBESTOS 12" WALL TILE AS INDICATED IN THE

KEYNOTES

REMOVE ASBESTOS-CONTAINING PIPE INSULATION, UNDER FULL

CONTAINMENT, WHICH IS EXPOSED AS A RESULT OF WALL DEMOLITION.

WHOLE COMPONENT REMOVAL OF ROOF DRAIN PIPE WITH ASBESTOS

CONTAINING BITUMINOUS COATING. MATERIAL IS <1 S.F. AND LOCATED

AT THE END OF DRAIN PIPE WHERE STEEL GUTTER DOWNSPOUT

ENTERS PIPE.

REMOVE ROOF DRAIN WITH ASBESTOS-CONTAINING

BITUMINOUS COATING AS INDICATED IN THE KEY NOTES

REMOVE WINDOW WITH ASBESTOS-CONTAINING GLAZING

COMPOUND AND CAULKING AND LBP AS INDICATED IN THE

KEYNOTES. DISPOSE AS ACM.

REMOVE DUCTWORK WITH LEAD-BASED PAINT AS

WHOLE COMPONENT AS INDICATED IN THE KEY

NOTES

WHOLE COMPONENT REMOVAL OF DUCTWORK WITH LBP

ASBESTOS-CONTAINING FLOOR TILE AND MASTIC IS NOT AFFECTED

BY THIS PROJECT.

GLOVEBAG AND WHOLE COMPONENT REMOVAL OF

ASBESTOS-CONTAINING PIPE INSULATION WHICH IS ASSUMED TO BE

CONCEALED BEHIND CHASE WALLS AND OR PLASTER/SEALED CEILING

SYSTEMS AT THIS LOCATION. PIPE INSULATION WILL BE EXPOSED AS A

RESULT OF CEILING AND WALL DEMOLITION.

HEPA EXHAUST UNIT LOCATION AND EXHAUST ROUTE

656-400

10/28/22CONSTRUCT PACT CLINIC

BUILDING 4 FIRST FLOOR

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

ST. CLOUD VAHCS

ST. CLOUD, MN 56303

KEY PLAN

10/28/2022 - ISSUE FOR 100 % CONSTRUCTION DRAWINGS

10/28/22ISSUE FOR 100% CONSTRUCTION DRAWINGS 9201 West Broadway Brooklyn Park, MN 55445

Tel: 763.315.7900 Toll Free: 800.233.9513

BVBV

ZONE 1

ZONE 2

10/28/22ISSUE FOR 100% CONSTRUCTION DOCUMENTS

HEPA EXHAUST UNIT LOCATION AND EXHAUST ROUTE

1 GENERAL NOTES

1.1. CODES AND DESIGN CRITERIA

a BUILDING CODE: INTERNATIONAL BUILDING CODE 2018 b RISK CATEGORY IV c THE STRUCTURAL FRAMING INDICATED ON THE FOLLOWING STRUCTURAL

DOCUMENTS ARE IMPROVEMENTS TO AN EXISTING STRUCTURE.

STRUCTURAL IMPROVEMENTS ARE DESIGNED IN ACCORDANCE WITH THE

BUILDING CODE NOTED ABOVE. ALL EXISTING FRAMING SHOWN IS BASED ON

THE ORIGINAL STRUCTURAL DESIGN DRAWINGS DATED 1923,1954, & 2019

UNDERPINNING. THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING

CONDITIONS INCLUDING ALL DIMENSIONS AND ELEVATIONS. THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY COR OF ANY DISCREPANCIES

BETWEEN THE EXISTING CONDITIONS AND THE DESIGN DOCUMENTS. THE

STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE

ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

1.2. DESIGN LOADS

a BASEMENT

LL = 150 PSF

FIRST FLOOR LOAD

LL = 100PSF

ROOF / FUTURE SECOND FLOOR

LL = 100 PSF

b ROOF LOAD CAST-IN CONCRETE

LL = 20 PSF

SNOW = 45 PSF

c SNOW LOAD GROUND SNOW LOAD Pg 50 PSF IMPORTANCE FACTOR Is 1.2 SNOW EXPOSURE FACTOR Ce 1.0 SNOW THERMAL FACTOR Ct 1.0 FLAT ROOF SNOW LOAD Pf 45 PSF d WIND LOADS (ASCE7-10)

MWFRS

BASIC WIND SPEED 120 mph (3 SEC GUST)

RISK CATEGORY IV

WIND EXPOSURE B

INTERNAL PRESSURE COEFFICIENT +/- .18

COMPONENTS & CLADDING

TRIBUTARY AREA>100 SQUARE FEET

ROOF ZONE 1 +16/-24 PSF

ROOF ZONE 2 +16/-28 PSF

ROOF ZONE 3 +16/-28 PSF

TRIBUTARY AREA 10 SQUARE FEET

ROOF ZONE 1 +16/-26 PSF

ROOF ZONE 2 +16/-44 PSF

ROOF ZONE 3 +16/-66 PSF

WALLS (TRIBUTARY AREA > 100 SQUARE FEET)

WALL ZONE 4 +24/-26 PSF

WALL ZONE 5 +24/-31 PSF

e SEISMIC LOADS

RISK CATEGORY IV

SEISMIC IMPORTANCE FACTOR 1.5

Ss .079 Sds .084 S1 .022 Sd1 .035

SITE CLASS D

SEISMIC DESIGN CATEGORY A

BASIC SEISMIC FORCE RESISTING SYSTEM: ORDINARY MOMENT RESISTING

REINFORCED CONCRETE

MOMENT FRAME

RESPONSE MODIFICATION FACTOR R = 3

SEISMIC RESPONSE COEFFICIENT Cs = .01 (ASCE 7-16 1.4) DESIGN BASE SHEAR (LRFD) 12k f BLAST LOAD

NOT APPLICABLE

g FUTURE ADDITION

THE STRUCTURAL FRAMING ON THE CONTRACT DOCUMENTS IS DESIGNED

FOR A CONVERSION OF THE ROOF TO A SECOND FLOOR AND ADDITION OF A

CAST-IN PLACE CONCRETE ROOF OVER THE NEW SECOND FLOOR. THE

FUTURE ADDITION WILL INCLUDE CONVERSION OF THE PRESENT ROOF TO A

FLOOR LOADING.

1.3 GENERAL REQUIREMENTS

a DEFINITIONS

PRIMARY STRUCTURAL SYSTEM IS THE COMPLETED COMBINATION OF

ELEMENTS WHICH SERVE TO SUPPORT THE BUILDING'S SELF-WEIGHT, THE

APPLICABLE LIVE LOAD, AND THE ENVIRONMENTAL LOADS SUCH AS WIND,

SEISMIC.

PRE-ENGINEERED STRUCTURAL ELEMENTS ARE STRUCTURAL ELEMENTS

WHICH ARE SPECIFIED BY THE OWNER AS DESIGN DELEGATED ITEMS TO BE

THE DESIGN RESPONSIBILITY OF A SPECIALTY STRUCTURAL ENGINEER (SSE)

SPECIAL INSPECTION IS INSPECTION PERFORMED BY A QUALIFIED PERSON,

APPROVED BY THE BUILDING OFFICIAL, FOR THE TYPES OF WORK REQUIRING

INSPECTION PER THE GOVERNING CODES AND CONTRACT DOCUMENTS.

SPECIALTY STRUCTURAL ENGINEER (SSE) IS A LICENSED

PROFESSIONAL/STRUCTURAL ENGINEER, NOT THE SER, WHO IS

RESPONSIBLE FOR SEALING PLANS AND DESIGNS FOR PRE-ENGINEERED

STRUCTURAL ELEMENTS WHICH ARE NECESSARY FOR THE STRUCTURE TO

BE COMPLETED AND THE OWNER HAS DESIGNATED AS DESIGN DELEGATED

ITEMS.

STRUCTURAL ENGINEER OF RECORD (SER) IS THE STRUCTURAL ENGINEER

WHO IS LEGALLY ELIGIBLE TO SEAL THE STRUCTURAL DOCUMENTS FOR A

BUILDING PROJECT. THE SER IS RESPONSIBLE FOR THE DESIGN OF THE

PRIMARY STRUCTURAL SYSTEM.

DESIGNATED REPRESENTATIVE FOR CONSTRUCTION (GENERAL

CONTRACTOR) IS RESPONSIBLE FOR THE OVERALL CONSTRUCTION OF THE

PROJECT INCLUDING PROJECT SCHEDULING, JOB SITE SAFETY AND MEANS

AND METHODS OF CONSTRUCTION.

CONTRACTING OFFICER'S REPRESENTATIVE (COR)

SPECIAL INSPECTOR: A QUALIFIED PERSON EMPLOYED OR RETAINED BY AN

APPROVED AGENCY AND APPROVED BY THE BUILDING OFFICIAL AS HAVING

THE COMPETENCE NECESSARY TO INSPECT A PARTICULAR TYPE OF

CONSTRUCTION REQUIRING SPECIAL INSPECTION.

b THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE

SPECIFICATIONS.

c THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND

ARCHITECTURAL DRAWINGS AND WITH THE MECHANICAL CONTRACTOR, THE

LOCATION OF ALL MECHANICAL EQUIPMENT.

d THE CONTRACTOR SHALL NOTIFY COR IF THE WEIGHTS OF MECHANICAL

UNITS ETC. ARE DIFFERENT FROM THE WEIGHTS POSTED ON THE DESIGN

DRAWINGS. DISCREPANCIES SHALL BE RESOLVED BEFORE PROCEEDING

WITH CONSTRUCTION.

e THE CONTRACTOR SHALL NOTIFY COR IMMEDIATELY OF ANY DISCREPANCIES

TO AVOID THE POSSIBILITY OF UNNECESSARY FUTURE PROBLEMS AND

POSSIBLE FIELD ORDERS. FAILURE TO DO SO WILL PUT THE FULL

RESPONSIBILITY OF CORRECTION ON THE COR.

f THE CONTRATOR SHALL COORDINATE THE WORK OF ALL TRADES AND MAKE

NECESSARY INVESTIGATIONS AND FIELD MEASUREMENTS.

g DO NOT SCALE DRAWINGS.

h THE SER HAS NO SUPERVISORY RESPONSIBILITY, HAS NO CONTROL OF OR

RESPONSIBILITY FOR THE MEANS, METHODS, TECHNIQUES, PROCEDURES OR

SEQUENCE OF CONSTRUCTION, HAS NO RESPONSIBILITY FOR THE FAILURE

OF ANY CONTRACTOR TO PERFORM THE WORK IN ACCORDANCE WITH THE

DESIGN DOCUMENTS AND NO RESPONSIBILITY TO DEVISE, IMPLEMENT OR

ENFORCE ANY SAFETY PRECAUTIONS OR PROGRAMS FOR THE PROJECT.

i ANY SHORING PROCEDURES INDICATED ON THE DESIGN DOCUMENTS ARE

CONCEPUAL ONLY AND SHALL BE CONFIRMED BY THE GENERAL

CONTRACTOR'S STRUCTURAL ENGINEERS.

1.4 SLEEVES, ANCHORAGES, OPENINGS, ETC.

a IN GENERAL, STRUCTURAL DRAWINGS DO NOT SHOW EQUIPMENT PADS, DRAINS, HOLES, ANCHORAGES, INSERTS AND SLEEVES FOR ITEMS PASSING

THROUGH OR ATTACHED TO CONCRETE OR FRAMING. REFER TO

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND PROJECT

SPECIFICATIONS. ADJUST EQUIPMENT PADS AND SUB FRAMING TO FIT

EQUIPMENT FURNISHED.

b PROVIDE SUB FRAMING FOR EQUIPMENT SUPPORTED ON OR SUSPENDED

FROM THE STRUCTURE.

1.5 STRUCTURAL STABILITY AND CONSTRUCTION

a INDIVIDUAL STRUCTURAL COMPONENTS ARE DESIGNED TO SUPPORT LOADS

IN THEIR FINAL ERECTED POSITION AS PART OF THE TOTAL COMPLETED

STRUCTURE.

b CONTRACTOR TO PROVIDE TEMPORARY GUYING AND BRACING AS REQUIRED

UNTIL ALL CONSTRUCTION AFFECTING LATERAL STABILITY IS COMPLETED.

c CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR STABILITY OF

STRUCTURE, ITS PARTS BY USE OF GUYING, BRACING, SHORING,

BARRICADES, SAFETY RAILINGS AND DEVICES DURING THE ENTIRE PERIOD

OF CONSTRUCTION.

d CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOB SITE SAFETY

AND MEANS AND METHOD OF CONSTRUCTION.

1.6 SHOP DRAWINGS AND TEST REPORTS

a CONTRACTOR SHALL CHECK ALL SHOP DRAWINGS BEFORE SUBMITTAL TO

SER FOR REVIEW.

b CONTRACTOR SHALL PREPARE A SHOP DRAWING SUBMITTAL SCHEDULE

WITH A MINIMUM OF TWO WEEKS INCLUDED FOR THE SER'S REVIEW OF EACH

SUBMITTAL LISTED BELOW.

c REVIEW BY SER WILL BE FOR CONFORMANCE TO GENERAL LAYOUT AND

DESIGN INTENT ONLY.

d CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ACCURACY OF

DIMENSIONS, FABRICATION, FIT UP OF PARTS AND BILLS OF MATERIALS.

e CONTRACTOR SHALL COORDINATE WORK OF VARIOUS TRADES AND MAKE

NECESSARY FIELD MEASUREMENTS.

f THE CONTRACT SPECIFICATIONS PROVIDE A COMPLETE LISTING OF

SUBMITTALS. THE FOLLOWING IS A SUMMARY OF THE REQUIRED

SUBMITTALS:

CONCRETE

CONCRETE MIX DESIGNS WITH ASSOCIATED HISTORICAL TEST DATA

REINFORCING STEEL PLACEMENT DRAWINGS PER ACI 315

STRUCTURAL STEEL

STRUCTURAL STEEL SHOP DRAWINGS

CONNECTION DESIGN SIGNED AND SEALED BY LICENSED SSE.

COLD FORMED METAL FRAMING

COLD FORMED SHOP DRAWINGS

DESIGN CALCULATIONS SIGNED AND SEALED BY LICENSED SSE.

MISCELLANEOUS METALS (STAIRS/HANDRAIL/GUARD RAIL/LADDERS ETC.)

STRUCTURAL STEEL SHOP DRAWINGS

DESIGN CALCULATIONS SIGNED AND SEALED BY LICENSED SSE.

1.7 DEFERRED SUBMITTALS - OWNER SPECIFED DESIGN DELEGATED

COMPONENTS TO BE PROVIDED BY CONTRACTOR'S ENGINEERS

a CERTAIN COMPONENTS OF THE COMPLETED CONSTRUCTION ARE DESIGN

DELEGATED TO THE MANUFACTURER OF THE COMPONENT. THE

MANUFACTURER'S SSE SHALL BE RESPONSIBLE FOR THE DESIGN OF THE

COMPONENT. THE FOLLOWING ARE DESIGNATED TO BE DESIGN DELEGATED

COMPONENTS ON THIS PROJECT:

b STRUCTURAL STEEL CONNECTIONS c COLD FORMED STEEL FRAMING d TEMPORARY SHORING AND BRACING SIGNED BY MN PE AND SUBMITTED FOR

RECORD PURPOSES ONLY.

f TEMPORARY EARTH RETENTION SYSTEMS g OTHER WORK AS LISTED ON DRAWINGS, SPECIFICATIONS AND CUSTOMARY

INDUSTRY STANDARDS. WHERE DELEGATION OF DESIGN IS SPECIFIED,

h THE MANUFACTURER SHALL BE RESPONSIBLE FOR RETAINING THE SERVICES

OF A LICENSED SPECIALTY STRUCTURAL ENGINEER (SSE) IN THE STATE

HAVING JURISDICTION. THE SSE SHALL DESIGN AND DETAIL COMPONENTS

TO MEET GOVERNING BUILDING CODES, STANDARDS AND THE SPECIFIED

PERFORMANCE CRITERIA. SIGNED AND SEALED CALCULATIONS SHALL BE

SUBMITTED FOR RECORD. THE DESIGN DELEGATED SSE SHALL BE SOLELY

RESPONSIBLE FOR THE DESIGN OF THE COMPONENT.

i SSE SUBMITTALS WILL BE REVIEWED BY THE SER FOR LOADING CRITERIA

AND GENERAL CONFORMANCE TO THE PRIMARY STRUCTURAL SYSTEM.

1.8 DEMOLITION

a THE ARCHITECTURAL/STRUCTURAL DEMOLITION DRAWINGS INDICATE THE

GENERAL AREAS OF DEMOLITION. THE DRC SHALL VERIFY IN THE FIELD ALL

ITEMS TO BE REMOVED TO MEET THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

b THE DRC SHALL CAREFULLY REMOVE ONLY THE EXISTING ITEMS IDENTIFIED

ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.

c IN NO CASE SHALL THE REMOVAL OF ANY PORTION OF THE EXISTING

STRUCTURE BE PERFORMED IN SUCH A WAY AS TO AFFECT THE

STRUCTURAL INTEGRITY OF THE REMAINING PORTION OF THE BUILDING.

d THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY OF ANY

STRUCTURAL ITEMS WHICH NEED TO BE DEMOLISHED BUT ARE NOT CLEARLY

IDENTIFIED ON THE STRUCTURAL OR ARCHITECTURAL DRAWINGS.

e THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE DEMOLITION TO THE

EXISTING STRUCTURE TO ONLY THAT REQUIRED TO INSTALL THE NEW

BUILDING MODIFICATIONS.

2 FOUNDATIONS

2.1 GENERAL

a SUMMARY OF GEOTECHNICAL DESIGN VALUES

SHALLOW STRIP AND SPREAD FOOTINGS

PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE 4,000 PSF

b CONTRACTOR SHALL LOCATE ALL EXISTING BELOW GRADE UTILITIES AND

INTERFERENCES PRIOR TO START OF WORK. NOTIFY THE SER OF ANY

INTERFERENCE.

c STRIP TOPSOIL OVER THE ENTIRE BUILDING AREA.

d PROOF ROLL SITE. ALL SOFT AREAS TO BE REMOVED AND COMPACTED

ENGINEERED FILL PLACED. TESTING SERVICE TO CONFIRM COMPACTION

AND ENGINEERED FILL. COMPACT FILL TO 95% MODIFIED PROCTOR. USE

HAND TAMPERS WITHIN 10' OF EXISTING STRUCTURES.

e LOCATE BELOW GRADE INTERFERENCES AND REMOVE OR RELOCATE AS

DIRECTED BY COR.

f PROTECT ALL EXPOSED SURFACES .

g MAINTAIN ALL EXCAVATIONS FREE OF WATER CONTINUOUSLY h CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING/BRACING OF

EXCAVATIONS.

i ALL SHALLOW FOUNDATIONS SHALL BE LOCATED SHALL BEAR AT SUFFICIENT

DEPTH TO PROVIDE ADEQUATE FROST COVERAGE PER LOCAL

REQUIREMENTS.

j A GEOTECHNICAL TESTING SERVICE SHALL CONFIRM ALL SOIL BEARING

CAPACITIES PRIOR TO PLACEMENT OF CONCRETE FOUNDATIONS.

k DO NOT BACKFILL BEHIND BASEMENT WALLS UNTIL ALL FRAMING IS

COMPLETED UNLESS TEMPORARY BRACING/SHORING IS PROVIDED BY THE

CONTRACTOR'S SSE.

l ALL STRUCTURAL FILL AND GENERAL FILL SHALL BE REVIEWED BY THE

TESTING SERVICE.

2.2 SHORING AND UNDERPINNING FOUNDATIONS

a SHORING AND UNDERPINNING ARE DESIGNATED AS A DELEGATED DESIGN

ITEMS AND SHALL BE DESIGNED BY THE CONTRACTOR'S GEOTECHNICAL

ENGINEER AND LICENSED MN PROFESSIONAL ENGINEER.

b ANY UNDERPINNING OR SHORING PROCEDURES INDICATED ON THE DESIGN

DRAWINGS ARE CONCEPTUAL ONLY AND SHALL BE CONFIRMED BY THE

CONTRACTOR'S GEOTECHNICAL AND STRUCTURAL ENGINEERS.

d SUBMIT SHORING AND UNDERPINNING PROCEDURES AND MN PE SEALED

CALCULATIONS TO THE ARCHITECT FOR RECORD PURPOSES ONLY.

3 CONCRETE CONSTRUCTION

3.1 CAST IN PLACE CONCRETE

a GENERAL REQUIREMENTS

ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-10, SPECIFICATION

FOR STRUCTURAL CONCRETE, EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

SUBMITTALS

CONCRETE MIXES WITH HISTORICAL TEST DATA.

MATERIAL CERTIFICATES: CEMENT, AGGREGATES, ADMIXTURES, REINFORCING

STEEL

REINFORCING STEEL PLACEMENT DRAWINGS

b PRODUCTS

REINFORCING BARS: ASTM A615 GRADE 60

REINFORCING BARS WELDABLE: ASTM A706 GRADE 60

PLAIN WIRE FABRIC: ASTM A185

PORTLAND CEMENT: ASTM C150 TYPE I OR II.

AGGREGATES: ASTM C33

LIGHTWEIGHT AGGREGATE ASTM C330

WATER: POTABLE ASTM C94

ADMIXTURES

AIR ENTRAINING ASTM C260

CHEMICAL ADMIXTURES ASTM C 494

AIR CONTENT FOR CONCRETE EXPOSED TO WEATHER: 4 TO 7%.

SLUMP: 4"

CONCRETE STRENGTH: F'C 4,000 PSI AT 28 DAYS (NORMAL & LIGHTWEIGHT)

MIXING PER ASTM C94

CURING COMPOUNDS: ASTM C309 OR C1315

SOILS (IBC 2018 TABLE 1705.6)

1 VERIFY BEARING CAPACITY BELOW SHALLOW FOUNDATIONS (P)

2 VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH AND REACHED PROPER MATERIAL (P).

3 PERFORM CLASSIFICATION AND TESTING OF COMPACTED MATERIAL (P)

4 VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT

AND COMPACTION OF COMPACTED MATERIAL (C).

5 PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS

BEEN PROPERLY PREPARED (P)

6 VERIFY SOIL IMPROVEMENT HAS BEEN PERFORMED PROPERLY (P)

1.9 STRUCTURAL TESTS AND INSPECTIONS (IBC 2018)

a AN INDEPENDENT APPROVED AGENCY SHALL PROVIDE SPECIAL INSPECTIONS AND TESTS

DURING CONSTRUCTION IN ACCORDANCE WITH CHAPTER 17 OF IBC 2018.

b THE APPROVED AGENCY'S SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR

CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.

c THE APPROVED AGENCY SHALL KEEP RECORDS OF ALL SPECIAL INSPECTIONS AND TESTS

AND SUBMIT REPORTS TO THE BUILDING OFFICIAL AND COR.

d ALL DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DRC FOR

CORRECTION. IF UNCORRECTED, THE APPROVED AGENCY SHALL NOTIFY THE BUILDING

OFFICIAL AND COR.

e REFER TO IBC 2018 1704.5 FOR SUBMITTALS TO THE BUILDING OFFICIAL IN ADDITION TO THE

REPORTS.

f THE APPROVED AGENCY SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK

REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED CONTRACT

DOCUMENTS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THIS CODE.

g QUALITY CONTROL SHALL BE THE RESPONSIBILITY OF THE FABRICATOR/ERECTOR IN

ACCORDANCE WITH AISC360-10 CHAPTER N.

h JOB SITE VISITS BY THE SER DO NOT CONSTITUTE AN OFFICIAL SPECIAL INSPECTION.

STATEMENT OF SPECIAL INSPECTIONS:

a REFER TO THE REFERENCED DOCUMENTS (IBC 2018 CHAPTER 17, AISC 360-10 CHAPTER N, ACI530-13 CHAPTER 3, ) FOR ADDITIONAL DESCRIPTIONS OF REQUIREMENTS.

b STRUCTURAL OBSERVATIONS FOR SEISMIC NOT REQUIRED c STRUCTURAL OBSERVATIONS FOR WIND NOT REQUIRED VASD = 93mph EXP. B.

d THE FOLLOWING LIST OF MATERIALS AND WORK REQUIRE SPECIAL INSPECTIONS (P) PERIODIC;

(C) CONTINUOUS

STRUCTURAL STEEL (1705.2 - AISC360-10 CHAPTER N)

1 INSPECTION TASKS PRIOR TO WELDING SHOP/FIELD (AISC360-10 TABLE N5.4-1 & AWS D1.1) a REVIEW WELDING PROCEDURE SPECIFICATIONS (WPS) & WELDING CONSUMABLES (C) b FIT UP GROOVE AND FILLET WELDS (P) c CONFIGURATION OF ACCESS HOLES (P) 2 INSPECTION TASKS DURING WELDING SHOP/FIELD (AISC360-10 TABLE N5.4-2 & AWS D1.1) a QUALIFIED WELDERS (C) b CONTROL AND HANDLING OF CONSUMABLES (C) c NO WELDING OVER TACK WELDS (C) d ENVIRONMENTAL CONDITIONS (C) e WPS FOLLOWED (C) f WELDING TECHNIQUES (C)

3 INSPECTION TASKS AFTER WELDING SHOP/FIELD (AISC360-10 TABLE N5.4-3 & AWS D1.1)

a WELDS CLEANED (C) b SIZE, LENGTH, LOCATION OF WELDS (C) c WELDS MEET VISUAL ACCEPTANCE CRITERIA (C) d CJP GROOVE WELD NDT PER AWS D1.1 (C)

4 INSPECTION TASKS PRIOR TO BOLTING (AISC360-10 TABLE N5.6-1)

a BOLT MATERIAL GRADE b PROPER FASTENERS USED PER CONTRACT DOCUMENTS (P) c PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL (P) d CONNECTION ELEMENTS INCLUDING FAYING SURFACES MEET REQUIREMENTS (P) e PROPER STORAGE OF FASTENER COMPONENTS (P)

5 INSPECTION TASKS DURING BOLTING (AISC360-10 TABLE N5..6-2)

a FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND POSITIONED AS

REQUIRED (P).

b JOINT BROUGHT TO SNUG TIGHT CONDITION (P) c FASTENER COMPONENT NOT TURNED BY WRENCH PREVENTED FROM ROTATING (P) d FASTENERS PRETENSIONED PER RCSC SPECIFICATION (P)

6 INSPECTION TASKS AFTER BOLTING (AISC360-10 TABLE N5.6-3)

a DOCUMENT ACCEPTED OR REJECTED BOLTED CONNECTIONS (C)

7 INSPECTION OF ANCHOR RODS IN CONFORMANCE WITH CONTRACT DOCUMENTS. (P)

8 INSPECTION OF STEEL FRAME/CONNECTION DETAILS IN CONFORMANCE WITH CONTRACT

DOCUMENTS. (P)

9 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE

PLACEMENT (AISC360-10 TABLE N6.1)

a PLACEMENT OF STEEL DECK (C) b PLACEMENT OF STEEL HEADED STUD (C) c DOCUMENT ACCEPTANCE OR REJECTION (C)

10 INSPECTION OF METAL DECK DIAPHRAGM CONNECTIONS TO STEEL FRAMING. (P)

11 OPEN WEB STEEL JOISTS (IBC 2018 TABLE 1705.2.3)

a END CONNECTIONS (P) b BRIDGING (P) c MEMBER SIZES IN ACCORDANCE WITH CONTRACT DOCUMENTS (P)

12 COLD FORMED STEEL FRAMING

a MATERIAL GRADES (P) b FRAMING DETAILS AND CONNECTIONS PER CONTRACT DOCUMENTS (P)

CONCRETE CONSTRUCTION (IBC 2018 TABLE 1705.3)

1 REINFORCEMENT PLACEMENT (P)

2 REINFORCING BAR WELDING (P)

3 ANCHORS CAST IN CONCRETE (P)

4 POST INSTALLED ANCHORS

a ADHESIVE (C) b MECHANICAL (P)

5 VERIFY USE OF REQUIRED MIX (P)

6 STRENGTH, SLUMP, AIR, TEMPERATURE TEST OF CONCRETE PRIOR TO PLACEMENT (C)

7 CONCRETE PLACEMENT (C)

8 VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES (P)

9 INSPECT ERECTION OF PRECAST MEMBERS INCLUDING CONNECTIONS (P)

10 INSPECT FORMWORK (P)

c EXECUTION

CONCRETE COVER

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"

CONCRETE EXPOSED TO EARTH OR WEATHER 2"

CONCRETE NOT EXPOSED TO WEATHER 1-1/2"

ALL FOOTINGS, WALL FOOTINGS, GRADE BEAMS AND PILE/CAISSON CAPS SHALL BE

FORMED UNLESS NOTED.

LAP SPLICE LENGTHS PER ACI 318 CHAPTERS 12 USING A CLASS B SPLICE. ALL

WELDED WIRE FABRIC SHALL BE LAPPED ONE GRID MINIMUM

LOCATE JOINTS AS SHOWN ON PLANS; WHERE NOT SHOWN, CONTROL OR

CONSTRUCTION JOINTS SHALL BE PLACED IN ACCORDANCE WITH ACI

RECOMMENDATIONS I.E., A MAXIMUM PANEL SIZE (IN FEET) EQUAL TO

APPROXIMATELY THREE TIMES THE THICKNESS OF THE SLAB (IN INCHES) IN BOTH

DIRECTIONS.

HOOK ENDS OF BARS INTERRUPTED BY OPENINGS.

HOOK TOP BARS AT ALL CONCRETE EDGES, AT ALL WALL AND SLAB OPENINGS,

PROVIDE 2-#5 BARS X OPENING WIDTH PLUS 4 FEET (2 FEET EACH SIDE) EACH FACE,

UNLESS SHOWN OTHERWISE.

PLACEMENT OF CONCRETE IN COLD WEATHER SHALL COMPLY WITH ACI306

PLACEMENT OF CONCRETE IN HOT WEATHER SHALL COMPLY WITH ACI305

TOLERANCES SHALL MEET ACI 117, ACI 301 AND ACI 318 AS A MINIMUM.

5 METALS

5.1 STRUCTURAL STEEL

a GENERAL

ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC 360-10

"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", "SPECIFICATION

FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" 2009, "CODE

OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES," 2010 AND

AWS D1.1 2010.

THE PROVISIONS OF THE ALLOWABLE STRENGTH DESIGN METHOD (ASD)

WAS USED AS A BASIS FOR DESIGN. ALL FORCES/REACTIONS INDICATED

ON THE DESIGN DOCUMENTS ARE THEREFORE NON-FACTORED ASD

FORCES/REACTIONS.

THE CONTRACTOR'S STRUCTURAL STEEL DETAILER SHALL PREPARE

STEEL ERECTION AND SHOP DRAWINGS IN ACCORDANCE WITH THE

GUIDELINES AND GOOD PRACTICES NOTED IN THE AISC “DETAILING FOR

STEEL CONSTRUCTION.” THIRD EDITION

STEEL CONNECTIONS ARE DESIGNATED AS A DESIGN DELEGATED

COMPONENT TO BE DESIGNED BY THE DRC'S SSE.

SUBMITTALS

CHECKED STEEL SHOP DRAWINGS: PREPARED IN ACCORDANCE WITH

AISC DETAILING FOR STEEL CONSTRUCTION 3RD ED.

CONNECTION CALCULATIONS PREPARED, SIGNED AND SEALED BY COR'S

SSE.

MATERIAL CERTIFICATES (UPON REQUEST)

WELDING CERTIFICATES (UPON REQUEST)

b MATERIALS ALL STRUCTURAL STEEL SHAPES SHALL BE ASTM A992 (Fy=50 ksi) ALL STRUCTURAL STEEL PLATES AND ANGLES SHALL BE ASTM A36 (Fy=36 KSI).

ALL STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B (Fy=46 KSI).

ALL STRUCTURAL PIPES SHALL BE ASTM A53 GRADE B (Fy=35 KSI).

ALL ANCHOR RODS ASTM F1554-36

ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY

"STRUCTURAL WELDING CODE", AWS D1.1.

ALL WELD ELECTRODES SHALL BE E70XX AND ALL WELDING SHALL BE

PERFORMED BY CERTIFIED WELDERS. ALL WELDING SHALL BE TO CLEAN

BARE STEEL.

PROVIDE FULL SIZE 1/4" SETTING PLATES ON 4,000 PSI NON-SHRINK GROUT

FOR ALL COLUMNS AND (4)-3/4" DIAMETER ASTM F-1554-36 ANCHOR BOLTS,

UNLESS NOTED.

ERECT ALL MEMBERS WITH NATURAL CAMBER UP, EXCEPT FOR CERTAIN

CANTILEVERED MEMBERS.

PROVIDE SUB-FRAMING FOR EQUIPMENT SUPPORTED ON OR SUSPENDED

FROM THE STRUCTURE.

ALL STEEL SHALL BE SHOP COATED WITH FABRICATOR'S STANDARD PRIME

PAINT MEETING MPI#79 AS A MINIMUM. MASK SURFACES TO BE FIELD WELDED

AND AT BOLT HOLES IN FAYING SURFACES OF SLIP CRITICAL BOLTED

CONNECTIONS.

CONNECTIONS

CONNECTIONS SHOWN ON THE DESIGN DRAWINGS ARE CONCEPTUAL ONLY.

CONNECTIONS ARE A DELEGATED DESIGN ITEM TO BE DESIGNED BY COR'S

SSE.

CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC 360-10 USING

ALLOWABLE STRENGTH (ASD) DESIGN BASIS. POSTED CONNECTION FORCES

ARE ASD.

DESIGN SHEAR CONNECTIONS FOR THE LARGER OF POSTED FORCES ON THE

DESIGN DRAWINGS AND 50% (75% FOR COMPOSITE BEAMS) OF THE MAXIMUM

TOTAL LOAD FOR THE SPECIFIED BEAM AND SPAN IN AISC “STEEL

CONSTRUCTION MANUAL” TABLE 3-6.

DESIGN MOMENT CONNECTIONS FOR FULL MOMENT CAPACITY OF THE

MEMBER OR THE POSTED MOMENT ALONG WITH THE SHEAR LOADS NOTED

ABOVE.

AXIALLY LOADED MEMBERS SHALL BE DESIGNED USING THE POSTED LOADS

AND THE AISC UNIFORM FORCE METHOD.

ALL SHEAR CONNECTIONS SHALL BE AS A MINIMUM FULL DEPTH OF MEMBER.

ALL BOLTS SHALL BE ASTM A325 FULLY TENSIONED BEARING BOLTS WITH

SHORT SLOTTED HOLES UNLESS NOTED. A325 SLIP CRITICAL BOLTS SHALL BE

USED FOR ALL MOMENT CONNECTIONS AND AXIALLY LOADED MEMBERS.

ALL WELD SIZES SHOWN ARE SIZED FOR LOAD ONLY. WELDS SHALL BE

INCREASED IN SIZE AS REQUIRED TO MEET AISC MINIMUMS.

ALL GROOVE WELDS SHOWN ARE FULL PENETRATION WELDS UNLESS NOTED

OTHERWISE.

WELDS NOTED AS PARTIAL PENETRATION GROOVE WELDS SHOW "EFFECTIVE"

SIZE OF WELD.

WELD JOINTS SHALL BE DETAILED BASED ON PROCESS USED AND POSITION

OF WELD TO MEET THE "EFFECTIVE" SIZE SHOWN ON THE DRAWINGS.

c EXECUTION

VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO

RECEIVE WORK.

STEEL ERECTION TOLERANCES SHALL BE IN ACCORDANCE WITH THE CODE OF

STANDARD PRACTICE.

STRUCTURAL ABBREVIATIONS LEGEND:

A.B.S. - ANCHOR BOLTS

ARCH - ARCHITECTURAL DRAWINGS

B/ - BOTTOM OF

BOTT. - BOTTOM

CGF - COMPACTED GRANULAR FILL

CL - CENTERLINE

CMU - CONCRETE MASONRY UNITS

CONT. - CONTINUOUS

CONC - CONCRETE

E EXISTING MATERIAL

FT - FOOT

HD - HOLD DOWN

HKD - HOOKED

k - KIP

LBS - POUNDS

MEP - MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS

N NEW MATERIAL

O.C. - ON CENTER

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PCF - POUNDS PER CUBIC FOOT

RD - ROOF DRAIN

STL - STEEL

SOG - SLAB ON GRADE

T/ - TOP OF

U.N. - UNLESS NOTED

VB - VAPOR BARRIER

VIF - VERIFY IN FIELD

W/ - WITH

# - POUNDS OR NUMBER

SSE - SPECIALTY STRUCTURAL ENGINEER

SER - STRUCTURAL ENGINEER OF RECORD

DCR/GC DESIGNATED REPRESENTATIVE FOR CONSTRUCTION

COR - CONTRACTING OFFICER'S REPRESENTATIVE

5.2 COLD-FORMED METAL FRAMING

a GENERAL:

REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

PERFORMANCE REQUIREMENTS

AISI "SPECIFICATIONS": CALCULATE STRUCTURAL CHARACTERISTICS OF

COLD-FORMED METAL FRAMING ACCORDING TO AISI'S "SPECIFICATION FOR THE

DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS"

STRUCTURAL PERFORMANCE: ENGINEER, FABRICATE AND ERECT COLD-FORMED

METAL FRAMING WITH THE MINIMUM PHYSICAL AND STRUCTURAL PROPERTIES

INDICATED ON THE DRAWINGS.

DESIGN LOADS: AS INDICATED ABOVE.

DESIGN FRAMING SYSTEMS TO WITHSTAND DESIGN LOADS WITHOUT DEFLECTIONS

GREATER THAN THE FOLLOWING:

INTERIOR WALLS: LATERAL DEFLECTION OF 1/240 OF THE WALL HEIGHT.

EXTERIOR WALL: LATERAL DEFLECTION OF 1/600 OF THE WALL HEIGHT.

ENGINEERING RESPONSIBILITY: CONTRACTOR TO ENGAGE A FABRICATOR WHO

ASSUMES UNDIVIDED RESPONSIBILITY FOR ENGINEERING COLD-FORMED METAL

FRAMING BY EMPLOYING A QUALIFIED SSE TO PREPARE DESIGN CALCULATIONS, SHOP

DRAWINGS, AND OTHER STRUCTURAL DATA.

SUBMITTALS: SUBMIT SHOPS DRAWINGS AND CALCULATIONS SEALED BY A LICENSED

STRUCTURAL ENGINEER.

ALL WELDING SHALL COMPLY WITH APPLICABLE PROVISIONS OF AWS D1.1

"STRUCTURAL WELDING CODE--STEEL" AND AWS D1.3 "STRUCTURAL WELDING

CODE--SHEET STEEL."

b MATERIALS

MANUFACTURERS: SECTIONS INDICATED ON DRAWINGS ARE MINIMUMS AND ARE

DESIGNATED USING THE STEEL STUD MANUFACTURER'S UNIVERSAL DESIGNATOR

SYSTEM. MATERIALS:

GALVANIZED-STEEL SHEET: ASTM A 653, ZINC COATED ACCORDING TO ASTM A 525

(ASTM A 525M), WITH COATING DESIGNATION: G 90 (Z 275) - EXTERIOR AND GRADE FY=

50 KSI.

FRAMING ACCESSORIES: FABRICATE STEEL-FRAMING ACCESSORIES OF THE SAME

MATERIAL AND FINISH USED FOR FRAMING MEMBERS, WITH A MINIMUM YIELD

STRENGTH OF 50 KSI.

PROVIDE ACCESSORIES OF MANUFACTURER'S STANDARD THICKNESS AND

CONFIGURATION, UNLESS OTHERWISE INDICATED.

ANCHORS, CLIPS, AND FASTENERS ASTM A36 HOT DIP GALVANIZED PER ASTM A123

POWDER-ACTUATED ANCHORS: FASTENER SYSTEM OF TYPE SUITABLE FOR

APPLICATION INDICATED, FABRICATED FROM CORROSION-RESISTANT MATERIALS, WITH

CAPABILITY TO SUSTAIN, WITHOUT FAILURE, A LOAD EQUAL TO 10 TIMES THE DESIGN

LOAD, AS DETERMINED BY TESTING PER ASTM E 1190 CONDUCTED BY A QUALIFIED

INDEPENDENT TESTING AGENCY.

MECHANICAL FASTENERS: CORROSION-RESISTANT COATED, SELF-DRILLING,

SELF-THREADING STEEL DRILL SCREWS. HEAD TYPE: LOW-PROFILE HEAD BENEATH

SHEATHING, MANUFACTURER'S STANDARD ELSEWHERE.

WELDING ELECTRODES: COMPLY WITH AWS STANDARDS.

CONNECTION COMPONENTS TO BE SIMPSON STRONG-TIE.

FABRICATION: USE MANUFACTURER'S STANDARD SECTIONS (WALL STUDS PUNCHED,

TRACKS UN-PUNCHED COMPLYING WITH ASTM A955. TOLERANCES SHALL MEET ASTM

C1007 REQUIREMENTS.

c EXECUTION

INSTALL COLD-FORMED METAL FRAMING AND ACCESSORIES PLUMB, SQUARE, TRUE TO

LINE, AND WITH CONNECTIONS SECURELY FASTENED, ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS AND THE REQUIREMENTS OF THIS SECTION.

CUT FRAMING MEMBERS BY SAWING OR SHEARING; DO NOT TORCH CUT.

FASTEN COLD-FORMED METAL FRAMING MEMBERS BY WELDING OR SCREW

FASTENING, AS STANDARD WITH FABRICATOR. WIRE TYING OF FRAMING MEMBERS IS

NOT PERMITTED.

COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR WELDING, APPEARANCE

AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING WELDING WORK.

ERECTION TOLERANCES: PER ASTM C1007

4 MASONRY CONSTRUCTION

4.1 UNIT MASONRY

a GENERAL

MASONRY CONSTRUCTION AND MATERIALS, INCLUDING COMPOSITION, QUALITY,

STORAGE, HANDLING, PREPARATION AND PLACEMENT OF MATERIALS, QUALITY

ASSURANCE FOR MATERIALS AND MASONRY, AND CONSTRUCTION OF MASONRY

SHALL COMPLY TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY

STRUCTURES" (ACI 530.1/ASCE 6/TMS 602) EXCEPT AS MODIFIED BY THE

FOLLOWING NOTES.

REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

FULL ALLOWABLE STRESSES WERE USED FOR THE ASD DESIGN OF THE MASONRY

THEREFORE ALL MASONRY WORK SHALL BE INSPECTED AND QUALITY ASSURANCE

MEASURES WILL BE IMPLEMENTED.

DEFINITIONS (SEE ACI 530.1)

REFERENCES (SEE ACI 530.1)

COMPRESSIVE STRENGTH OF MASONRY F'M SHALL BE 2,500 PSI. (MINIMUM).

SUBMITTALS

MIX DESIGNS AND TEST RESULTS FOR MORTAR TO COMPLY WITH ASTM C270

MIX DESIGNS AND TEST RESULTS FOR GROUT TO COMPLY WITH ASTM C476

MATERIAL CERTIFICATES:

QUALITY ASSURANCE

TESTING AGENCY SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C 1093.

b MATERIALS

MORTAR: CONFORM TO ASTM C270 TYPE S PORTLAND CEMENT TYPE 1 OR 2, LOW

ALKALI PER ASTM C150

NON-AIR ENTRAINED OR HYDRATED LIME PER ASTM C207 TYPE S.

GROUT : CONFORM TO ASTM C476 WITH A COMPRESSIVE STRENGTH OF 3,000 PSI

AT 28 DAYS.

MASONRY UNITS NORMAL WEIGHT 2 CELLS PER ASTM C90 Fcmu=3250 PSI.

REINFORCING STEEL PER ASTM A615

JOINT REINFORCING PER ASTM A 951

WELDED WIRE FABRIC PER ASTM A185

ANCHOR BOLTS HEADED ASTM A307.

STEEL LINTELS ASTM A36 (A992 WIDE FLANGE SHAPES). GALVANIZE ALL LINTELS IN

EXTERIOR WALLS.

ACCESSORIES (SEE ACI 530.1)

MIXING (SEE ACI 530.1)

FABRICATION

ALL LINTELS AND STEEL CONSTRUCTION ADJACENT TO OR ABUTTING MASONRY

SHALL BE PROVIDED WITH GALVANIZED MASONRY TIES AT 16" O.C. PROVIDE 5/8"

DIAMETER X 4" STUDS @ 32" O.C. ON TOP OF ALL WIDE FLANGE AND CHANNEL

LINTELS.

c EXECUTION

INSPECTION (SEE ACI 530.1)

DO NOT WET CONCRETE MASONRY UNITS BEFORE PLACING REINFORCEMENT:

PLACE REINFORCEMENT IN GROUT SPACES WITH REBAR POSITIONERS PRIOR TO

PLACING GROUT.

REINFORCEMENT SPLICES SHALL BE LAPPED 48 TIMES THE BAR DIAMETER BUT

NOT LESS THAN18".

MASONRY ERECTION

CONSTRUCT MASONRY IN RUNNING BOND UNLESS NOTED.

ALL MASONRY SHALL BE FULL BEDDED IN MORTAR (FACE AND WEBS).

ALL MASONRY LOCATED BELOW GRADE SHALL BE GROUTED SOLID.

PROVIDE CONTINUOUS GALVANIZED, HORIZONTAL MASONRY REINFORCING AT 16"

ON CENTER (ALTERNATE

CMU COURSES) MINIMUM.

UNDER ALL BEAM AND JOIST BEARINGS, FILL UNITS 2 CMU COURSES DEEP X 32"

WIDE MINIMUM PROVIDE A CONTINUOUS BOND BEAM UNDER ALL JOIST BEARINGS,

AT ALL SILLS, AT TOPS OF ALL WALLS AND 8'-0" O.C. VERTICAL.

CAST IN DOVETAIL ANCHOR SLOTS AT 16" O.C. HORIZONTALLY AT ALL CONCRETE

WALLS ADJACENT TO OR ABUTTING MASONRY CONSTRUCTION.

PROVIDE A MINIMUM OF 2 - #5 VERTICAL BARS FOR THE FULL HEIGHT OF MASONRY

WALLS AT ENDS OF WALLS, EACH SIDE OF OPENINGS AND EACH SIDE OF CONTROL

JOINTS UNLESS NOTED.

PROVIDE VERTICAL CONTROL JOINTS AT A MINIMUM SPACING OF 1-1/2 TIMES THE

HEIGHT OF THE WALL OR 20'-0" WHICHEVER IS LESS.