Add-Alter B210 - Type B-3 - Amendment 1.pdf

Summary of Amendment 1 Updates in Response to Bid Inquiries

Specification 09 22 00 provided for gypsum wall and ceiling supports.

G-002 Updated drawing index to identify drawings updated for this amendment.

CS506 New drawing to provide fencing details

CS507 New drawing to provide fencing details

S-002 Overlapping text corrected, no scope/cost impacts.

S-511 Detail B1 modified to clarify overhang conditions.

S-522 Details B3 & B5 updated to clarify existing conditions. Truss schedule D1/S-522 updated to clarify truss configurations.

SF103 Updated to clarify a few framing conditions.

S-523 Detail D1 on S-523 is updated to be consistent with the roof framing plan regarding truss bracing requirements.

T-601 Added LAB C to the grounding riser to fully coordinate with the enlarged plan’s indication of a SBB.

TY001 Removed non-applicable cable schedule and criteria table.

TY501 Removed unused detail and added clarification for conduit to electrified door hardware.

ADD/ALTER B210 COMMUNICATIONS OR AIR NATIONAL GUARD

KINGSLEY FIELD ANGB, OR PROJECT NO. KJAQ199077

Section 09 22 00 Page 1

SECTION 09 22 00

SUPPORTS FOR PLASTER AND GYPSUM BOARD

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 341 (2016) Seismic Provisions for Structural

Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI S220 (2020) North American Standard for

Cold-Formed Steel Nonstructural Framing

ASTM INTERNATIONAL (ASTM)

ASTM A653/A653M (2023) Standard Specification for Steel

Sheet, Zinc-Coated (Galvanized) or Zinc-

Iron Alloy-Coated (Galvannealed) by the

Hot-Dip Process

ASTM C635/C635M (2022) Standard Specification for

Manufacture, Performance, and Testing of

Metal Suspension Systems for Acoustical

Tile and Lay-In Panel Ceilings

ASTM C754 (2020) Standard Specification for

Installation of Steel Framing Members to

Receive Screw-Attached Gypsum Panel

Products

ASTM C841

(2023) Installation of Interior Lathing and Furring

ASTM C847

(2014a) Standard Specification for Metal

Lath

ICC EVALUATION SERVICE, INC. (ICC-ES)

ICC-ES AC98 (2021) Accreditation Criteria for

Inspection Agencies

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01

UL SOLUTIONS (UL)

(2023; with Change 2, 2024) Structural

Engineering

UL Fire Resistance (2014) Fire Resistance Directory

Section 09 22 00 Page 2

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for

Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Metal Support Systems

SD-04 Evaluation Reports: Submit evaluation reports certified under an independent third-party inspection program administered by an agency accredited by IAS to ICC-ES AC98 accreditation criteria for inspection agencies.

1.3 DELIVERY, STORAGE, AND HANDLING

Deliver materials to the job site and store in ventilated dry locations permitting easy access for inspection and handling. If materials are stored outdoors, stack materials off the ground, supported on a level platform, and fully protected from the weather. Handle materials carefully to prevent damage. Remove damaged items and provide new items.

PART 2 PRODUCTS

2.1 MATERIALS

Provide steel materials for metal support systems with either a EQ

(Equivalent Coating) coating or a galvanized coating AISI S220 G-60 or equivalent; aluminum coating T1-25; or a 55-percent aluminum-zinc coating

AZ50. Provide support systems and attachments in accordance with UFC 3-

301-01, "Structural Engineering" in seismic zones.

2.1.2 Materials for Attachment of Gypsum Wallboard

2.1.2.1 Suspended and Furred Ceiling Systems

AISI S220.

2.1.2.2 Non-load Bearing Wall Framing and Furring

a. Framing Members, General: Comply with AISI S220 for conditions indicated.

(1) Steel Sheet Components: Comply with AISI S220 requirements for metal unless otherwise indicated.

(2) Protective Coating: AISI S220, provide EQ (Equivalent Coating) coating, galvanized coating G-60 or equivalent. Provide G-90 coating in high-humidity environments.

b. Studs and Runners: AISI S220. Use either steel studs and runners or embossed steel studs and runners.

Section 09 22 00 Page 3

AISI S220, but not thinner than 0.0179 inch thickness, with 0.0329 inch minimum thickness supporting wall hung items such as cabinetwork, equipment and fixtures.

c. Slip-Type Head Joints: Where indicated, provide one of the following:

(1) Slotted Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes applied to interior partition framing resulting from deflection of structure above; in thickness not less than indicated for studs and in width to accommodate depth of studs.

(2) Clip System: Clips designed for use in head-of-wall deflection conditions that provide a positive attachment of studs to tracks while allowing 1-1/2 minimum vertical movement.

(3) Single Long-Leg Track System: Top track with 2 inch deep flanges in thickness not less than indicated for studs, installed with studs friction fit into top track and with continuous bridging and spacer bar located within 12 inches of the top of studs to provide lateral bracing.

d. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with movement of the structure while maintaining continuity of fire-resistance-rated assembly indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs.

e. Backing Plate: Fire-retardant-treated wood blocking used for fixture attachment.

f. Sound Isolation Clips: Used with 18 mil, (25 gauge), drywall furring channels to provide acoustical separation.

g. Framed Openings: Galvanized-steel, one-piece header and jamb studs in lieu of built-up members.

h. Partial Wall Framing Connection: Stud connector designed to support out-of-plane loading of cantilevered partial wall systems that are unsupported at the top track.

i. Drywall Penetration Barrier Mesh: Supply and install security mesh, as a penetration barrier behind gypsum wallboard walls and/or ceilings, where indicated on Drawings.

2.2 SUSPENSION SYSTEMS

2.2.1 Structural Classification

a. Main Beam/ Tee is to be Fire-Rated Heavy Duty classification in accordance with ASTM C635/C635M.

b. Classification can require wires to be closer together for additional loading when used to support double layer gypsum, verticals, slopes, Section 09 22 00 Page 4 circles, soffits, canopies, and step conditions which call for loading or unusual designs and shapes in drywall construction.

c. Deflection of fastening suspension system supporting light fixtures, ceiling grilles, access doors, verticals and horizontal loads are to have a maximum deflection of 1/360 of the span.

2.2.2 Components

a. Main Beam/ Tee: Is to be commercial quality, cold-rolled steel, double-web construction (minimum 0.0179 inch prior to protective coating, AISI S220), hot dipped galvanized (per ASTM A653/A653M) and

1-1/2 inch high minimum with knurled face.

b. Drywall Grid Cross Tees: Are to be commercial quality, cold-rolled steel, double-web steel construction (minimum 0.0179 inch prior to protective coating, AISI S220), hot dipped galvanized (minimum G40 or

G90 in accordance with ASTM A653/A653M) and 1-1/2 inch high minimum with knurled face.

c. Wall Molding/ Channel:

(1) 2 inch by 2 inch, knurled surface, pre-punched holes in top flange 4 inch on center, 18 mil. (25 gauge)

(2) Locking Angle Molding, 1-1/4 inch by 1-1/4 inch with pre-engineered locking tabs punched 8 inches on center, knurled surface, screw stop hem, pre-punched holes in top flange, 4 inch on center, 18 mil. (25 gauge)

(3) Knurled Angle molding, 1-1/4 inch by 1-1/4 inch, knurled surface, screw stop hem, pre-punched holes in top flange, 4 inch on center, 18 mil. (25 gauge)

(4) Knurled Angle molding, 1-1/2 inch by 1-1/2 inch, knurled surface, screw stop hem, pre-punched holes in top flange 4 inch on center, 18 mil. (25 gauge)

(5) Simple Curve Knurled Angle Molding, 1-1/2 inch by 1-1/2 inch, knurled face radius 37 inch, screw stop hem, pre-punched holes in top flange, 4 inch on center, 28 mil. (22 gauge)

d. Support Hanger:

(1) Strong Back Support Hanger

(2) Channel beam splice used to suspend main beams to 1-1/2 inch black iron carrying channels.

(3) Hanger Wire 12 gauge, galvanized or as noted on drawings.

e. Accessories

(1) Radius Clip

(2) 90 Degree Drywall Angle/ Transition Clip

Section 09 22 00 Page 5

(3) 45 Degree Drywall Angle/ Transition Clip

(4) 30 Degree Drywall Angle/ Transition Clip

(5) Double Drywall Clip

(6) Wall Attachment Clip

(7) Splice Plate

(8) Dome Hub

(9) Close Mount Attachment clip

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1.1 Suspended and Furred Ceiling Systems and Wall Furring

ASTM C841, except as indicated otherwise.

3.1.1.2 Non-load Bearing Wall Framing

ASTM C754, Installation Standard.

3.1.1.2.1 Firestop Track

Where indicated, install to maintain continuity of fire-resistance-rated assembly indicated.

3.1.1.2.2 Sound-Rated Partitions

Install framing to comply with sound-rated assembly indicated.

3.1.2 Systems for Attachment of Gypsum Wallboard

3.1.2.1 Suspended and Furred Ceiling Systems

ASTM C754, except provide framing members 16 inches on center unless indicated otherwise.

3.1.2.2 Non-load Bearing Wall Framing and Furring

ASTM C754, except as indicated otherwise. Provide a sealer gasket under bottom of track on concrete slab or foundation.

3.1.2.3 Firestop Tracks

In accordance with manufacturer's installation instructions, applicable building code and UL assembly.

3.1.2.4 Backing Plates

In accordance with manufacturer's installation instructions.

3.1.2.5 Framed Openings

Section 09 22 00 Page 6

In accordance with manufacturer's installation instructions and approved design.

3.1.2.6 Partial Wall Framing Connection

In accordance with manufacturer's installation instructions. Anchor to floor as designed by Engineer of Record. Provide a sealer gasket under bottom of track on concrete slab or foundation.

3.1.2.7 Drywall Penetration Barrier Mesh

Per manufacturer's instructions. Installation and layout of the panels to be approved by General Contractor prior to installation, with the intent to attached panels on vertical framing members. Panels may be installed in either direction. Attachment with approved clips and threaded fasteners.

3.1.2.8 Suspension Systems

a. Install suspension system and panels in accordance with the manufacturer's instructions, in compliance with ASTM C635/C635M installation standard, and with applicable codes as required by the authorities having jurisdiction.

b. Install according to approved Pre-construction drawings recommended for complex projects. Contact your local manufacturer representative for support.

c. Drywall Grid System can be installed in interior or exterior applications.

d. Install hanger wire as required with necessary on center spacing to support expected ceiling load requirements, following local practices, codes and regulations. Provide additional wires at light fixtures, grilles, and access doors where necessary. A pigtail knot is to be used with three tight wraps at top and bottom fastening locations.

e. Main tees/ beams are to be suspended from the overhead construction with hanger wire, spaced as required for expected ceiling loads, along the length of the main beams.

f. Install cross tees at on center spacing as specified by the drywall manufacturer. Typical drywall cross tee spacing: (1) 16 inches on center with 5/8 or 1/2 inch gypsum board.

(2) 24 inches on center with 5/8 inch gypsum board.

g. Use channel molding or angle molding to interface with Drywall Grid

System to provide perimeter attachment or to obtain drop soffits, verticals, slopes.

3.2 ERECTION TOLERANCES

Section 09 22 00 Page 7

Provide framing members which will be covered by finish materials such as wallboard, plaster, or ceramic tile set in a mortar setting bed, within the following limits:

a. Layout of walls and partitions: 1/4 inch from intended position;

b. Plates and runners: 1/4 inch in 8 feet from a straight line;

c. Studs: 1/4 inch in 8 feet out of plumb, not cumulative; and

d. Face of framing members: 1/4 inch in 8 feet from a true plane.

Provide framing members which will be covered by ceramic tile set in dry-set mortar, latex-portland cement mortar, or organic adhesive within the following limits:

a. Layout of walls and partitions: 1/4 inch;

b. Plates and runners: 1/8 inch in 8 feet from a straight line;

c. Studs: 1/8 inch in 8 feet out of plumb, not cumulative and must not exceed minimum fastening requirements of sheathing or other finishing materials; and

d. Face of framing members: 1/8 inch in 8 feet from a true plane.

-- End of Section --

SITE MAP

B210

SITE MAP

SITE AREA

BID OPTIONS

BID

OPTION

NO.

BASE BID

NO INTEGRAL HIGH-DENSITY STORAGE

SYSTEM IN ITEC ROOM 119.

BID OPTION

PROVIDE INTEGRAL HIGH-DENSITY

STORAGE SYSTEM IN ITEC ROOM 119,

SEE DRAWING A-101.

2 NO ROOF COVER OVER OUTDOOR

PATIO AREA.

EXTEND ROOF OVERHANG BETWEEN

GRIDS 2 AND 3 TO COVER PATIO

AREA. SEE DRAWING A-102.

3 STANDING SEAM METAL ROOF WITH

RIGID INSULATION, SHEATHING, AND

AIR/VAPOR BARRIER.

INSULATED METAL SANDWICH PANEL

ROOF WITH INTEGRAL AIR/VAPOR

BARRIER, SEE DRAWING A-801.

5 NO EXTERIOR CONCRETE PAVING AT

PATIO AREA AND ITEC VEHICULAR

PARKING.

PROVIDE EXTERIOR CONCRETE

PAVING AT PATIO AREA AND ITEC

VEHICULAR PARKING, SEE DRAWING

CS101.

4 EXTERIOR WALL ASSEMBLY INCLUDES

RIGID INSULATION, METAL PANELING,

AND AIR/VAPOR BARRIER.

EXTERIOR WALL ASSEMBLY INCLUDES

INSULATED METAL SANDWHICH

PANELS WITH INTEGRAL AIR/VAPOR

BARRIER. SEE DRAWING A-801.

D

C

B

A

1 2 3 4 5 6

JA

C

O

BS

3.

A

LL

R

IG

H

TS

R

ES

ER

VE

D c

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

VERIFY SCALE

DATE

PROJ

DWG

D

SG

N D

R C

H K

AP

VD

AP

VD

BY

R

EV

IS

IO

N

D

AT

E N

O

FILENAME: PLOT DATE/TIME:

N E

C

IR

C

LE

B O

U

LE

VA

R

D , S

U

IT

E

C

O R

VA

LL

IS

, O

R

EG

O N

AD

D

/A

LT

ER

B

C O

M M

U N

IC

AT

IO

N

S

AN

G

P R

O

JE

C T

N O

. K

JA

Q

O R

EG

O

N A

IR

N

AT

IO

N

AL

G U

AR

D

KI

N

G

SL

EY

F

IE

LD

A N

G B

AS

E, O R

12" = 1'-0"

Autodesk Docs://US OR_FA877009_OR Air National Guard_Add-Alter B210 Communications/FA877009_B210_ARCH_R2023.rvt 1/17/2025 10:34:18 AM

TY

PE

B -3

F

IN

AL

SEPTEMBER 2024

FA877010

G-002

J.

A

N D

ER

SO

N J.

A N

D

ER

SO

N

E.

H

AN

BI

C

KI

D . P

EA

R

SO

N

SH

EE

T

IN

D

EX

G

EN

ER

AL

SHEET INDEX

NO SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 LIFE SAFETY FLOOR PLAN

G-101 FRAME ROOM CONCEPTUAL PHASING

G-102 ELEC / MECH CONCEPTUAL PHASING

CIVIL

C-001 GENERAL NOTES AND LEGEND

B-101 BORING LOCATION PLAN

B-102 BORING LOGS

C-101 SITE ACCESS AND HAUL ROUTE PLAN

C-102 CODE COMPLIANCE SITE PLAN

CD101 ABOVE GROUND DEMOLITION PLAN

CD102 BELOW GROUND DEMOLITION PLAN

CG101 GRADING AND EROSION CONTROL PLAN

CS101 CIVIL SITE PLAN

CU101 SITE UTILITY PLAN

CU201 SANITARY SEWER PROFILE 1

CU202 SANITARY SEWER PROFILE 2

CS501 CIVIL SITE DETAILS

CS502 CIVIL SITE DETAILS 2

CS503 CIVIL SITE DETAILS 3

CS504 CIVIL SITE DETAILS 4

CS505 CIVIL SITE DETAILS 5

CS506 CIVIL SITE DETAILS 6

CS507 CIVIL SITE DETAILS 7

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 ABBREVIATIONS, WIND & SNOW LOAD DIAGRAMS

SF101 GROUND FLOOR FRAMING PLAN

SF103 ROOF FRAMING PLAN

S-501 TYPICAL SUBGRADE DETAILS

S-502 TYPICAL SLAB ON GRADE DETAILS

S-503 TYPICAL CONCRETE DETAILS

S-505 CONCRETE DETAILS

S-510 TYPICAL MASONRY DETAILS

S-511 TYPICAL MASONRY DETAILS

S-520 TYPICAL STEEL DETAILS

S-521 TYPICAL STEEL DETAILS

S-522 TYPICAL STEEL DETAILS

S-523 TYPICAL STEEL DETAILS

S-530 TYPICAL METAL DECKING DETAILS

ARCHITECTURE

A-001 ABBREVIATIONS, LEGENDS, & SYMBOLS

A-002 ACCESSIBILITY STANDARDS & ACCESSORIES

AD101 DEMOLITION FLOOR PLAN

AD102 DEMOLITION ROOF PLAN

A-051 SLAB PLAN

A-101 FLOOR PLAN

A-102 ROOF PLAN

A-111 REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-203 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-401 WALL SECTIONS

A-411 ENLARGED FLOOR & REFLECTED CEILING PLANS

A-451 INTERIOR ELEVATIONS

A-452 INTERIOR ELEVATIONS

A-501 EXTERIOR DETAILS

A-502 EXTERIOR DETAILS

A-503 EXTERIOR DETAILS

A-504 EXTERIOR DETAILS

A-551 INTERIOR DETAILS

A-552 INTERIOR DETAILS

A-553 CASEWORK DETAILS

A-554 CEILING DETAILS

A-601 DOOR & WINDOW SCHEDULE

A-602 EXTERIOR FINISH & MATERIAL SCHEDULE

A-801 WALL & ROOF TYPES

A-811 PARTITION TYPES

A-901 EXTERIOR VIEWS

INTERIORS

I-101 FINISH FLOOR PLAN

I-501 SIGNAGE PLAN, SCHEDULE & DETAILS

I-601 INTERIOR FINISH & MATERIAL SCHEDULE

IF101 FURNITURE FLOOR PLAN

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

FD102 FIRE ALARM DEMOLITION PLAN

FA101 OVERALL FIRE ALARM PLAN

FA501 FIRE ALARM DETAILS

FA601 FIRE ALARM DIAGRAMS

FIRE PROTECTION

FX001 FIRE PROTECTION GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

FD101 FIRE PROTECTION DEMOLITION PLAN

FX101 OVERALL FIRE PROTECTION PLAN

FX501 FIRE PROTECTION DETAILS

SHEET INDEX

NO SHEET NAME

PLUMBING

P-001 PLUMBING COVER SHEET

PD101 PLUMBING DEMOLITION FLOOR PLAN - BELOW

GRADE

PD102 PLUMBING DEMOLITION FLOOR PLAN - ABOVE

GRADE

P-101 PLUMBING OVERALL FLOOR PLAN

P-401 PLUMBING ENLARGED FLOOR PLAN - SANITARY

WASTE & VENT

P-402 PLUMBING ENLARGED FLOOR PLAN - DOMESTIC

WATER

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-701 PLUMBING DIAGRAMS

MECHANICAL

M-001 HVAC COVER SHEET

M-002 HVAC GENERAL NOTES

MD101 HVAC DEMOLITION FIRST FLOOR PLAN

MH101 HVAC FIRST FLOOR PLAN

M-401 HVAC ENLARGED AND SECTION VIEWS

MP101 HVAC PIPING FIRST FLOOR PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 SCHEDULES

M-602 SCHEDULES

M-701 AC-1 ISOMETRIC VIEW

M-702 PIPING DIAGRAM

M-801 CONTROLS

M-802 CONTROLS

M-803 CONTROLS

M-804 CONTROLS

M-805 CONTROLS

M-806 CONTROLS

M-807 CONTROLS

M-808 CONTROLS

M-809 CONTROLS

M-810 CONTROLS

M-811 CONTROLS

M-812 CONTROLS

M-813 CONTROLS

ELECTRICAL

E-001 GENERAL NOTES AND ABBREVIATIONS

E-002 ELECTRICAL LEGEND

E-003 ELECTRICAL LEGEND

ES101 OVERALL ELECTRICAL SITE PLAN

EG101 OVERALL GROUNDING PLAN

EG102 OVERALL LIGHTNING PROTECTION PLAN

ED101 OVERALL DEMO PLAN

EP101 OVERALL POWER PLAN

EP102 PARTIAL POWER PLAN - AREA 1

EP103 PARTIAL POWER PLAN - AREA 2

EP104 PARTIAL POWER PLAN - AREA 3

EL101 OVERALL LIGHTING PLAN

EL102 PARTIAL LIGHTING PLAN - AREA 1

EL103 PARTIAL LIGHTING PLAN - AREA 2

EL104 PARTIAL LIGHTING PLAN - AREA 3

E-401 ENLARGED PLAN

E-402 ENLARGED PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-510 LIGHTING PLATES

ED601 DEMO ONE-LINE DIAGRAM

E-601 ONE-LINE DIAGRAM

E-610 PANEL SCHEDULES

E-611 PANEL SCHEDULES

E-612 PANEL SCHEDULES

E-613 PANEL SCHEDULES

E-620 EQUIPMENT CONNECTION SCHEDULES

E-630 LUMINAIRE SCHEDULE

E-631 LIGHTING CONTROL MATRIX

TELECOMMUNICATIONS

T-001 NOTES AND ABBREVIATIONS

T-002 TELECOM LEGEND

TD101 DEMOLITION GROUND FLOOR PLAN

TD401 DEMOLITION PHASING - FRAME RM 108A

T-101 GROUND FLOOR PLAN

T-401 FRAME RM 108A ENLARGED PLANS AND ELEVATIONS

T-402 ENLARGED LAB A RM 121B & LAB B RM 121C PLAN

T-403 ENLARGED LAB C RM 106B PLAN

T-501 TELECOM DETAILS

T-502 TELECOM DETAILS

T-503 TELECOM DETAILS

T-504 TELECOM DETAILS

T-505 TELECOM DETAILS

T-506 TELECOM DETAILS

T-507 TELECOM DETAILS

T-601 TELECOM RISERS

ELECTRONIC SECURITY SYSTEMS

TY001 LEGEND, NOTES AND ABBREVIATIONS

TY101 GROUND FLOOR PLAN

TY501 SECURITY DETAILS

/1 7/

AM

M

EN

D M

EN

T

- U

PD

AT

ED

F

O R

B

ID

IN

Q

U

IR

IE

S

D .P

J.

A.

6" 4'

-6

TY

P)

U O

N

8' -0

10'-0" (MAX) SPACING

2" M

AX

2" M

AX

TOP RAILPOST CAP

BRACE RAILS 3/8" DIA TRUSS ROD LINE POST CHAIN LINK FENCE FABRIC POST CAP

CORNER, END

OR PULL POST

FINISHED

GRADE

TIE WIRES (TYP) ALONG

TOP RAILS AND POSTS

BOTTOM RAIL

BRACE RAILS

TIE WIRES (TYP) ALONG

TOP RAILS AND POSTS

PROVIDE CONCRETE FOOTING.

DIAMETER OF FOOTING MUST BE

4X POST DIAMETER (TYP UON).

3/8" DIA TRUSS ROD

1'-6" DIAMETER FOUNDATION,

TYPICAL

1'-6" DIAMETER

FOUNDATION,

TYPICAL

FITTINGS NOTES:

1. ALL FITTINGS MATERIAL MUST BE AS

SPECIFIED.

ELEVATION ELEVATION - ROUND POST

PLAN

PLAN - ROUND POST

ELEVATION - "H" POST

PLAN - "H" POST

PLAN - "H" POST

ELEVATION - "H" POST

PLAN - ROUND POST

ELEVATION - ROUND POST

ELEVATION TOP OR BRACE

RAIL ATTACHMENT

SELVAGE

T & B

1" TO BOTTOM

OF FABRIC

BOTTOM RAIL OPTION

BOTTOM RAIL

FENCE FABRIC

3/8" DIAMETER

CARRIAGE BOLTS

LINE POST 9-GAGE STEEL

TIE WIRES

2'-0" O.C. (MAX)

FENCE FABRIC

9-GAGE STEEL TIE

WIRE 15" O.C. (MAX)

AND WITHIN 4" FROM

TOP AND BOTTOM OF

FABRIC

FENCE FABRIC

9-GAGE STEEL TIE

WIRE 15" O.C. (MAX)

AND WITHIN 4" FROM

TOP AND BOTTOM OF

FABRIC

5/16" Ø BOLT WITH

HEX NUT

5/16" Ø BOLT WITH

HEX NUT

BRACE RAIL

BOLT AND NUT

CORNER, OR END,

OR GATE POST

TURNBUCKLE

TRUSS ROD

TENSION BAR

TENSION OR

FABRIC BAND

BRACE BAND

RAIL END WITH OFFSET LUG

BRACE OR BOTTOM RAIL

TRUSS ROD

ROUND LINE POST

BRACE BAND

RAIL END WITH OFFSET LUG

BRACE OR BOTTOM RAIL

RAIL END WITH ALTERNATE

TRUSS ROD ATTACHMENT

BRACE OR BOTTOM RAIL

ROUND LINE POST

BRACE BAND

CS506

C

IV

IL

S

IT

E

D

ET

AI

LS

SCALE

CHAIN LINK FENCE DETAILD1 NTS

FILENAME: FA877009-CS501.dwg PLOT DATE: PLOT TIME: 11:47 AM

JA

C

O

BS

3.

A

LL

R

IG

H

TS

R

ES

ER

VE

D

1 2 3 4 5 6

B

C

D

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

c

PROJ

DATE

D

AT

E N

O

D

SG

N D

R R

EV

IS

IO

N

C H

K

AP

VD

BY

AP

VD

DWG

A

TY

PE

B -3

F

IN

AL

SEPTEMBER 2024

C O

R

VA

LL

IS

, O R

EG

O

N

N E

C

IR

C

LE

B O

U

LE

VA

R

D , S

U

IT

E

AN

G

P R

O

JE

C T

N O

. K

JA

Q

O R

EG

O

N A

IR

N

AT

IO

N

AL

G U

AR

D

AD

D

A

LT

ER

B

C O

M M

U N

IC

AT

IO

N

S

KI

N

G

SL

EY

F

IE

LD

A N

G B

AS

E, O R

FA877010

D . P

EA

R

SO

N

B.

M

C

IN

TY

R

E D

. G

IM

BE

L

M . P

AT

R

IC

K

1"0

CHAIN LINK FENCING NOTES:

1. FABRIC: THE STANDARD FENCE FABRIC MUST BE BLACK PVC-COATED 5179 STEEL WIRE CHAIN LINK WITH MESH OPENINGS NOT LARGER THAN TWO INCHES PER SIDE AND A TWISTED AT TOP AND BOTTOM IN ACCORDANCE WITH THE SPECIFICATIONS. UTILIZE 9-GAUGE FOR BASE INTERIOR OR WHEN JOINING AN EXISTING FENCE WHICH IS

ALREADY 9-GAUGE.

2. FABRIC TIES: ONLY 12-GAUGE STEEL TIES MUST BE USED. COATING OR PLATING WILL BE ELECTROLYTICALLY

COMPATIBLE WITH THE FENCE FABRIC TO INHIBIT CORROSION.

3. REINFORCEMENT: TENSION WIRES MUST BE INSTALLED AND INTERWOVEN (OR AFFIXED WITH FABRIC TIES) ALONG

THE TOP & BOTTOM OF THE FENCE FOR STABILIZATION OF THE FENCE FABRIC.

4. FENCE HEIGHT: CHAIN LINK FABRIC MUST BE 8' HIGH . THE TOTAL FENCE HEIGHT MUST BE 8'.

5. GROUND CLEARANCE: BOTTOM OF THE FENCE FABRIC MUST BE WITHIN TWO INCHES OF FIRM SOIL.

6. FENCE POSTS: MUST BE ASTM F1043 OR F1083 ROUND PIPE OR SQUARE TUBE AND MUST BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATIONS. FENCE POST SPACING AND SIZE (DIAMETER) MUST BE DETERMINED IN ACCORDANCE WITH CHAIN LINK FENCE MANUFACTURERS' INSTITUTE (WLG 2445). SPACING MUST NOT EXCEED 10'-0"

OC. SIZE (DIAMETER) MUST NOT BE LESS THAN THAT SPECIFIED.

7. FENCING DESIGN MUST COMPLY WITH UFC 4-022-03.

LINE POST DETAILS

CORNER OR END POST DETAILS

TYP. FENCE AND CORNER PANEL ELEVATION

TYP. FENCE AND BRACED PANEL ELEVATION

STEEL POST SCHEDULE

CORNER, END & FULL POST

USE AND SECTION

TUBULAR - ROUND

LINE POSTS

TUBULAR -ROUND

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H - SECTION

C - SECTION (ROLL FORMED)

4.0" O.D.

2.375" O.D.

1.50" O.D.

1.66" O.D.

1.625" X 1.50" 1.625" X 1.25"

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

ES

6" 4'

-6

8' -0

2" M

AX

F

AB

R

IC

TO

T H

E G

R O

U N

D

4'-0"

POST CAP

POST CAP

3/8" DIA TRUSS

ROD (TYP UON)

BRACE RAILS

(TYP UON)

BRACE RAILS

(TYP UON)

GATE HINGE WITH OPPOSING

BARREL PINS, SEE DETAILS

THIS SHEET (TYP UON).

3/8" DIA TRUSS

ROD (TYP UON)

3/16"

( ) NOTE:

1. WELD HINGES TO POST IF INSTALLING CABLE

REINFORCEMENT ON GATES. ENSURE CORRECT

HEIGHT FOR FULL OPERATION PRIOR TO WELDING

(TYP).

A A

3/16"

OPPOSING BARREL

HINGE PIN AND PLATE

FENCE POST HINGE

ASSEMBLY

STANDARD U-BOLT

GATE POST

STANDARD U-BOLT

GATE LEAF

POST

OPPOSING BARREL

PIN HINGE AND PLATE

SECURING HOLE

FOR LOCK

STANDARD U-BOLT

OFFSET HINGE

ASSEMBLY

ELEVATION VIEW

PLAN VIEW

ELEVATION VIEW

PLAN VIEW

ELEVATION VIEW

PLAN VIEW

ELEVATION VIEW

PLAN VIEW

LATCH

HINGE BOLT

HINGE COLLAR

RETAINER BOLT

STANDARD U-BOLT

LATCH

ASSEMBLY

SECURING HOLE

FOR LOCK

STANDARD U-BOLT

LATCH

ASSEMBLY

3/16"

( ) NOTE:

1. WELD HINGES TO POST IF INSTALLING CABLE

REINFORCEMENT ON GATES. ENSURE CORRECT

HEIGHT FOR FULL OPERATION PRIOR TO WELDING

(TYP).

A A

3/16"

OPPOSING BARREL

HINGE PIN AND PLATE

FENCE POST HINGE

ASSEMBLY

STANDARD U-BOLT

GATE POST

STANDARD U-BOLT

GATE LEAF

POST

OPPOSING BARREL

PIN HINGE AND PLATE

SECURING HOLE

FOR LOCK

STANDARD U-BOLT

OFFSET HINGE

ASSEMBLY

ELEVATION VIEW

PLAN VIEW

ELEVATION VIEW

PLAN VIEW

ELEVATION VIEW

PLAN VIEW

ELEVATION VIEW

PLAN VIEW

LATCH

HINGE BOLT

HINGE COLLAR

RETAINER BOLT

STANDARD U-BOLT

LATCH

ASSEMBLY

SECURING HOLE

FOR LOCK

STANDARD U-BOLT

LATCH

ASSEMBLY

CS507

C

IV

IL

S

IT

E

D

ET

AI

LS

FILENAME: FA877009-CS501.dwg PLOT DATE: PLOT TIME: 3:17 PM

JA

C

O

BS

3.

A

LL

R

IG

H

TS

R

ES

ER

VE

D

1 2 3 4 5 6

B

C

D

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

c

PROJ

DATE

D

AT

E N

O

D

SG

N D

R R

EV

IS

IO

N

C H

K

AP

VD

BY

AP

VD

DWG

A

TY

PE

B -3

F

IN

AL

SEPTEMBER 2024

C O

R

VA

LL

IS

, O R

EG

O

N

N E

C

IR

C

LE

B O

U

LE

VA

R

D , S

U

IT

E

AN

G

P R

O

JE

C T

N O

. K

JA

Q

O R

EG

O

N A

IR

N

AT

IO

N

AL

G U

AR

D

AD

D

A

LT

ER

B

C O

M M

U N

IC

AT

IO

N

S

KI

N

G

SL

EY

F

IE

LD

A N

G B

AS

E, O R

FA877010

D . P

EA

R

SO

N

B.

M

C

IN

TY

R

E D

. G

IM

BE

L

M . P

AT

R

IC

K

1"0

FACE TO FACE

3'-0"

6'-0"

ROUND GATE POSTS:

SQUARE & ROUND SIZES

GATE POSTS

2.875 ODTHROUGH

OPENING HINGE SPACE (S)

POST TO UPRIGHT

2 1/4"

SINGLE LEAF GATES

SINGLE OR DOUBLE LEAF GATES

UPRIGHT HT (U)

ACTUAL DIM

7'-10"

NOM HT

NOM HEIGHT (H)

8'-0"

FRAME HT (F)

ACTUAL DIM

7'-8 1/2"

GATE POSTS & FOUNDATIONS NOTE:

1. GATE POST SIZE AND ASSOCIATED FOOTING DIAMETER TO BE DETERMINED

BY MANUFACTURER, BASED ON LEAF WEIGHT & DIMENSION, BUT NOT LESS

THAN DIAMETER SHOWN ON THESE DRAWINGS. MINIMUM FOOTING

DIAMETERS (TO BE FILLED W/4000 PSI CONC): 40" Ø FOR 8" POST; 36" Ø

FOR 6" POST; 24" Ø FOR 4" POST; OTHER SIZES TO BE DESIGNED BY MFR

OR KTR. NO FOOTING WIDTH MUST BE LESS THAN 4(X) THE POST WIDTH.

GATE DETAIL NOTE:

1. IF GATE HINGES ARE NOT OPPOSING (AS SHOWN ABOVE) OR

LEAF IS NOT LOCKED MECHANICALLY TO THE HINGES, WELD

AN ANGLE, PLATE, OR BLOCK ABOVE HINGE TO RESTRICT

LEAF FROM BEING REMOVED OR LIFTED OFF. RESTRICTION

MUST NOT HINDER OPERATION OF GATE.

STEEL POST SCHEDULE

CORNER, END & FULL POST

USE AND SECTION

TUBULAR - ROUND

LINE POSTS

TUBULAR -ROUND

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H - SECTION

C - SECTION (ROLL FORMED)

4.0" O.D.

2.375" O.D.

1.50" O.D.

1.66" O.D.

1.625" X 1.50" 1.625" X 1.25"

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

CHAIN LINK FENCING NOTES:

1. FENCING DESIGN MUST COMPLY WITH UFC 4-022-03.

NOTES:

1. GATE MUST OPEN OUTWARD FOR NATURAL EMERGENCY/ NON-EMERGENCY EGRESS

FROM THE SECURE SIDE.

2. REFER TO SHEET TS101 AND G15/T-502 FOR ADDITIONAL INFORMATION AND GATE

SECURITY EQUIPMENT DETAILS.

SCALE

PEDESTRIAN GATE DETAILD1 NTS

SCALE

GATE HINGE DETAILD3 NTS

SCALE

OFFSET HINGE DETAILD4 NTS

SCALE

GATE LATCH DETAILD5 NTS

SCALE

FULCRUM LATCH DETAILD6 NTS

1.

2.

3.

4.

5.

6.

7.

8.

ALL CONCRETE WORK MUST CONFORM TO THE

REQUIREMENTS OF ACI 301 AND ACI 318.

CONCRETE PROPERTIES:

*TYPICAL UNLESS NOTED OTHERWISE: 4000 PSI

COORDINATE SIZE AND LOCATION OF

EMBEDDED ITEMS, OPENINGS, SLEEVES,

INSERTS, DOWELS, DEPRESSIONS, CURBS,

PITS CONDUITS, ETC WITH OTHER DISCIPLINE

DRAWINGS INCLUDING BUT NOT LIMITED TO

PLUMBING, ELECTRICAL AND ARCHITECTURE

AND COORDINATE WITH ACTUAL EQUIPMENT

SELECTED PRIOR TO PLACEMENT OF

CONCRETE.

DO NOT EMBED CONDUITS, PIPES DUCTS, OR

SLEEVES IN SLABS OR GRADE BEAMS UNLESS

SPECIFICALLY INDICATED ON THE

STRUCTURAL DRAWINGS. EMBEDDED

ALUMINUM CONDUITS AND PIPES ARE NOT

PERMITTED.

WHEN SIDES OF GRADE BEAMS ARE EARTH-

FORMED, WIDEN EACH SIDE AT LEAST 3

INCHES MORE THAN THE REQUIRED

DIMENSION. INCREASE THE MINIMUM

CONCRETE COVER FOR REINFORCING

ACCORDINGLY BY THE SAME AMOUNT. ALL

CONCRETE THAT IS EARTH FORMED MUST

HAVE 6% +/- 1% AIR ENTRAINMENT.

LOCATE CONSTRUCTION JOINTS IN

FOUNDATION BEAMS IN THE MIDDLE 1/3 SPAN

BETWEEN PIERS. LOCATE JOINTS A MINIMUM

OF 4'-0" FROM PERPENDICULAR BEAMS OR

FOOTINGS.

SUBMIT CONSTRUCTION JOINT LOCATIONS FOR

APPROVAL PRIOR TO CONSTRUCTION.

REFER TO SPECIFICATION SECTION 03 30 00

FOR ADDITIONAL REQUIREMENTS.

CONCRETE

1.

2.

A.

B.

C.

D.

E.

F.

G.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

DETAIL, FABRICATE AND ERECT STRUCTURAL

STEEL IN ACCORDANCE WITH AISC

"SPECIFICATION FOR THE DESIGN,

FABRICATION AND ERECTION OF

STRUCTURAL STEEL FOR BUILDINGS" BY AN

APPROVED LICENSED FABRICATOR SHOP.

PROVIDE STRUCTURAL STEEL CONFORMING

TO THE FOLLOWING STANDARDS:

W AND WT SHAPES: ASTM A992

OTHER ROLLED SHAPES, PLATES, BARS

AND SHEETS: ASTM A36, U.N.O.

PIPES: ASTM A53 TYPE E OR S GRADE B

HSS SECTIONS: ASTM A1085 GRADE C,

50 Ksi.

BOLTS:

HIGH STRENGTH BOLTS: ASTM

F3125 GROUP A (GRADE A325-N);

GROUP B (GRADE A490-SC) FOR

BRACED FRAMES AND DRAG

CONNECTIONS.

BOLTS MARKED MB OR A307:

ASTM A307.

HEAVY HEX NUTS: ASTM A563 HOT

FORGED.

HARDENED STEEL WASHERS:

ASTM F436.

ANCHOR BOLTS: ASTM SPECIFICATION S

F1554 GR. 55 HEADED BOLT.

COLUMN BASE PLATES, BEAM AND

COLUMN STIFFENERS, BEARING PLATES

AND GUSSET PLATES: A572 GR. 50.

PROVIDE SHOP AND FIELD WELDING OF

STRUCTURAL STEEL USING THE ELECTRIC

SHIELDED ARC PROCESS OR SUBMERGED

ARC PROCESS IN CONFORMANCE WITH AISC

SPECIFICATIONS AND A.W.S. "STRUCTURAL

WELDING CODE" AND PERFORMED BY

CERTIFIED WELDERS ONLY. ELECTRODES

MUST BE E-70XX LOW-HYDROGEN TYPE (FOR

SHIELDED ARC PROCESS) OR SAW-2 TYPE

(FOR SUBMERGED ARC PROCESS).

PROVIDE MINIMUM SIZE OF FILLET WELDS AS

SPECIFIED IN TABLE J2.4 OF THE AISC

MANUAL.

PROVIDE MINIMUM EFFECTIVE THROAT

THICKNESS OF PARTIAL PENETRATION

GROOVE WELDS AS SPECIFIED IN TABLE J2.3

OF THE AISC MANUAL.

PROVIDE MINIMUM OF TWO BOLTS PER

CONNECTION. MINIMUM BOLT DIAMETER TO

BE 3/4 INCH.

PROVIDE BOLTS, NUTS AND WASHERS THAT

ARE HOT DIP GALVANIZED ACCORDING TO

ASTM A 153, CLASS C WHEN USED TO

CONNECT STEEL ELEMENTS THAT ARE HOT

DIP GALVANIZED AFTER FABRICATION.

FABRICATE AND ASSEMBLE STRUCTURAL

MEMBERS/ASSEMBLIES IN SHOP TO

GREATEST EXTENT POSSIBLE.

ERECT BEAMS WITH NATURAL CAMBER

UPWARDS. WHERE SPECIFICALLY INDICATED

ON DRAWINGS, CAMBER IS INTENDED TO BE

FINAL CAMBER AT TIME OF ERECTION, WITHIN

A TOLERANCE OF MINUS ZERO TO PLUS 1/8"

FOR EACH TEN FEET OF MEMBER LENGTH.

SPLICING OF STRUCTURAL STEEL MEMBERS

IS PROHIBITED WITHOUT PRIOR APPROVAL

BY THE C.O.R.

CONFORM TO THE AISC CODE OF STANDARD

PRACTICE, FOR ERECTION TOLERANCES.

FIELD MODIFICATION TO STRUCTURAL STEEL

IS PROHIBITED WITHOUT PRIOR APPROVAL

BY THE C.O.R.

DO NOT CUT STRUCTURAL STEEL MEMBERS

FOR THE WORK OF OTHER TRADES WITHOUT

PRIOR REVIEW AND APPROVAL OF THE C.O.R.

STRUCTURAL STEEL & MISC. METALS METAL DECKING

1.

2.

3.

4.

5.

6.

7.

8.

9.

DETAIL, FABRICATE AND ERECT METAL DECK IN

CONFORMANCE WITH THE STEEL DECK

INSTITUTE'S "CODE OF RECOMMENDED

STANDARD PRACTICE AND BASIC DESIGN

SPECIFICATIONS".

PROVIDE COLD-FORMED METAL DECK AND

ACCESSORIES FROM STEEL SHEETS

CONFORMING TO ASTM A-653, GRADE 40 OR

HIGHER AND HAVING A MINIMUM YIELD

STRENGTH OF 40,000 PSI. BEFORE FORMING,

HOT DIP GALVANIZE THE STEEL SHEETS IN

CONFORMANCE WITH ASTM A-924, CLASS G-60.

ATTACH SHEETS TO STEEL SUPPORT

MEMBERS AS INDICATED AND IN ACCORDANCE

WITH THE MANUFACTURER'S INSTRUCTIONS

FOR INSTALLATION. WHEN DECK IS

SCHEDULED TO BE EXPOSED, DE-SLAG, CLEAN

AND TOUCHED UP WELDS WITH A ZINC-RICH

PRIMER.

LAP ROOF ENDS MINIMUM OF 2 INCHES WHEN

FASTENING DECK TO SUPPORT MEMBERS.

BUTTED DECK JOINTS ARE ALSO ACCEPTABLE

WHERE EACH END OF THE DECK MAINTAINS A

MINIMUM BEARING LENGTH OF 2-1/2". PROVIDE

WELDING MATERIALS INSTALLATION

PROCEDURES TO PREVENT BURNING OF

HOLES IN THE DECK.

AT ENDS OF DECKS OR WHERE CHANGES OF

DECK DIRECTION OCCUR, FASTEN TO

SUPPORTS AT EACH FLUTE.

WHERE PARTIAL PANELS MAY BE REQUIRED TO

COMPLETE DECK INSTALLATION AT PERIMETER

OF STRUCTURE, PROVIDE WELDS IN EACH

FLUTE TO STRUCTURAL MEMBERS. INSTALL

DECK IN THREE SPAN LENGTHS WHEREVER

POSSIBLE.

COORDINATE CUTTING AND FRAMING OF

OPENINGS IN METAL DECKS WITH

SUBCONTRACTORS.

MINIMUM ROOF DECK PROPERTIES:

ALLOWABLE ROOF DECK ATTACHMENT

SUPPORT FASTENERS INCLUDE POWDER

ACTUATED FASTENERS AND MINIMUM VISIBLE

1/2 DIAMETER ARC PUDDLE WELDS AT EACH

FLUTE FOR SUPPORTS PERPENDICULAR TO

THE DECK AND AT 12" MAX FOR SUPPORTS

PARALLEL TO THE DECK. SIDELAP FASTENERS

ARE DECK MANUFACTURER'S PATENTED

PUNCH AND CLINCH CONNECTION AT 8"

MAXIMUM FOR 18GA AND 12" MAX FOR 20GA

DECK.

DEPTH: 3"

TYPE: TYPE N

GAGE: AS INDICATED ON PLANS

MINIMUM YIELD STRENGTH: 33 KSI

I: 0.890 IN4/FT

SP: 0.452 IN3/F

SN: 0.509 IN3/F

FINISH: GALVANIZED G60

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

PROVIDE DETAILING, FABRICATION, AND

INSTALLATION OF REINFORCING AND

ACCESSORIES IN ACCORDANCE WITH ACI 315

ACI 318, ACI SP-66, AND CRSI MSP-1.

REINFORCING STEEL:

TYPICAL: ASTM A615, GRADE 60

WELDABLE BARS: ASTM A706, GRADE 60.

MINIMUM CONCRETE COVER IS AS INDICATED

IN THE FOLLOWING SCHEDULE UNLESS

NOTED OTHERWISE IN A SPECIFIC SECTION

OR DETAIL. INCREASE COVER AS REQUIRED

TO ACCOMMODATE EMBEDDED ITEMS, BAR

CONGESTION, FIELD CONDITIONS, ETC.

ALL REINFORCING BAR BENDS ARE MADE

COLD.

REINFORCING BAR HOOKS ARE ACI

STANDARD HOOKS CONFORMING TO THE

BEND DIMENSION REQUIREMENTS OF ACI 318

UNLESS NOTED OTHERWISE.

DOWELS BETWEEN FOOTINGS AND WALLS

ARE THE SAME GRADE, SIZE AND SPACING

OR NUMBER AS THE VERTICAL REINFORCING,

RESPECTIVELY. UNLESS NOTED OTHERWISE.

ALL BARS ARE MARKED SO THEIR

IDENTIFICATION CAN BE MADE WHEN THE

FINAL IN-PLACE INSPECTION IS MADE.

DO NOT CUT REINFORCEMENT UNLESS

INDICATED BY SECTION OR DETAIL. AT

LOCATIONS OF CONFLICT, SPREAD THE

REINFORCEMENT TO ACCOMMODATE

PLACEMENT. ADD ADDITIONAL BARS IF

NECESSARY TO MAINTAIN SPACING

REQUIREMENTS.

TACK WELDING OF BARS IS NOT PERMITTED.

#11 BARS AND SMALLER MAY BE SPLICED

USING MECHANICAL CONNECTORS OR

CONTACT LAP SPLICES. BAR LAPS SHOULD

BE SECURELY WIRED TOGETHER.

TENSION DEVELOPMENT AND REINFORCING

BAR LAP SPLICES ARE AS FOLLOWS UNLESS

NOTED OTHERWISE:

REINFORCING STEEL

CAST AGAINST & PERMANENTLY

EXPOSED TO EARTH 3"

EXPOSED TO EARTH OR WEATHER 2"

NOT EXPOSED TO EARTH

OR WEATHER OR IN

CONTACT WITH GROUND

SLABS AND WALL 3/4"

FOUNDATIONS 1 1/2"

f'c = (3000 PSI) -

(GRADE 60 UNCOATED BARS)

BAR

SIZE

TENSION

DEVELOPMENT

LAP

SPLICE

#3 17" 22" #4 22" 29" #5 28" 36" #6 33" 43" #7 48" 63" #8 55" 72" #9 62" 81" #10 70" 91" #11 78" 101" f'c = (4000 PSI) -

(GRADE 60 UNCOATED BARS)

BAR

SIZE

TENSION

DEVELOPMENT

LAP

SPLICE

#3 15" #4 19" #5 24" #6 29" #7 42" #8 48" #9 54" #10 61" #11 67"

19" 25" 31" 37" 54" 62" 70" 79" 87"

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

REINFORCED MASONRY WORK AND MATERIALS

TO BE IN ACCORDANCE WITH THE BUILDING

CODE REQUIREMENTS FOR MASONRY

STRUCTURES TMS 402 AND THE

SPECIFICATIONS FOR MASONRY STRUCTURES

TMS 602.

PROVIDE MEDIUM WEIGHT UNITS CONFORMING

TO ASTM C-90, LATEST REVISION WITH A

MAXIMUM SHRINKAGE OF .06% FROM THE

SATURATED TO OVEN-DRY CONDITION. USE

OPEN ENDS UNIT BLOCKS AT BOND BEAM

TYPICAL. THE MINIMUM COMPRESSIVE

STRENGTH OF MASONRY AT 28 DAYS IS LISTED

BELOW:

PROVIDE MASONRY MORTAR MEETING THE

REQUIREMENTS OF TYPE S PER ASTM C 270.

PROVIDE AGGREGATES FOR MORTAR

CONFORMING TO ASTM C 404. PROVIDE

MORTAR WITH A MINIMUM COMPRESSIVE

STRENGTH OF 2000 PSI AT 28 DAYS.

PROVIDE MASONRY GROUT WITH MINIMUM 28-

DAY COMPRESSIVE STRENGTH OF 2,000 PSI

TESTED IN ACCORDANCE WITH ASTM C 1019.

GROUT TO MEET THE MINIMUM REQUIREMENTS

SPECIFIED IN ASTM C 476.

PROVIDE CONCRETE MASONRY UNITS IN

ACCORDANCE WITH ASTM C 426 LIMITS FOR

DRYING SHRINKAGE OF CONCRETE BLOCKS.

SEE "REINFORCING STEEL SECTION" FOR ASTM

SPECIFICATION OF REINFORCING STEEL.

MAXIMUM HEIGHT OF GROUT POURS TO BE AS

PER TMS 402/602-16.

GROUT ALL CELLS SOLID. ALL GROUT SHALL BE

CONSOLIDATED AT THE TIME OF POURING BY

VIBRATING WITH A 3/4" VIBRATOR. LAY UNITS IN

RUNNING BOND UNLESS OTHERWISE NOTED.

OVERHANGING MORTAR OR OTHER

OBSTRUCTION OF DEBRIS ARE TO BE REMOVED

FROM THE INSIDES OF VERTICAL CELL WALLS.

PROVIDE GROUT WITH 8 INCH SLUMP AND

CONSOLIDATE BY MEANS OF HAND TAMPING TO

ENSURE COMPLETE FILLING OF CELLS.

PROVIDE 1/4" CLEARANCE FROM INSIDE FACE

OF BLOCK MASONRY CELLS AND MINIMUM OF

ONE BAR DIAMETER, BUT NOT LESS THAN 3/4"

CLEAR DISTANCE BETWEEN PARALLEL BARS.

VERTICAL REINFORCING STEEL ARE

POSITIONED AND HELD IN PLACE BY MEANS OF

WIRE SPACERS.

PROVIDE STD. 90° HOOK AT END OF

HORIZONTAL REINFORCEMENT IN CMU WALLS.

PROVIDE VERTICAL REINFORCING AT CORNERS

OF CMU WALLS, AT ENDS OF WALLS, EACH SIDE

OF CONTROL JOINT, AND EACH SIDE OF WALL

OPENINGS PER DETAIL(S). PROVIDE MINIMUM

3/8 INCH THROUGH-WALL CONTROL JOINTS AT

25'-0" MAXIMUM SPACING UNLESS OTHERWISE

NOTED ON DRAWINGS.

INSTALL ANCHORS, ACCESSORIES, AND OTHER

ITEMS TO BE BUILT IN AS WORK PROGRESSES.

PERFORM CUTTING AND FITTING OF MASONRY

WITH MASONRY SAWS PROVIDING CUT

FINISHED UNITS.

WHEN A FOUNDATION DOWEL DOES NOT LINE

UP WITH A VERTICAL CORE, DO NOT SLOPE

DOWEL MORE THAN ONE HORIZONTAL TO SIX

VERTICAL.

MASONRY

DESIGN STRENGTH BLOCK UNIT

F'm (ASTM C140) NET STRENGTH

2,000 PSI 2,500 PSI

GROUT MORTAR

STRENGTH TYPE S

2,000 PSI 2,000 PSI

D

C

B

A

1 2 3 4 5 6

JA

C

O

BS

3.

A

LL

R

IG

H

TS

R

ES

ER

VE

D c

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

VERIFY SCALE

DATE

PROJ

DWG

D

SG

N D

R C

H K

AP

VD

AP

VD

BY

R

EV

IS

IO

N

D

AT

E N

O

FILENAME: PLOT DATE/TIME:

N E

C

IR

C

LE

B O

U

LE

VA

R

D , S

U

IT

E

C

O R

VA

LL

IS

, O

R

EG

O N

TE

LE

1)

-3

FA

X:

(5

) 7

-0

AD

D

/A

LT

ER

B

C O

M M

U N

IC

AT

IO

N

S

AN

G

P R

O

JE

C T

N O

. K

JA

Q

O R

EG

O

N A

IR

N

AT

IO

N

AL

G U

AR

D

KI

N

G

SL

EY

F

IE

LD

A N

G B

AS

E, O R

12" = 1'-0"

Autodesk Docs://US OR_FA877009_OR Air National Guard_Add-Alter B210 Communications/FA877009_B210_STRU_R2023.rvt 1/15/2025 4:36:40 PM

TY

PE

B -2

P R

E

FI

N

AL

SEPTEMBER 2024

FA877010

S-002

K.

P

EA

R

SO

N

T.

S

TI

M

PS

O

N J.

M

AL

IK

D

. P

EA

R

SO

N

G

EN

ER

AL

N O

TE

S

ST

R

U C

TU

R

AL

/1 7/

AM

M

EN

D M

EN

T

- U

PD

AT

ED

F

O R

B

ID

IN

Q

U

IR

IE

S

D .P

K.

P.

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

49'-2" 33'-1" 26'-1 1/2" 24'-9 1/4" 1'-11" 25'-9" 19'-8"

180'-5 3/4"

'-1

0"

'-2

5' -8

/8

3'

-0

'-8

6'

-0

'-8

'-0

/4

5'-0"

MAX TYP, UNO

10'-0"

5'-0" 5'-0"

1'-0" 1'-0"

5'-0" 5'-0" 5'-0" 5'-0" 3'-2 5/8"

3'-3"

1'-3"

7'-10 1/2"

10'-1" 8'-0" 8'-0" 8'-0" 8'-0" 3'-4"

8' -0

8'

-0

7' -0

5'

-0

8' -0

8'

-0

6' -6

7'

-1 1"

6' -7

4"

RIDGE RIDGE

R

ID

G E

T-

T-

T-

T-

T-

T-

T-

O R

T -1

T-

O R

T -1

T-

T-

T-

T-

T-

T-

T-

T-

T-

T-

T-

T-

SI

M

T-

SI

M

T-8 SIM

T-9

T-10

T-11

T-11

T-11

T-11

T-10

T-10

T-8

5'-0" 0" 5'-0" 4'-10 1/2" 5'-2 1/8"

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

RIDGE

RID

GE

SLOPE SLOPE

TYP

TYP

SLOPE

SL

O

PEW8X15

B1 S-511

B1 S-522

B1 S-511

LOW

AND

HIGH

B5 S-522

B3 S-522

B1 S-522

B1 S-522

B1 S-511

B1 S-522

B3 S-522

B1 S-522

B1 S-522

B3 S-522

W

X2

LO

W

T-

T-

T- 5 10

9"

TYP

13 13

13A4 S-530

T-

O R

T -1

T-

O R

T -1

T-

O R

T -1

T-

O R

T -1

2 14

14 14

A.

B.

C.

D.

E.

SEE DRAWING S-001 THRU S-003 FOR GENERAL STRUCTURAL

NOTES AND ABBREVIATIONS.

SEE DRAWINGS S-501 THRU S-530 FOR TYPICAL STRUCTURAL

DETAILS.

SEE ARCH DRAWINGS FOR INTERIOR WALL DIMENSIONS NOT

SHOWN.

REFERENCE ELEVATION 100'-0" = CIVIL DATUM 4089.33.

FALL ARREST SYSEM IS A DEFERRED SUBMITTAL PER S-001,

REFER TO A-102 FOR CONCEPT LAYOUT.

KEYNOTES

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

8'-0"0 16'-0" 24'-0"4'-0"

N

D

C

B

A

1 2 3 4 5 6

JA

C

O

BS

3.

A

LL

R

IG

H

TS

R

ES

ER

VE

D c

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

VERIFY SCALE

DATE

PROJ

DWG

D

SG

N D

R C

H K

AP

VD

AP

VD

BY

R

EV

IS

IO

N

D

AT

E N

O

FILENAME: PLOT DATE/TIME:

N E

C

IR

C

LE

B O

U

LE

VA

R

D , S

U

IT

E

C

O R

VA

LL

IS

, O

R

EG

O N

TE

LE

1)

-3

(5

) 7

-0

GRAPHIC SCALE

KEYPLAN

AD

D

/A

LT

ER

B

C O

M M

U N

IC

AT

IO

N

S

AN

G

P R

O

JE

C T

N O

. K

JA

Q

O R

EG

O

N A

IR

N

AT

IO

N

AL

G U

AR

D

KI

N

G

SL

EY

F

IE

LD

A N

G B

AS

E, O R

As indicated

Autodesk Docs://US OR_FA877009_OR Air National Guard_Add-Alter B210 Communications/FA877009_B210_STRU_R2023.rvt 1/15/2025 4:36:45 PM

TY

PE

B -2

P R

E

FI

N

AL

SEPTEMBER 2024

FA877010

SF103

K.

P

EA

R

SO

N

T.

S

TI

M

PS

O

N J.

M

AL

IK

D

. P

EA

R

SO

N

R O

O F

FR

AM

IN

G

P

LA

N

ST

R

U C

TU

R

AL

SCALE 1/8" = 1'-0"D1 ROOF FRAMING PLAN - OVERALL

GENERAL NOTES

1 BOLTED STEEL ROOF TRUSSES AT 10'-0" O.C., MAX.

2 CONTINUOUS 3/4"X6" PLATE, TRUSS TO REST ON PLATE AT EXISTING LOAD-BEARING

WALLS. REFER TO B3/S-522.

3 5" BUILDING ISOLATION JOINT.

4 3" TYPE N ROOF DECK.

5 TRUSS BRACING AT NOT SHOWN. LOCATE AT EVERY OTHER PANEL POINT. PER

DETAIL D1/S-523.

6 SEE DETAIL C5/S-520 FOR KICKER REQUIREMENTS.

7 SEE DETAIL C3/S-520 FOR STEEL BEAM TO HSS COLUMN CONNECTION

REQUIREMENTS.

8 SEE DETAIL B3/S-510 FOR STEEL BEAM TO CMU WALL CONNECTION REQUIREMENTS.

9 COORDINATE STEEL BEAM ELEVATION WITH ARCH AND OPERABLE PARTITION

REQUIREMENTS.

10 OPENING BELOW IN EXISTING ROOF.

11 SEE C2/S-523 FOR TRUSS TO TRUSS CONNECTION.

12 TRUSS BRACING PER DETAIL D5/S-523.

13 5 BID OPTION 2: ADDITIONAL EXTENT OF ROOF. USE TRUSS T-12 IN LIEU OF T-3.

14 2L5X3X3/8 AT RIDGE. SEE D1/S-530, SIM.

15 SEE DETAIL B3/S-510 AND C3/S-520 FOR WF BEAM CONNECTION.

LEGEND

INDICATES DIRECTION OF DECK SPAN

INDICATES DOWNWARD ROOF SLOPE

ROOF STEP DOWN

/1 7/

AM

M

EN

D M

EN

T

- U

PD

AT

ED

F

O R

B

ID

IN

Q

U

IR

IE

S

D .P

K.

P.

ROOF DECK

1/8" BENT PL REQ'D

LENGTH. OMIT WHEN

METAL DECK SLOPE

MATCHES TOP OF WALL

SLOPE

3/8" PL x6x REQ'D W/ 3/4"x4" HEAD STUDS @ 24" O.C.

KNOCK OUT AS

REQ'D FOR GROUTING

BOND BEAM

L4x4x1/4 CONT ANGLE

WITH TYP METAL

DECK ATTACHMENT

ROOF DECK

1/8" BENT PL REQ'D

LENGTH. OMIT WHEN

METAL DECK SLOPE

MATCHES TOP OF WALL

SLOPE

3/8" PL x6x REQ'D W/ 3/4"x4" HEAD STUDS @ 24" O.C.

KNOCK OUT AS

REQ'D FOR GROUTING

BOND BEAM

L4x4x1/4 CONT ANGLE

WITH TYP METAL

DECK ATTACHMENT

(SEE NOTE 3)

2' - 8" TO 4' - 0" OPENINGOPENING

#3 @ 16" TIES

IN BOND BEAM

90º

HOOK

INTERIOR PLAN

"C" BARS PER DETAIL 4

TYP EA END OF PIER

(SEE NOTE 3)

2'-8" TO 4'-0"

CORNER PLAN

8" CMU WALL

OPENING

"C" BARS

PER DETAIL 3

TYP

TYP CORNER REINF

SEE DETAIL 6

#3 @ 16" TIES

IN BOND BEAM

90º

HOOK

1.

2.

NOTES:

WHERE PIERS ARE CENTERED BELOW BEAM

BEARING, REDUCE TIE SPACING TO 8".

FOR 8" CMU WALL PIERS 2'-0" AND LESS, SEE

WALL COLUMN DETAIL 5.

"H

8" LINTEL SECTION

SE

E

SC

HE

DU

LE

LIN

TE

L D

EP

TH

LINTEL BLOCK

LINTEL BOTTOM

HORIZ. REINF.

"A" BARS,

SEE SCHED.

8" CMU WALL

ADD'L HORIZ.

REINF., SEE

NOTE 5

STIRRUP

AS REQ'D,

SEE SCHED.

90°

HOOK

TYP. WALL HORIZ.

BAR AT TOP OF

STIRRUP, SAME

LENGTH AS "A" BARS

TYP. CMU WALL

VERT. REINF.

WIDTH

JAMP "W"

WIDTH

JAMB

SEE NOTE 3,

"B" BARS IN

BOND BEAM

DE

PT

H

LIN

TE

L

"C" BARS EACH SIDE,

SEE NOTE 2 (ONE

CENTERED PER PER

CELL IN 8" WALLS,

TWO (1 EF) PER CELL

IN 12" WALLS)

"A" BARS IN

LINTEL BLOCK

GROUT WALL

SOLID

/D5 S-511

ELEVATION

1.

2.

3.

4.

5.

6.

7.

8.

9.

NOTES:

FOR TYPICAL WALL REINFORCEMENT, SEE WALL SECTIONS AND DETAILS. FOR

MINIMUM REINFORCEMENT REQUIREMENTS, SEE GENERAL STRUCTURAL NOTES

AND PLANS.

LAP VERTICAL REINFORCEMENT WITH WALL DOWELS 48 BAR DIAMETERS (2'-0"

MIN), LAP ALL OTHER VERTICAL BARS 72 BAR DIAMETERS.

STAGGER SPLICES IN ADJACENT HORIZONTAL BARS IN THE SAME COURSE BY

2'-0".

PROVIDE DOWEL BARS IN FOUNDATION TO MATCH ALL VERTICAL

REINFORCEMENT.

FOR ADDED REINFORCEMENT AT WALL INTERSECTIONS AND CORNERS,

SEE .

FOR TYPICAL OPENING REINFORCEMENT SEE DETAIL

FOR HORIZONTAL REINFORCEMENT AT OPENINGS SEE PIER DETAIL

DO NOT PLACE VERTICAL CONDUIT IN THE SAME CELL AS VERTICAL

REINFORCEMENT.

HOOK TYPICAL HORIZONTAL REINFORCEMENT WITH STANDARD 180° HOOK

AROUND VERTICAL REINFORCEMENT AT EDGE OF OPENING AND WALL ENDS.

SEE NOT 9, TYP

2 TYP HORIZ BARS @

TOP OF WALL AND @ ALL

ROOF AND FLOOR LEVELS

72 BAR DIA

LAP, TYP

SEE NOTE 2

CMU OPENING

REINF SEE

DET

48 BAR DIA

LAP SEE NOTE 2

HORIZ BAR IN

FIRST COURSE

WALL PIER OR COLUMN,

SEE NOTE 7

SEE

NOTE 8

DOWELS,

SEE NOTE 4

NO

TE

SE

E

TOP OF

CONC

TYP VERT

REINF

TYP HORIZ

REINF

/C1 S-510 /D1 S-511

/D1 S-511

/C1 S-510

CMU OPENING REINFORCEMENT SCHEDULE

8" WALLS

W

≤2'-8"

≤2'-8"≤4'-0"

≥4'-0"≤6'-0"

≥6'-0"≤20'-0"

LINTEL

DEPTH

8"

16"

24"

32"

#3@8"

#3@16"

STIRRUP

SIZE, SPG

"A"

BARS

"B"

BARS

"C"

BARS

8"

JAMB

WIDTH

2 1 1 8"

2 3 24"

2 16"

1.

2.

3.

4.

5.

NOTES:

USE BAR QUANTITIES AND SIZES GIVEN IN LINTEL SCHEDULE UNLESS

OTHERWISE NOTED ON THE DRAWINGS.

EXTEND "C" BAR 48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0" BEYOND

TOP AND BOTTOM OF OPENING EXCEPT THAT WHEN "H" OR "W" EXCEED

2'-0", "C" BARS SHALL EXTEND FULL HEIGHT.

"A" AND "B" BARS SHALL EXTEND 48 BAR DIAMETERS, BUT NOT LESS

THAN 2'-0" EACH SIDE OF THE OPENINGS. WHERE THERE IS LESS THAN

8'-0" BETWEEN ADJACENT OPENINGS EXTEND REINFORCEMENT

CONTINUOUS TO 2'-8" BEYOND FURTHEST OPENING.

FOR BAR SIZES, MATCH TYPICAL WALL REINFORCEMENT AS SHOWN ON

THE BUILDING WALL SECTIONS.

FOR LINTEL DEPTHS EQUAL TO OR GREATER THAN 48" PROVIDE

ADDITIONAL LAYER OF HORIZONTAL REINFORCEMENT AT 12" FROM

BOTTOM OF LINTEL. MATCH SIZE OF TYPICAL WALL HORIZONTAL

REINFORCEMENT.D

C

B

A

1 2 3 4 5 6

JA

C

O

BS

3.

A

LL

R

IG

H

TS

R

ES

ER

VE

D c

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

VERIFY SCALE

DATE

PROJ

DWG

D

SG

N D

R C

H K

AP

VD

AP

VD

BY

R

EV

IS

IO

N

D

AT

E N

O

FILENAME: PLOT DATE/TIME:

N E

C

IR

C

LE

B O

U

LE

VA

R

D , S

U

IT

E

C

O R

VA

LL

IS

, O

R

EG

O N

TE

LE

1)

-3

(5

) 7

-0

AD

D

/A

LT

ER

B

C O

M M

U N

IC

AT

IO

N

S

AN

G

P R

O

JE

C T

N O

. K

JA

Q

O R

EG

O

N A

IR

N

AT

IO

N

AL

G U

AR

D

KI

N

G

SL

EY

F

IE

LD

A N

G B

AS

E, O R

As indicated

Autodesk Docs://US OR_FA877009_OR Air National Guard_Add-Alter B210 Communications/FA877009_B210_STRU_R2023.rvt 1/15/2025 4:36:58 PM

TY

PE

B -2

P R

E

FI

N

AL

SEPTEMBER 2024

FA877010

S-511

K.

P

EA

R

SO

N

T.

S

TI

M

PS

O

N J.

M

AL

IK

D

. P

EA

R

SO

N

TY

PI

C

AL

M

AS

O N

R Y

D

ET

AI

LS

ST

R

U C

TU

R

AL

SCALE N.T.S.B1 METAL DECK TO CMU WALL

SCALE N.T.S.B3 CMU WALL PIER

SCALE N.T.S.D1 MASONRY WALL OPENING

SCALE N.T.S.B5 SPECIAL REINFORCED MASONRY SHEARWALL

SCALE N.T.S.D5 CMU OPENING REINFORCEMNT SCHEDULE AND NOTES

/1 7/

AM

M

EN

D M

EN

T

- U

PD

AT

ED

F

O R

B

ID

IN

Q

U

IR

IE

S

D .P

K.

P.

T O P C H O R D

T R U S S D

IA

G O N A L , T Y P

B O T T O M C H O R D

SPAN = SPAN 1 IF NO INTERIOR BEARING POINT

P L A N N O R T H O R E A S T

S U P P O R T C L P L A N S O U T H O R W E S T

S U P P O R T C L

D E

P

TH

N B

E A

R

IN

G

R U N "H 2 "

R IS E "V 2 "

T R U S S S C H E D U L E

T R U S S M A R K

O V E R A L L S P A N

T R U S S S E G M E N T S (S ) B E A R IN G D E P T H (N ) T O P

C H O R D S

B O T T O M C H O R D S

V E R T S D IA G O N A L S

C O N N

P L A T E S

B O L T S P E R M E M B E R P E R

C O N N E C T IO N

N O T E S

T -1 4 1 '-8 3 /4 " 4 2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4 3 /8 P L 3 N O N E

T -2 4 1 '-8 3 /4 " 4 3 /8 P L 3 N O N E

T -3 3 8 '-8 " 5 3 /8 P L 3 N O N E

T -4 4 7 '-5 1 /4 " 5 3 /8 P L 3 N O N E

T -5 3 8 '-8 " 4 3 /8 P L 3 N O N E

N O T E S :

1 . A L L B O L T S S H A L L B E S P A C E D A T 3 " O C .

2 . A L L C O N N E C T IO N P L A T E S S H A L L B E D E T A IL E D T O P R O V ID E 1 1 /2 " M IN IM U M E D G E A N D E N D D IS T A N C E S .

T R

U S

S V

E R

T

T Y

P

S -5 2 2

B 1

S -5 2 2

C 5

S -5 2 2

D 6

S -5 2 2

C 5

S -5 2 2

D 5

S -5 2 2

D 6

S -5 2 2

C 5

S IM

S IM

S IM

T -6 3 1 '-1 1 3 /8 " 3 3 /8 P L 3 N O N E

T -7 1 8 '-1 1 1 /2 " N /A 3 /8 P L 3 N O N E

T -8 4 4 '-9 3 /4 " 3 /8 P L 3 N O N E

T -9 3 /8 P L 3 N O N E

T -1 0 3 8 '-1 3 /4 " 3 /8 P L 3 N O N E

T -1 1 4 4 '-9 3 /4 " 3 /8 P L 3 N O N E

R U N "H 1 "

R IS E "V 1 "

S P A N 2

R ID G E

L O C A T IO N

S L O P E 1 S L O P E 2

D E

P

TH

N B

E A

R

IN

G

A

B E A R IN G

P O IN T A

B E A R IN G

P O IN T C

O R C A N T IL E V E R

B E A R IN G

P O IN T B

EQUALLY SPACE PANEL POINTS UNO

SPAN 1 "S "

EQUALLY SPACE PANEL POINTS UNO

SPAN 2 "S "

RIDGE LOCATION

B E

A R

IN

G

D

E P

T H

N B

C

S A S B S C N A N B N C

2 '-0 3 /4 "

3 '-1 1 /8 "

0 '-1 "

X

X

X

X

0 '-5 1 /8 "

1 '-2 1 /8 "

1 '-9 3 /8 "

N /A

N /A

H 1 V 1

1 2 3

H 2 V 2

1 2 3

S P A N 1

4 4 '-9 3 /4 "

1 3 '-1 5 /8 "

2 1 '-1 0 7 /8 "

1 3 '-1 5 /8 "

1 9 '-3

1 9 '-3 "

1 6 '-2 "

1 6 '-2 "

1 2 '-9 3 /4 "

1 9 '-3 "

1 9 -3 "

3 '-0 5 /8 " 1 '-2 1 /8 "

1 2 3 1 2 3

1 2 3 1 2 3

- - 1 2 3

- - 1 2 3

1 2 1 2 3

1 2 1 2

1 2 1 2

1 2 1 2

1 2 1 2

1 2 1 2

T -1 2 4 7 '-5 1 /4 " 3 /8 P L 3 N O N E3 '-1 1 /8 "5 N /A3 8 '-8 " 8 '-9 1 /4 " 1 3 '-1 5 /8 " 1 2 1 2 34 1 /8

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /4

2 L 5 x 3 x 3 /8 2 L 5 x 3 x 3 /8 2 L 3 x 3 x 1 /4 2 L 3 x 3 x 1 /44 1 /8

4 1 /8

4 1 /8

4 1 /8

4 1 /8

4 1 /8

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

N /A

1 1

2 '-0 3 /4 " 1 '-2 1 /8 "

1 '-2 1 /8 "

1 '-2 1 /8 "

1 '-2 1 /8 "

1 '-2 1 /8 "

1 '-2 1 /8 "

1 '-2 1 /8 "

1 '-2 1 /8 "0 '-5 1 /8 "

N /A 1 '-2 1 /8 "

B E

A R

IN

G

D E

P

TH

N

B E A M C L

S T E E L S U P P O R T

C M U S U P P O R T

W A L L C L

B E

A R

IN

G

D E

P

TH

N

1 /4

1 /4

T O P C H O R D , S E E S C H E D U L E

C O N N E C T IO N P L A T E A N D

B O L T S , S E E S C H E D U L E .

B O T T O M C H O R D , S E E

S C H E D U L E . C L IP IF

R E Q U IR E D T O P R O IV D E 1 /2 "

C L E A R A N C E B E T W E E N T O P A N D B O T T O M C H O R D S

B O L T S A T B E A M A N D B O T T O M C H O R D G A G E S , 4 B O L T S T O T A L

P A R T IA L D E P T H

S T IF F E N E R P L , E A C H S ID E

S T E E L B E A M

T O P C H O R D , S E E S C H E D U L E

C O N N E C T IO N P L A T E A N D

B O L T S , S E E S C H E D U L E .

B O T T O M C H O R D , S E E

S C H E D U L E . C L IP IF R E Q U IR E D

T O P R O IV D E 1 /2 " C L E A R A N C E

B E T W E E N T O P A N D B O T T O M C H O R D S

1 /2 F B x 6 " x 1 '-0 " W / 3 /4 " D IA x 6 " H .A .S . @ 8 "

C M U W A L L

B ID O P T IO N 2 : B O T T O M C H O R D

E X T E N S IO N A T T R U S S T 1 2

T R U S S V E R T , S E E S C H E D U L E .

W A L L C L

TYP

1/2"

T Y

P

/2

C O N N E C T IO N

P L A T E A N D B O L T S , S E E S C H E D U L E

B O T T O M C H O R D , S E E S C H E D U L E

TYP

1/2"

T Y

P

/2

T R U S S V E R T , S E E S C H E D U L E

C O N N E C T IO N P L A T E

A N D B O L T S , S E E S C H E D U L E

T R U S S D IA G O N A L S ,

S E E S C H E D U L E

B O T T O M C H O R D , S E E S C H E D U L E .

E D G E O F C O N N E C T IO N

P L A T E W H E R E N O D IA G O N A L

O C C U R S T H IS S ID E

TYP

1/2"

T Y

P

/2

T O P C H O R D , S E E S C H E D U L E

C O N N E C T IO N

P L A T E A N D B O L T S , S E E S C H E D U L E

T R U S S V E R T , S E E S C H E D U L E

T R U S S S U P P O R T @ E X IS T IN G W A L L

W A L L C L

B E

A R

IN

G

D E

P

TH

N

1 /4

1 /4

T O P C H O R D , S E E S C H E D U L E

C O N N E C T IO N P L A T E A N D

B O L T S , S E E S C H E D U L E .

B O T T O M C H O R D , S E E

S C H E D U L E . C L IP IF R E Q U IR E D

T O P R O IV D E 1 /2 " C L E A R A N C E

B E T W E E N T O P A N D B O T T O M C H O R D S

P L 1 x 6 x 1 '-2 " L O N G B E A R IN G P L A T E W / (2 ) 3 /4 "ø P O S T -IN S T A L L E D A N C H O R

B O L T S @ 1 0 " S P A C IN G

E X IS T IN G 8 " C M U W A L L

B ID O P T IO N 2 : B O T T O M C H O R D

E X T E N S IO N A T T R U S S T 1 2

E X IS T IN G 8 " C O N C S L A B

T R U S S S U P P O R T @ E X IS T IN G M E T A L S T U D W A L L

W A L L C L

B E

A R

IN

G

D E

P

TH

N

1 /4

1 /4

T O P C H O R D , S E E S C H E D U L E

C O N N E C T IO N P L A T E A N D

B O L T S , S E E S C H E D U L E .

B O T T O M C H O R D , S E E S C H E D U L E .

C L IP IF R E Q U IR E D T O P R O IV D E 1 /2 "

C L E A R A N C E B E T W E E N T O P A N D B O T T O M C H O R D S

P L 1 x 6 x 1 '-2 " L O N G B E A R IN G P L A T E W /

(6 ) # 6 S C R E W S T O T H E E X IS T IN G

D E C K

E X IS T IN G 6 " M E T A L S T U D

W A L L W / D O U B L E S T U D S A T R O O F S U P P O R T M E M B E R S

P E R A S -B U IL T D R A W IN G

2 /A -8 .1 D A T E D 2 0 0 6 .

C O N T R A C T O R T O V E R IF Y

L O C A T E T R U S S D IR E C T L Y

A B O V E E X IS T IN G D O U B L E S T U D

B O T T O M C H O R D E X T E N S IO N A T

T R U S S T 1 0 . B ID O P T IO N 2 : B O T T O M

C H O R D E X T E N S IO N A T T R U S S T 3

E X IS T IN G J O IS T

E X IS T IN G

D E C K

D

C

B

A

1 2 3 4 5 6

J A

C O

B S

A

L L

R

IG

H T

S R

E S

E R

V E

D c

B A R IS O N E IN C H O N

O R IG IN A L D R A W IN G .

1 "0

V E R IF Y S C A L E

D A T E

P R O J

D W G

D S

G N

D R

C H

K A

P V

D

A P

V D

B Y

R E

V

IS

IO

N

D A

T E

N O

F IL E N A M E : P L O T D A T E /T IM E :

N E

C

IR

C L

E B

O U

L E

V A

R D

S

U

IT

E

C O

R V

A L

L

IS

O

R E

G O

N

T E

L E

(5

-3

F

X

(5

-0

A D

D /A

L T

E R

B

C O

M M

U N

IC

A

T

IO

N S

A N

G P

R O

J E

C T

N O

K

J A

Q

O R

E G

O N

A

IR

N A

T

IO

N A

L G

U A

R D

K

IN

G S

L E

Y F

IE

L

D A

N G

B A

S E

O

R

A s in d ic a te d

Autodesk Docs://US OR_FA877009_OR Air National Guard_Add-Alter B210 Communications/FA877009_B210_STRU_R2023.rvt 1/16/2025 12:23:37 PM

T Y

P E

B -2

P R

E F

IN

A

L

S E P T E M B E R 2 0 2 4

F A 8 7 7 0 1 0

S -5 2 2

K

P E

A R

S O

N T

S

T

IM

P S

O N

J

M A

L

IK

D

P E

A R

S O

N

T Y

P

IC

A L

S T

E E

L D

E T

A

IL

S

S T

R U

C T

U R

A L

S C A L E N .T .S .

D 1

D O U B L E A N G L E S T…