07 81 00 - 1.2 Applied Fireproofing Shop Drawings_FE_ARG_SRG.pdf
PDF 7 MB Posted
- Attached to
- SPECIAL INSPECTIONS AND TESTING
- Solicitation number
- S-15600-00007856
- Issued by
- Marion County, Oregon
About this file
This document is a shop drawing for spray-applied fireproofing for the CAMS Phase 3 Capitol Accessibility Maintenance & Safety project in Salem, Oregon. The drawings were prepared by Norkote, Inc. using GCP Z-106HY material and detail the fireproofing thicknesses for various primary and secondary structural steel members, collectors, ledgers, and other miscellaneous steel components throughout the project. The submittal includes multiple revised drawings with notations from the Structural Engineer of Record (SRG Partnership Inc.) and the State of Oregon regarding the primary versus secondary designation of certain members and required fireproofing ratings. The final drawings indicate the specific hourly fireproofing ratings for the different steel elements, with the majority of primary beams and columns requiring a 3-hour rating.
The related state and local contract opportunity is for Special Inspections and Testing services to be performed during the construction of the CAMS Phase 3 project in Salem, Oregon, which includes Marion County and the City of Salem. The scope of work includes field verification that the construction is being performed in accordance with the plans, specifications, and applicable codes and standards. Inspectors must be highly qualified in their areas of expertise and assigned only to projects matching their qualifications.
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Text version
Hoffman Construction Co Of Oregon 805 SW Broadway, Ste 2100 Portland, Oregon 97205 Phone: (503) 221-8811
Project: 5780021 - Salem Capitol CAMS III 900 Court Street
Salem, Oregon 97301
07_81_00- Applied Fireproofing Shop Drawings SPEC SECTION: 07 81 00 - Applied Fireproofing SUBMITTAL MANAGER: Caitlin Hawke (Hoffman Construction Co
Of Oregon)
STATUS: Open DATE CREATED: 08/25/2023
ISSUE DATE: 08/25/2023 REVISION: 2
RESPONSIBLE
CONTRACTOR:
Interior Exterior Specialists LLC RECEIVED FROM:
RECEIVED DATE: 08/24/2023 SUBMIT BY: 08/25/2023
FINAL DUE DATE: 09/8/2023 LOCATION:
TYPE: Shop Drawing
APPROVERS: Caitlin Hawke (Hoffman Construction Co Of Oregon), Kristopher Chan (SRG Partnership Inc.), Gary Danielson (SRG Partnership Inc.), Cameron Haerer (State Of Oregon), Dave Hartsfield (State Of Oregon), Rachel Lozeau (SRG Partnership Inc.), Tim Thor (SRG Partnership Inc.), Caitlin Hawke (Hoffman Construction Co Of Oregon)
SUBCONTRACTOR SUBMITTAL #:
PRIORITY:
BALL IN COURT:
Kristopher Chan (SRG Partnership Inc.), Gary Danielson (SRG Partnership Inc.), Cameron Haerer (State Of Oregon), Dave Hartsfield (State Of Oregon), Rachel Lozeau (SRG Partnership Inc.), Tim Thor (SRG Partnership Inc.)
DISTRIBUTION:
Aaron Jones (Hoffman Construction Co Of America) , Timothy Cohalan (Hoffman Construction Co Of Oregon) , Tim Thor (SRG Partnership Inc.) , Rachel Lozeau (SRG Partnership Inc.) , Kristopher Chan (SRG Partnership Inc.) , Gary Danielson (SRG Partnership Inc.) , Dave Hartsfield (State Of Oregon) , Cameron Haerer (State Of Oregon)
DESCRIPTION:
ATTACHMENTS:
07_81_00- Applied Fireproofing Shop Drawings_HCC Reviewed.pdf
SUBMITTAL WORKFLOW
NAME SUBMITTER/
APPROVER SENT DATE DUE DATE RETURNED
DATE RESPONSE ATTACHMENTS COMMENTS
Caitlin Hawke Approver 8/25/2023 8/25/2023 Reviewed
07_81_00- Applied Fireproofing Shop Drawings_HCC Reviewed.pdf
Kristopher Chan Approver 8/25/2023 9/8/2023 Pending
Gary Danielson Approver 8/25/2023 9/8/2023 Pending
Cameron Haerer Approver 8/25/2023 9/8/2023 Pending
Dave Hartsfield Approver 8/25/2023 9/8/2023 Pending
Rachel Lozeau Approver 8/25/2023 9/8/2023 Pending
Tim Thor Approver 8/25/2023 9/8/2023 Pending
Caitlin Hawke Approver 9/8/2023 Pending
Hoffman Construction Co Of Oregon Page 1 of 2 Printed On: 08/25/2023 04 :11 PM
Submittal #07 81 00-1.2 07 81 00 - Applied
Fireproofing
Received
08/25/2023
SRG
https://app.procore.com/1894243/project/submittal_logs/document_downloader?attachment_id=4203784064&item_id=48817726&item_type=SubmittalLog&project_id=1894243&source=coversheet https://app.procore.com/1894243/project/submittal_logs/48817726/submittal_log_approvers/document_downloader?attachment_id=4203790202&item_id=109248409&item_type=SubmittalLogApprover&project_id=1894243&source=coversheet https://app.procore.com/1894243/project/submittal_logs/48817726/submittal_log_approvers/document_downloader?attachment_id=4203790202&item_id=109248409&item_type=SubmittalLogApprover&project_id=1894243&source=coversheet https://app.procore.com/1894243/project/submittal_logs/48817726/submittal_log_approvers/document_downloader?attachment_id=4203790202&item_id=109248409&item_type=SubmittalLogApprover&project_id=1894243&source=coversheet https://app.procore.com/1894243/project/submittal_logs/48817726/submittal_log_approvers/document_downloader?attachment_id=4203790202&item_id=109248409&item_type=SubmittalLogApprover&project_id=1894243&source=coversheet
BY DATE COPIES TO
Hoffman Construction Co Of Oregon Page 2 of 2 Printed On: 08/25/2023 04:11 PM
Fireproofing
KChan 9/11/2023
For future submittals, do not reduce the quality of the structural background.
CHECKING IS FOR GENERAL CONFORMANCE WITH
DESIGN CONCEPTS AND COMPLIANCE WITH
CONTRACT DOCUMENT INFORMATION.
CORRECTIONS OR COMMENTS MADE DO NOT
RELIEVE CONTRACTOR FROM COMPLYING WITH
CONTRACT REQUIREMENTS.
CONTRACTOR IS RESPONSIBLE FOR: CONFIRMED,
CORRELATED SITE DIMENSIONS, FABRICATION
PROCESSES, TECHNIQUES OF CONSTRUCTION
AND COORDINATION OF THE WORK WITH ALL
OTHER TRADES.
BY: DATE:
SRG PARTNERSHIP INC.
architecture | planning | interiors
REVISE AND RESUBMIT
MAKE CORRECTIONS NOTED
NO EXCEPTIONS TAKEN
REJECTED
NOT REVIEWED - FOR RECORD ONLY
Hoffman Construction Co Of Oregon 805 SW Broadway, Ste 2100 Portland, Oregon 97205 Phone: (503) 221-8811
Project: 5780021 - Salem Capitol CAMS III 900 Court Street
Salem, Oregon 97301
07_81_00- Applied Fireproofing Shop Drawings SPEC SECTION: 07 81 00 - Applied Fireproofing SUBMITTAL MANAGER: Caitlin Hawke (Hoffman Construction Co
Of Oregon)
STATUS: Open DATE CREATED: 08/25/2023
ISSUE DATE: 08/25/2023 REVISION: 2
RESPONSIBLE
CONTRACTOR:
Interior Exterior Specialists LLC RECEIVED FROM:
RECEIVED DATE: 08/24/2023 SUBMIT BY: 08/25/2023
FINAL DUE DATE: 09/8/2023 LOCATION:
TYPE: Shop Drawing
APPROVERS: Caitlin Hawke (Hoffman Construction Co Of Oregon), Kristopher Chan (SRG Partnership Inc.), Gary Danielson (SRG Partnership Inc.), Cameron Haerer (State Of Oregon), Dave Hartsfield (State Of Oregon), Rachel Lozeau (SRG Partnership Inc.), Tim Thor (SRG Partnership Inc.), Caitlin Hawke (Hoffman Construction Co Of Oregon)
SUBCONTRACTOR SUBMITTAL #:
PRIORITY:
BALL IN COURT:
Caitlin Hawke (Hoffman Construction Co Of Oregon)
DISTRIBUTION:
Aaron Jones (Hoffman Construction Co Of America) , Timothy Cohalan (Hoffman Construction Co Of Oregon) , Tim Thor (SRG Partnership Inc.) , Rachel Lozeau (SRG Partnership Inc.) , Kristopher Chan (SRG Partnership Inc.) , Gary Danielson (SRG Partnership Inc.) , Dave Hartsfield (State Of Oregon) , Cameron Haerer (State Of Oregon)
DESCRIPTION:
ATTACHMENTS:
SUBMITTAL WORKFLOW
NAME SUBMITTER/
APPROVER SENT DATE DUE DATE RETURNED
DATE RESPONSE ATTACHMENTS COMMENTS
Caitlin Hawke Approver 8/25/2023 Pending
Kristopher Chan Approver 9/8/2023 Pending
Gary Danielson Approver 9/8/2023 Pending
Cameron Haerer Approver 9/8/2023 Pending
Dave Hartsfield Approver 9/8/2023 Pending
Rachel Lozeau Approver 9/8/2023 Pending
Tim Thor Approver 9/8/2023 Pending
Caitlin Hawke Approver 9/8/2023 Pending
BY DATE COPIES TO
Hoffman Construction Co Of Oregon Page 1 of 1 Printed On: 08/25/2023 12:31 PM
Fireproofing
Date Submittal #
Reviewed By
HOFFMAN CONSTRUCTION COMPANY
This submittal has been reviewed for general conformance with the contract documents. Contractor's review does not relieve the Vendor/Subcontractor of responsibility for compliance with all requirements of the contract, including completeness and accuracy of this submittal.
07_81_00-1.208/25/2023 hawkec
THIS SUBMITTAL CONCERNS ITEMS NOT DESIGNED BY
FORELL | ELSESSER (F|E).
REVIEW IS LIMITED TO ASSESSING, WHERE REQUIRED BY
THE CONTRACT DOCUMENTS, THE STRUCTURAL EFFECT
OF THE LOADS IMPOSED BY THE REVIEWED ITEM ON THE
STRUCTURAL SYSTEM DESIGNED BY F|E, AND/OR
CONFIRMING, BASED SOLELY ON THE REPRESENTATIONS
BY THE CONTRACTOR, ITS SUBCONTRACTORS OR
VENDORS OR THEIR ENGINEER ("CONTRACTOR"), THAT THE
ITEM REVIEWED CONFORMS WITH ANY APPLICABLE
PERFORMANCE CRITERIA ESTABLISHED BY F|E IN THE
CONTRACT DOCUMENTS AND/OR ANY APPLICABLE
PARAMETERS ESTABLISHED BY F|E IN THE CONTRACT
DOCUMENTS. SUCH REVIEW DOES NOT CONSTITUTE AN
INDEPENDENT CONFIRMATION BY F|E THAT SUCH
REPRESENTATIONS BY THE CONTRACTOR ARE ACCURATE.
THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR
COMPLIANCE WITH THE REQUIREMENTS OF THE
CONTRACT DOCUMENTS INCLUDING ANY PERFORMANCE
CRITERIA AND/OR PARAMETERS.
DELEGATED DESIGN SUBMITTAL REVIEW
REJECTED,
RESUBMIT
REVISE AS NOTED
AND RESUBMIT
FINAL REVIEW,
REVISE AS NOTED
FINAL REVIEW, NO
EXCEPTION TAKEN
By:
Date:
FORELL | ELSESSER
STRUCTURAL ENGINEERS
160 Pine St, San Francisco, CA 94111 P (415) 837-0700 W forell.com
X
Mike.DeRubeis
09/07/2023
Scope of FE review limited to input on primary vs secondary member designation.
LETTER OF TRANSMITTAL
2330 106th Street SW Everett, WA 98204 Phone (425) 212.3813 Date sent: GC Job Number:
Fax (425) 212.3816 08/24/23 2303029
REVISION
To: Interior Exterior Specialists 078100 Applied Fireproofing submittal
3522 Crooked Finger Rd NE Scotts Mills, OR 97375 Phone: 425 212.3813
Attention: Kristin Martin Fax: 425 212.3816 Re: CAMS Phase III
# of Page Spec
Copies Number Reference
1 Ea. Fireproofing Shop Drawing - revised 8/21/23 Includes changes per Review and ASI 028 drawings
Remarks:
Please return an approved copy for our records We cannot mobilize for work till our submittals have been approved.
Thank you, Kyle Frawley Project Engineer
Description:
S ec tio n:
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SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023 see detail A2 see detail C5 see detail B2 & C2 see detail B5 see detail B5 see detail D6 see detail C6 see detail C5
FE: BEAMS IN THIS AREA
ARE PRIMARY.
FE: BEAMS SHALL BE
CONSIDERED PRIMARY.
FE RECOMMEND THE
L-ANGLES TO BE
CONSIDEREDS PRIMARY
IN THIS APPLICATION
SINCE THEY SUPPORT
THE SLAB AND OTHER
FLOOR ASSEMBLY
BEAMS
Page: ASI 20 rvsd 1 A - RVSD 8/22 Calcs Z106 - Floor
Legend Description Test Hours Thickness
W 24 X 94 - PRIMARY BEAM N779 NW MK6 3.00 1"
W 16 X 31 - PRIMARY BEAM N779 NW MK6 3.00 1-7/16"
W 16 X 67 - PRIMARY BEAM N779 NW MK6 3.00 1-1/16"
W 27 X 114 - PRIMARY BEAM N779 NW MK6 3.00 15/16"
W 10 X 30 - SECONDARY BEAM N779 NW MK6 2.00 15/16"
W 12 X 19 - SECONDARY BEAM N779 NW MK6 2.00 1-1/8"
W 12 X 22 - SECONDARY BEAM N779 NW MK6 2.00 1-1/16"
W 12 X 30 - SECONDARY BEAM N779 NW MK6 2.00 1"
W 16 X 31 - SECONDARY BEAM N779 NW MK6 2.00 1"
W 16 X 67 - SECONDARY BEAM N779 NW MK6 2.00 3/4"
W 24 X 94 - SECONDARY BEAM N779 NW MK6 2.00 11/16"
W 24 X 55 - SECONDARY BEAM N779 NW MK6 2.00 7/8"
L 4 X 4 X 3/8 X854 2.00 1-1/2"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
L 4 X 4 X 1/4 X854 2.00 1-7/8"
W 10 X 30 - COLUMN X854 3.00 2"
1/2" plate at corner posts = W.D. 1.571 (3 hr) X854 1-1/8"
MC 6 X 18 - Collector Box - (2 hr) X854 2.00 1-3/8"
MC 12 X 31 or MC 10 x 22 (2 hr) - use worst case, thickest coating
X854 2.00 1-3/8"
N-S Collector Plate 5/8" = 1.926 W.D. (2 hr) X854 2.00 11/16"
E-W Parallel Collector Plate 3/4" = 2.269 W.D. (2 hr) X854 2.00 5/8"
3/8" Bent plate & Stiffeners = 1.201 W.D. (2 hr) X854 2.00 13/16"
3/8" Bent plates at Concrete beam = 1.201 W.D. (2 hr) X854 2.00 13/16"
3/8" Plates @ 4' O.C, at wall = 1.201 W.D. (2 hr) X854 2.00 13/16"
3/4" plate under concrete beams = W.D. 2.269 (2 hr) X854 2.00 5/8"
3/4" plate reinforcing concrete stairs = W.D. 2.269 (2 hr) X854 2.00 5/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/23/2023 12:37:04 PM
Report Name:
Print Date:
Bid:
10:45 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
3.00 tio n:
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Page 3 of 41 SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023 see detail B1 & C1 see detail C3 see detail C2 see detail C4 page 23 see detail B4 see detail E6 see detail A2 see detail D3 page 33see detail C4
FE: BEAMS IN THIS AREA
ARE PRIMARY
FE: BEAMS SHALL BE
CONSIDERED PRIMARY.
FE RECOMMENDS THE
L-ANGLES TO BE
CONSIDERED PRIMARY IN
THIS APPLICATION SINCE
THEY SUPPORT THE SLAB
AND OTHER FLOOR
ASSEMBLY BEAMS
FE: MISSING ANGLE
LEDGER
Page: Revised LVL 1B - RVSD 8/22 Calcs Z106 - Floor
W 16 X 31 - PRIMARY BEAM N779 NW MK6 3.00 1-7/16"
W 16 X 67 - PRIMARY BEAM N779 NW MK6 3.00 1-1/16"
W 24 X 94 - PRIMARY BEAM N779 NW MK6 3.00 1"
W 27 X 114 - PRIMARY BEAM N779 NW MK6 3.00 15/16"
W 10 X 30 - SECONDARY BEAM N779 NW MK6 2.00 15/16"
W 12 X 19 - SECONDARY BEAM N779 NW MK6 2.00 1-1/8"
W 12 X 22 - SECONDARY BEAM N779 NW MK6 2.00 1-1/16"
W 12 X 30 - SECONDARY BEAM N779 NW MK6 2.00 1"
W 16 X 31 - SECONDARY BEAM N779 NW MK6 2.00 1"
W 16 X 67 - SECONDARY BEAM N779 NW MK6 2.00 3/4"
W 24 X 55 - SECONDARY BEAM N779 NW MK6 2.00 7/8"
W 24 X 94 - SECONDARY BEAM N779 NW MK6 2.00 11/16"
L 4 X 4 X 1/4 X854 2.00 1-7/8"
L 4 X 4 X 3/8 X854 2.00 1-1/2"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
W 10 X 30 - COLUMN X854 3.00 2"
MC 6 X 18 COLLECTOR (2 hr) N779 NW MK6 1-3/8"
MC 10 x 22 Collector (2 hr) X854 2.00 1-3/8"
N-S Collector Plate 5/8" = 1.926 W.D. (2 hr) X854 2.00 11/16"
E-W Parallel Collector 3/4" = 2.269 W.D. (2 hr) X854 2.00 5/8"
3/4" plate reinforcing concrete stairs = W.D. 2.269 (2 hr) X854 2.00 5/8"
3/8" Bent plate & Stiffeners = 1.201 W.D. (2 hr) X854 2.00 13/16"
1/2" plate at corner posts = W.D. 1.571 (3 hr) X854 1-1/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/23/2023 12:49:28 PM
Report Name:
Print Date:
Bid:
10:45 am, Aug 22, 2023
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
2.00 tio n:
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Page 5 of 41 SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023 see detail A5 see detail C4
WT6
see page 41
FE RECOMMENDS THE
L-ANGLES TO BE
CONSIDERED PRIMARY IN
THIS APPLICATION SINCE
THEY ARE THE ONLY
VERTICAL SUPPORT FOR
THE SLAB.
TYP. ALL LEVELS WHERE
THIS OCCURS
Page: ASI 20 2 A - RVSD 8/22 Calcs Z106 - Floor
W 8 X 10 - SECONDARY BEAM N779 NW MK6 2.00 1-5/16"
W 8 X 28 - PRIMARY BEAM N779 NW MK6 3.00 1-1/4"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
WT 6 X 32.5 - FULL COVR X854 2.00 1-1/16"
HSS 8 X 4 X 3/8 - Corner post Y710 3.00 1-13/16"
HSS 12 X 4 X 3/8 - CORNER POST Y710 3.00 1-13/16"
1/2" plate at corner posts = W.D. 1.571 (3 hr) X854 1-1/8"
MC 10 x 22 Collector (2 hr) X854 2.00 1-3/8"
COLLECTOR PLATE: 5/8" by 8" one sided = 1.926 W.D. (2 hr) X854 2.00 11/16"
N-S Collector Plate 5/8" = 1.926 W.D. (2 hr) X854 2.00 11/16"
COLLECTOR PLATE: 5/8" by 11' one sided = 1.926 W.D. (2 hr)
X854 2.00 11/16"
E-W Parallel Collector Plate 3/4" = 2.269 W.D. (2 hr) X854 2.00 5/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/22/2023 12:50:42 PM
Report Name:
Print Date:
Bid:
10:45 am, Aug 22, 2023
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
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Page 7 of 41 SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023 see detail C1see detail A2
WT6
page 29 page 37
FE RECOMMENDS THE
L-ANGLES TO BE
CONSIDERED PRIMARY IN
THIS APPLICATION SINCE
THEY ARE THE ONLY
VERTICAL SUPPORT FOR
THE SLAB.
TYP. ALL LEVELS WHERE
THIS OCCURS
Page: ASI 20 2 B - RVSD 8/22 Calcs Z106 - Floor
W 8 X 10 - SECONDARY BEAM N779 NW MK6 2.00 1-5/16"
W 12 X 26 - SECONDARY BEAM N779 NW MK6 2.00 1-1/16"
HSS 12 X 6 X 3/8 - SECONDARY BEAM (2 HR) Y710 1-3/16"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
MC 10 X 41.1 - MISC X854 2.00 7/8"
WT 6 X 32.5 - FULL COVR X854 2.00 1-1/16"
W 8 X 28 - COLLECTOR (2 HR) N779 NW MK6 2.00 7/8"
MC 10 x 22 Collector (2 hr) X854 2.00 1-3/8"
PLATE COLLECTOR: 5/8" by 8" one sided = 1.926 W.D. (2 hr) X854 2.00 11/16"
E-W Parallel Collector Plate 3/4" = 2.269 W.D. (2 hr) X854 2.00 5/8"
HSS 8 X 4 X 3/8 - Corner post Y710 3.00 1-13/16"
HSS 12 X 4 X 3/8 - CORNER POST Y710 3.00 1-13/16"
1/2" plate at corner posts = W.D. 1.571 (3 hr) X854 1-1/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/22/2023 1:11:32 PM
Report Name:
Print Date:
Bid:
10:45 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
3.00
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SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
see detail D4 see detail D4
WT6
Page: Level 3A - ASI 024 RVSD 8/22 Calcs Z106 - Floor
W 8 X 10 - SECONDARY BEAM N779 NW MK6 2.00 1-5/16"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
WT 6 X 32.5 - FULL COVR X854 2.00 1-1/16"
W 8 X 28 - COLLECTOR (2 HR) N779 NW MK6 2.00 7/8"
MC 6 X 18 COLLECTOR (2 HR) N779 NW MK6 1-1/2"
E-W Parallel Collector Plate 3/4" = 2.269 W.D. (2 HR) X854 2.00 5/8"
PLATE COLLECTOR: 5/8" by 8" one sided = 1.926 W.D. (2
HR)
X854 2.00 11/16"
HSS 12 X 4 X 3/8 - CORNER POST Y710 3.00 1-13/16"
HSS 8 X 4 X 3/8 - Corner post Y710 3.00 1-13/16"
1/2" plate at corner posts = W.D. 1.571 (3 HR) X854 1-1/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/22/2023 1:44:09 PM
Report Name:
Print Date:
Bid:
10:45 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
tio n:
S ec tio n
P ag e:
A S
I 0
R vs d Le ve l 3
B
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
:5
2:
P M
R ep o rt
N am e:
P ri n t
D at e:
B id see detail D1 see detail D4 WT6
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
Page: Level 3B - ASI 024 RVSD 8/22 Calcs Z106 - Floor
W 8 X 10 - SECONDARY BEAM N779 NW MK6 2.00 1-5/16"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
WT 6 X 32.5 - FULL COVR X854 2.00 1-1/16"
MC 6 X 18 COLLECTOR X854 2.00 1-3/8"
W 8 X 28 - COLLECTOR (2 HR) N779 NW MK6 2.00 7/8"
MC 10 x 22 Collector (2 HR) X854 2.00 1-3/8"
PLATE COLLECTOR: 5/8" by 8" one sided = 1.926 W.D. (2 hr) X854 2.00 11/16"
E-W Parallel Collector Plate 3/4" = 2.269 W.D. (2 HR) X854 2.00 5/8"
HSS 12 X 4 X 3/8 - CORNER POST Y710 3.00 1-13/16"
HSS 8 X 4 X 3/8 - Corner post Y710 3.00 1-13/16"
1/2" plate at corner posts = W.D. 1.571 (3 HR) X854 1-1/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/22/2023 3:09:48 PM
Report Name:
Print Date:
Bid:
10:45 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
(2 HR)
tio n:
S ec tio n
P ag e:
A S
I 0
R vs d Le ve l 4
A
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
:5
2:
P M
R ep o rt
N am e:
P ri n t
D at e:
B id
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023 see detail C4Ledgers are not supported by columns - by definition they are secondary members
Beam is not supported by column or part of a 3 hour wall
- by definition it is a secondary members
FE RECOMMENDS THE
L-ANGLES TO BE
CONSIDERED PRIMARY IN
THIS APPLICATION SINCE
THEY ARE THE ONLY
VERTICAL SUPPORT FOR
THE SLAB.
TYP. ALL LEVELS WHERE
THIS OCCURS
Revise to primary structure and 3 hr rating TYP. -SRG
Page: LVL 4A - RVSD 8/22 Calcs Z106 - Floor
W 8 X 10 - SECONDARY BEAM N779 NW MK6 2.00 1-5/16"
W 16 X 31 - PRIMARY BEAM N779 NW MK6 3.00 1-7/16"
W 14 X 43 - SECONDARY BEAM N779 NW MK6 2.00 7/8"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
HSS 10 X 8 X 5/16 - Primary Beam Y710 3.00 2-1/8"
W 8 X 28 - COLLECTOR (2 HR) N779 NW MK6 2.00 7/8"
MC 6 X 18 COLLECTOR (2 HR) X854 2.00 1-3/8"
MC 10 x 22 Collector (2 hr) X854 2.00 1-3/8"
PLATE COLLECTOR: 5/8" by 8" one sided = 1.926 W.D. (2
HR)
X854 2.00 11/16"
E-W Parallel Collector Plate 3/4" = 2.269 W.D. (2 hr) X854 2.00 5/8"
1/2" plate at corner posts = W.D. 1.571 (3 hr) X854 1-1/8"
HSS 12 X 4 X 3/8 - CORNER POST Y710 3.00 1-13/16"
HSS 8 X 4 X 3/8 - Corner post Y710 3.00 1-13/16"
HSS 12 X 6 X 5/16 - COLUMNS Y710 3.00 2-1/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/22/2023 3:18:44 PM
Report Name:
Print Date:
Bid:
10:45 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
(not connected to column)
(not connected to column) tio n:
S ec tio n
P ag e:
A S
I 0
R vs d Le ve l 4
B
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
:5
2:
P M
R ep o rt
N am e:
P ri n t
D at e:
B id
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023 see detail C4 Ledgers are not supported by columns - by definition they are secondary members
FE RECOMMENDS THE
L-ANGLES TO BE
CONSIDERED PRIMARY IN
THIS APPLICATION SINCE
THEY ARE THE ONLY
VERTICAL SUPPORT FOR
THE SLAB.
TYP. ALL LEVELS WHERE
THIS OCCURS
Page: LVL 4B - RVSD 8/22 Calcs Z106 - Floor
W 14 X 43 - PRIMARY BEAM N779 NW MK6 3.00 1-1/4"
W 14 X 74 - PRIMARY BEAM N779 NW MK6 3.00 15/16"
W 16 X 31 - PRIMARY BEAM N779 NW MK6 3.00 1-7/16"
HSS 10 X 8 X 5/16 PRIMARY BEAMS Y710 3.00 2-1/8"
W 8 X 10 - SECONDARY BEAM N779 NW MK6 2.00 1-5/16"
W 10 X 22 - SECONDARY BEAM N779 NW MK6 2.00 1-1/16"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
W 8 X 28 - COLLECTOR (2 HR) N779 NW MK6 2.00 7/8"
MC 6 X 18 - COLLECTOR X854 2.00 1-3/8"
MC 10 x 22 Collector (2 hr) X854 2.00 1-3/8"
PLATE COLLECTOR: 5/8" by 8" one sided = 1.926 W.D. (2 hr) X854 2.00 11/16"
Parallel Collector Plate 3/4" = 2.269 W.D. (2 hr) X854 2.00 5/8"
HSS 12 X 6 X 5/16 - COLUMNS Y710 3.00 2-1/8"
HSS 8 X 4 X 3/8 - Corner post Y710 3.00 1-13/16"
HSS 12 X 4 X 3/8 - CORNER POST Y710 3.00 1-13/16"
1/2" plate at corner posts = W.D. 1.571 (3 HR) X854 1-1/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/22/2023 3:23:03 PM
Report Name:
Print Date:
Bid:
10:45 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
(not connected to column)
(2 HR)
tio n:
S ec tio n
P ag e:
P en th ou se A
A
S I 0
R
V S
D
/2
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
9:
:2
A M
R ep o rt
N am e:
P ri n t
D at e:
B id
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023 see detail A4 see detail C1 & C2
If columns support roof structure
Ledgers are not supported by columns - by definition they are secondary members
Primary members per FE.
FE: THESE TWO COLLECTORS ARE NO
LONGER MC CHANNELS AND WILL NOT
REQUIRE ADDITIONAL FIRE
PROTECTION.
UPDATED DRAWINGS HAVE BEEN
ISSUED TO GC.
FE: STEEL PLATES
MOUNTED ON SHEAR WALL
SHALL BE CONSIDERED
SECONDARY MEMBERS
Confirm this is 3 hr. rating.
-SRG
Page: Penthouse A - ASI 024 RVSD 8/22 Calcs Z106 - Floor
W 12 X 40 - PRIMARY BEAM N779 NW MK6 3.00 1-1/4"
W 6 X 15 - PRIMARY BEAM N779 NW MK6 3.00 1-5/8"
W 8 X 10 - SECONDARY BEAM N779 NW MK6 2.00 1-5/16"
L 3 X 3 X 1/4 - (3 hr) X854 2.00 2-1/2"
L 5 X 3 X 1/4 - (3 hr) X854 2.00 2-1/2"
L 6 X 4 X 3/8 (not connected to columns) X854 2.00 1-1/2"
C 15 X 33.9 - Primary structure (3 hr) X854 2.00 2"
MC 10 x 22 Primary Structure (3 hr) X854 2.00 2-1/4"
W 8 X 28 - COLLECTOR (2 hr) N779 NW MK6 2.00 7/8"
MC 6 X 18 - Collector (2 hr) X854 2.00 1-3/8"
MC 10 X 41.1 Collector (2 hr) X854 2.00 7/8"
COLLECTOR PLATE: 5/8" by 8" one sided = 1.926 W.D. (2 hrs)
X854 2.00 11/16"
Parallel Collector Plate 3/4" = 2.269 W.D. (2 hr) X854 2.00 5/8"
HSS 12 X 4 X 3/8 - Corner Post Y710 3.00 1-13/16"
HSS 8 X 4 X 3/8 - Corner post Y710 3.00 1-13/16"
HSS 12 X 6 X 5/16 - COLUMNS Y710 3.00 2-1/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/24/2023 9:48:21 AM
Report Name:
Print Date:
Bid:
10:45 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
3.00
Primary structure is 3 hr.
- SRG
tio n:
S ec tio n
P ag e:
P en th ou se B
A
S I 0
R
V S
D
/2
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
9:
:2
A M
R ep o rt
N am e:
P ri n t
D at e:
B id
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023 see detail A4 see detail C1 & C2
If columns support roof structure
Ledgers are not supported by columns - by definition they are secondary members
Primary members per FE.
FE: THESE TWO
COLLECTORS ARE
NO LONGER MC
CHANNELS AND
WILL NOT REQUIRE
ADDITIONAL FIRE
PROTECTION.
UPDATED
DRAWINGS HAVE
BEEN ISSUED TO
GC.FE: STEEL PLATES
MOUNTED ON SHEAR WALL
SHALL BE CONSIDERED
SECONDARY MEMBERS
Confirm this is 3 hr. rating.
-SRG
Page: Penthouse B - ASI 024 RVSD 8/22 Calcs Z106 - Floor
W 12 X 40 - PRIMARY BEAM N779 NW MK6 3.00 1-1/4"
W 8 X 10 - SECONDARY BEAM N779 NW MK6 2.00 1-5/16"
W 10 X 22 - SECONDARY BEAM N779 NW MK6 2.00 1-1/16"
W 6 X 15 - PRIMARY BEAM N779 NW MK6 3.00 1-5/8"
L 3 X 3 X 1/4 - (3 hr) X854 2.00 2-1/2"
L 5 X 3 X 1/4 - (3 hr) X854 2.00 2-1/2"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
C 15 X 33.9 - Primary structure (3 hr) X854 2.00 2"
MC 10 x 22 Primary structure - (3 hr) X854 2.00 2-1/4"
MC 6 X 18 - MISC (2 hr) X854 2.00 1-3/8"
W 8 X 28 - Collector (2 hr) N779 NW MK6 2.00 7/8"
MC 10 X 41.1 Collector (2 hr) X854 2.00 7/8"
PLATE COLLECTOR: 5/8" by 8" one sided = 1.926 W.D. (2 hr) X854 2.00 11/16"
HSS 8 X 4 X 3/8 - Corner post Y710 3.00 1-13/16"
HSS 12 X 4 X 3/8 - Corner Post Y710 3.00 1-13/16"
HSS 12 X 6 X 5/16 - COLUMNS Y710 3.00 2-1/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/24/2023 9:48:24 AM
Report Name:
Print Date:
Bid:
10:45 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
Primary structure is 3 hr.
- SRG
Page 21 of 41 SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
Ledgers are not supported by columns - by definition they are secondary members
10:38 am, Aug 22, 2023
FE RECOMMENDS THE
L-ANGLES TO BE
CONSIDERED PRIMARY IN
THIS APPLICATION SINCE
THEY ARE THE ONLY
VERTICAL SUPPORT FOR
THE SLAB.
TYP. ALL LEVELS WHERE
THIS OCCURS
L 6 X 4 X 3/8 X854 2.00 1-1/2"
FLOOR DECK - NO FIREPROOFING D925 2.00 0"
GCP Z-106HY Thickness Schedule
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
(not in contact with column)
10:45 am, Aug 22, 2023 tio n:
S ec tio n
P ag e:
S
E le va to r S la b in fil ls R
V S
D
/2
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
:4
2:
A M
R ep o rt
N am e:
P ri n t
D at e:
B id
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023
Fireproofing not required at stair and landing support steel.
See note on ledger rating. - SRG
SRG: PROVIDE 1 HOUR FIREPROOFING ON
STEEL BEAM. THEY ARE PART OF UNDER
STAIR PARTITION / SOFFIT ASSEMBLY.
SRG: LIMITED SPACE IN IDF
ROOM. WE HAVE NOT
DETERMINED WHAT NEEDS
TO BE DONE TO PROVIDE
NECESSARY SPACE IN IDF.
PLEASE PROVIDE RFI FOR
DETAIL AT THE POST.
Page: S402 - Elevator Slab infills RVSD 8/22 Calcs Z106 - Floor
W 12 X 26 - PRIMARY BEAM N779 NW MK6 3.00 1-1/2"
W 12 X 40 - PRIMARY BEAM N779 NW MK6 3.00 1-1/4"
W 14 X 43 - PRIMARY BEAM N779 NW MK6 3.00 1-1/4"
W 18 X 55 - PRIMARY BEAM N779 NW MK6 3.00 1-3/16"
HSS 6 X 6 X 5/16 - PRIMARY BEAM Y710 3.00 2-5/16"
HSS 16 X 8 X 3/8 PRIMARY BEAM Y710 3.00 1-7/8"
W 12 X 26 - SECONDARY BEAM N779 NW MK6 2.00 1-1/16"
W 14 X 43 - SECONDARY BEAM N779 NW MK6 2.00 7/8"
HSS 10 X 6 X 3/8 - Beam & attached plate at Stringers (2 hr) Y710 1-15/16"
L 4 X 4 X 1/4 between beam & continuos plate at shaft @ 4' o.c. (2 hr)
X854 2.00 1-9/16"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
L 8 X 4 X 5/8 supporting beam at concrete column (3 hr) X854 1-5/8"
CONTINUOUS PLATE: 3/8" by 8" one sided = 1.201 W.D. (2 hr)
X854 2.00 1"
1/2" Continuous plate & L5x3x1/2 at slab edge = W.D. 1.571 (3 hr)
X854 1-1/8"
5/8" Continuous plate & L5x3x1/2 at slab edge = W.D. 1.926 (3 hr)
X854 1-1/8"
HSS 6 X 4 X 1/4 - Hanger Column Y710 3.00 2-7/8"
3/8" Bent plate under deck = 1.201 W.D. (2 hr) X854 2.00 13/16"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/24/2023 11:42:54 AM
Report Name:
Print Date:
Bid:
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
10:45 am, Aug 22, 2023
3.00
3.00
Page 24-41 tio n:
S ec tio n
P ag e:
S
C en tr al
P en th ou se R
V S
D
/2
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
3:
:2
P M
R ep o rt
N am e:
P ri n t
D at e:
B id
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023
Roof columns are reduced by one hour to a 2 hour fire rating requirement, per code
Page: S404 - Central Penthouse RVSD 8/22 Calcs Z106 - Roof
W 12 X 65 - PRIMARY BEAM P732 MK6 2.00 3/4"
HSS 6 X 6 X 1/4 - PRIMARY BEAM 2.00 1-3/4"
HSS 6 X 6 X 1/4 - SECONDARY BEAM including attached L4x4x1/4's
1-1/4"
Ledger - 1/4" Bent Plate (1-1/2 hr) 1.50 1-7/16"
HSS 6 X 6 X 3/8 - BRACED FRAME (2 hr) 2.00 1-3/16"
HSS 6 X 6 X 1/4 - COLUMNS 2.00 1-3/4"
ROOF DECK P732 MK6 1.50 1-3/8"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/23/2023 3:15:28 PM
Report Name:
Print Date:
Bid:
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
10:45 am, Aug 22, 2023
Y710
Y710
Y710
Y710
X854
1.50
Page 27 of 41 SHOP DRAWING
NORKOTE
Highlighted
Columns originate from Level below
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
HSS 6 X 6 X 1/4 - P Y710 2.00 1-3/4"
HSS 6 X 6 X 1/4 - S including attached L4x4x1/4's Y710 2.00 1-1/4"
L 6 X 6 X 3/8"s above and below (E) roof opposite beam connection
1.50 1-1/8"
Ledger - 1/4" Bent Plate 1.50 1-7/16"
1/2" plate at Brick wall = W.D. 1.571 1.50 9/16"
HSS 6 X 6 X 1/4 Y710 2.00 1-3/4"
HSS 6 X 6 X 3/8 Y710 2.00 1-3/16"
Gusset Plate - 3/8" = 0.619 W.D. 1.50 1-1/2"
ROOF DECK P732 1.50 1-3/8"
GCP Z-106HY Thickness Schedule
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
X854 tio n:
S ec tio n
P ag e:
S
B rid ge s
R V
S D
/2
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
4:
:1
P M
R ep o rt
N am e:
P ri n t
D at e:
B id
10:38 am, Aug 22, 2023
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
Highlighted
Columns originate from Level below
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
ARG: General note: All W Flanges at bridge are primary structure and to be 3- hour rated
ARG: Primary structure, TYP.
ARG: Primary structure, TYP.
Primary structure at ledger TYP. - SRG
Page: S407 - Bridges RVSD 8/22 Calcs Z106 - Floor
W 10 X 26 - PRIMARY BEAM N779 NW MK6 3.00 1-3/8"
W 12 X 22 - PRIMARY BEAM N779 NW MK6 3.00 1-1/2"
W 12 X 26 - PRIMARY BEAM N779 NW MK6 3.00 1-1/2"
W 10 X 26 - SECONDARY BEAM N779 NW MK6 2.00 1"
W 12 X 22 - SECONDARY BEAM N779 NW MK6 2.00 1-1/16"
L 4 X 4 X 1/4 X854 2.00 1-7/8"
L 6 X 4 X 1/2 X854 2.00 1-1/4"
L 6 X 4 X 3/8 Ledgers X854 2.00 1-1/2"
MC 18 X 42.7 - MISC X854 2.00 1-1/8"
MC 13 X 40 - MISC X854 2.00 1"
3/8" Plate on opposite side of (E) concrete beam = 1.20 W.D. X854 2.00 1-3/8"
1/2" Plate at concrte beam = W.D. 1.571 (2hr) X854 2.00 11/16"
3/4" plate connecting beam to wall = W.D. 2.269 (3 hr) X854 1"
HSS 4 X 4 X 3/8 - STUB COLUMN Y710 3.00 1-7/8"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/23/2023 4:08:12 PM
Report Name:
Print Date:
Bid:
3.00
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
10:45 am, Aug 22, 2023
ARG: All "W" members at bridge are considered primary structure to receive 3 hour rating tio n:
S ec tio n
P ag e:
S ta ir P ar tia ls
A S
I 0
R V
S D
/2
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
7:
:5
A M
R ep o rt
N am e:
P ri n t
D at e:
B id
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
see Level 4B Framing for details
SRG: NO FIREPROOFING
ON TOP OF STAIR
LANDING TYPICAL
STAIRS C1 AND C5
SRG: PROVIDE FIRE
PROOFING UNDER DECK
AND HSS WHERE NO
FRAMED RATED ASSEMBLY
IS PROVIDED, TYP AT
STAIRS C1 AND C5.
SRG: NO FIRE PROOFING
NECESSARY ON HANGER
POST TYPICAL STAIRS
C7 AND C8.
Page: Stair Partials - ASI 024 RVSD 7/26 Calcs Z106 - Floor
W 8 X 24 - PRIMARY BEAM N779 NW MK6 3.00 1-3/8"
W 12 X 22 - PRIMARY BEAM N779 NW MK6 3.00 1-1/2"
W 12 X 35 - PRIMARY BEAM & Attachments to it N779 NW MK6 3.00 1-5/16"
W 16 X 67 - PRIMARY BEAM with stiffener N779 NW MK6 3.00 1-1/16"
W 16 X 31 - SECONDARY BEAM N779 NW MK6 2.00 1"
HSS 5 X 5 X 1/2 - SECONDARY BEAM Y710 3.00 15/16"
HSS 8 X 3 X 5/16 - SECONDARY BEAM attached to W12 x
Y710 3.00 1-7/16"
1/2" Plate at concrete wall = W.D. 1.571 (2hr) X854 2.00 11/16"
L 4 X 4 X 3/8 Ledger X854 2.00 1-1/2"
DL 3 X 3 X 1/4 X854 2.00 1-11/16"
C 12 X 20.7 including L8x4x1/2's attached X854 2.00 1-9/16"
HSS 12 X 4 X 3/8 - CORNER POST Y710 3.00 1-13/16"
HSS 8 X 4 X 3/8 - Corner post Y710 3.00 1-13/16"
HSS 5 X 5 X 1/2 - HANGER Y710 3.00 1-7/16"
HSS 5 X 5 X 1/4 - POST ( Connecting HSS to concrete beam) Y710 3.00 2-11/16"
Plate to match W16x67 under decking X854 2.00 3/4"
FLOOR DECK - D759 D925NW 106HY 2.00 3/8"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/24/2023 7:56:52 AM
Report Name:
Print Date:
Bid:
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
tio n:
S ec tio n
P ag e:
S
V au lt R
V S
D
/2
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
8:
:2
A M
R ep o rt
N am e:
P ri n t
D at e:
B id
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
Highlighted
Columns originate from Level below
10:38 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
Page: S571 - Vault RVSD 7/26 Calcs Z106 - Floor
Vertical L4 x 4 x3 /8 above post (3 hr) X854 2.00 2-3/8"
Vertical L6 x 4 x3 /8 attaching post to concrete (3 hr) X854 2.00 2-3/8"
W 16 X 31 - PRIMARY BEAM N779 NW MK6 3.00 1-7/16"
W 16 X 31 - SECONDARY BEAM N779 NW MK6 2.00 1"
L 4 X 4 X 1/4 X854 2.00 1-7/8"
L 6 X 4 X 3/8 X854 2.00 1-1/2"
MC 12 X 31 - MISC X854 2.00 1-1/4"
3/4" plate connecting beam to wall = W.D. 2.269 (2 hr) X854 2.00 5/8"
HSS 6 X 6 X 1/2 COLUMN Y710 3.00 1-7/16"
FLOOR DECK - NO FIREPROOFING D925NW 106HY 2.00 0"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/24/2023 8:09:27 AM
Report Name:
Print Date:
Bid:
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
Page 35 of 41 SHOP DRAWING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
5" DBL EXTRA STRONG PIPE Y710 3.00 1-1/4"
GCP Z-106HY Thickness Schedule
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
RYAN KYLE @ 206-257-8185
ARG: Decking Not required to be fire rated only non combustible per OSSC 3106.5 Steel columns and roof structure to be rated with Intumescent Fireproofing per 078122 spec.
10:38 am, Aug 22, 2023
ROOF DECK WITH LWC TOPPING D779 2.00 3/8"
GCP Z-106HY Thickness Schedule
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
tio n:
S ec tio n
P ag e:
S
8A D et ai ls fo r G rid N
D a t P en th ou se le ve l
F ire pr oo fin g
D ra w in g R ep or t
C A
M S
C ap ito l A cc es si bi lit y M ai nt en an ce
S af et y
S
N or ko te
, I nc th S tr ee t S W
E ve re tt
W A
P
: 4
-2
-3
8/
/2
9:
:2
A M
R ep o rt
N am e:
P ri n t
D at e:
B id
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE 10:38 am, Aug 22, 2023
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
Page: S558A Details for Grid ND at Penthouse level Calcs Z106 - Floor
W 6 X 15 - PRIMARY BEAM X854 3.00 1-5/8"
L 3 X 3 X 1/4 - PRIMARY MEMBER X854 3.00 2-1/2"
L 5 X 3 X 1/4 - PRIMARY MEMBER X854 3.00 2-1/2"
Fireproofing Drawing Report
CAMS 3 Capitol Accessibility Maintenance & Safety - Salem
OR
Norkote, Inc.
2330 - 106th Street SW Everett WA 98204 P: 425-212-3813
8/24/2023 9:48:28 AM
Report Name:
Print Date:
Bid:
SHOP DRAWING
SPRAY APPLIED FIREPROOFING
NORKOTE
FIREPROOFING THICKNESS DRAWINGS
PREPARED BY
KYLE FRAWLEY OF NORKOTE
MATERIAL: GCP Z-106HY
MANUFACTURER CONTACT:
FOURTH FLOOR
212' - 6 3/8"
L.P. OF ROOF
223' - 6 3/8"
1/4PJP
N.S. GROUT 1 1/2" MAX
TO LEVEL.
2" MIN. BEARING TYP. VIF
CHANNEL. SEE PLAN
HSS POST SEE PLAN
C6
S711
B6
S711
DRY PACK BETWEEN TOP OF
CHANNELS AND ROOF SLAB
1 1/2" MAX & DRY PACK OVER TOP
OF POST.
CUT HSS POST FOR
ANCHOR ACCESS
3" 6"
3"
1/4" CAP PL.
CHANNEL SET AT (E) LOW
BM. SPAN POST TO POST.
RADIUS 1/2" CORNER CUTS.
1/2" R.D. @ 24" O.C.
STAGGERED E.S.
CENTER IN CHANNEL
FLANGE
(E) BM.
(2) 1/2" R.A. IN (E) CONC
BM. PROVIDE 4" MIN
EDGE DISTANCE.
(4) TOTAL 7/8" DIA.
A325-N THRU
BOLTS. FINGER
TIGHT.
SHIM IF NEEDED
SPLICE AT
CONTRACTOR'S
OPTION. 1/4" MAX
GAP BETWEEN
CHANNELS.
CHANNEL, SEE
PLAN
EQ
EQ
CL HSS
(E) BRICK WALL
NON-SHRINK GROUT
TIGHT BETWEEN (E)
BRICK AND HSS POST
(2) 3/4" DIA. A307
THRU BOLT AT
2'-0" O.C., TYP.
PL. 12X6X1/2 w/ (2) 5/8" DIA. R.A w/ 4"
EMBED
CUT HSS FOR ANCHOR
ACCESS TYP. SEE
1/
2" T
YP
3" T
YP
3" TYP.
/D6 S711
HSS
HSS
SECOND FLOOR
187' - 6 3/8"
Wx SEE PLAN
BM TO SLAB,
SEE /A4 S701
(E) CONC BM.
PL 3/8" x 4" SQ., TYP
NON-SHRINK GROUT TO
PROVIDE FULL BEARING.
(2) 3/4" DIA THRU RODS IN
RESIN w/ STD NUT E.S. OF BM. AT 8" O.C. (4 TOTAL)PL 1/2" x 12"
CONN. SEE 1/S701
M
IN4"
M
IN
1/
2" M
IN3"
COL. PER PLAN
CONC. FILLED METAL DECK
REINF. NOT SHOWN
CONN SEE
A1
S730
FULL HEIGHT STIFF
PL, 1/2"
EXTENSION PL.
MATCH COL. BP FOR LENGTH,
THICKNESS TO MATCH BEAM tf
1/4
BM SEE PLAN
1" MAX.
PJP
1/4
1/43 SIDES
SHAPED PL 1/2"
CONC. ENCASEMENT
NEB
GROUT TIGHT BTWN (E) URM
WALL AND HSS POSTS, TYP.
(3)-3/4" DIA. GR 105 THREADED
ROD IN 1 1/2" MAX. DIA. HOLE.
FILL WITH RESIN TYP.
BUILT-UP HSS
SECTION WHERE
OCCURS.
C5
S711
BUILT-UP HSS SECTION
OCCRS AT L1, L2, L3, L4
(E) CONC FRAMING
L2
L3
L1
L4
(E) URM WALL
ROOF SIM
AT ROOF NO BUILT-UP HSS
SECTION ABOVE
TYP.
1 1/2"
TYP.
2"
1/4 PJP 3 SIDES
1/4
1/4 2-6 HSS TO HSS
1/4 PJP 2 SIDES
DEMO CORNER OF
(E) URM BRICK TO
FIT HSS POSTS
D5
S711
GROUT OR DRY
PACK TIGHT BTWN
(E) URM AND
BUILT-UP HSS
HSS12x4X3/8
HSS8x4x3/8PL 1/2"x12"x12"
1/4 4-8 1/4 4-8
TYP.
EQ
EQ
LOCATE HELICAL TIES AT
MORTOR JOINT DIRECTLY
ABOVE ANGLE FLANGE
AT 2 WYTHE WALLS-INSTALL
HELI3700A T&B @ 16"
O.C.PERPENDICULAR TO WALL FACE.
AT 3 WYTHE WALLS-INSTALL
HELI371400A @ 16" O.C.
PERPENDICULAR TO WALL FACE.
TOP OF CONCRETE
1/2" R.A. T&B IN OVERSIZED HOLES INTO
WALL. ANGLE AT 25 DEGREES. PROVIDE
BEVEL WASHER AS NEEDED. 2" MIN
EDGE DISTANCE FROM EDGE OF ANGLE
HSS BEAM SEE PLAN
HSS
2'-0" L6x4x1/2" LLV T&B @ 4'-0" O.C
LOCATE HELICAL TIES AT MORTOR JOINT
DIRECTLY BELOW ANGLE FLANGE
NOTES:
1. ANCHORS TO BE ADJUSTED SO THAT THEY ARE CENTERED IN BRICK
WYTHE. HSS TO BE ADJUST +/- 1" TO ACCOMODATE ANCHOR PLACEMENT.
1/4 1/4
EQ. EQ.
TYP.
2"
4 1/2"
TY
P.2"
1" MAX GAP
L8x4x1/2" LLV T&B
(4) 1/2" DIA R.A W/ 5"
EMBED T&B
(E) CONCRETE COLUMN
D3
S711
TY
P.4"
M
IN
5" 5"
1/
2" T
YP
1" T
YP
HSS BEAM SEE PLAN
(E) MASONRY WALL
DEMO CORNER OF (E) URM WALL
TO FIT ANGLE AND GROUT BACK
(E) CONCRETE COLUMN
C3
S711
M
IN
5" 5"
1.
5"
T
YP
HSS BEAM SEE PLAN
(E) MASONRY WALL BEYOND
(E) CONCRETE COLUMN
T
YP
1" V.
I.F
C3
S711
3/16
GROUT OR DRY
PACK TIGHT BTWN
(E) URM AND
BUILT-UP HSS
PL 1/2"x16"x16"
PL. 1/2"x4"x2'-0"
PL 1/2"x4"x8'-6"
3/16
NOTES:
1. FOR INFORMATION NOT
SHOWN SEE C5/S711
3/4" DIA R.A. w/ 8"
EMBED @ 6" O.C.
(E) URM BEHIND
HSS POSTS
BUILT-UP HSS SECTION
SEE PLAN
(E) HAUNCH
(E) JOISTS
C4
S711
FORELL | ELSESSER
STRUCTURAL ENGINEERS
160 Pine St San Francisco, CA 94111 P (415) 837-0700 W forell.com
P FRO ESSIONAL
EDRETSIGER
G
NE REIGEN
OREGON
6689 3PE
1, 202 J
.NA
EXPIRES:
S LT R
U C T U R A
EOFF BOMB
A
12/31/
Drawing TitleRevisions Drawn by
Checked by
Drawing No
Consultant Project No
Owner Project No
Project No
Date
1 2 3 4 5
A
B
C
D
E
CAPITOL ACCESSIBILITY, MAINTENANCE, & SAFETY (CAMS 3)
Drawing scales indicated apply to 36" x 48" drawing sheets. Scale may not be accurate if drawing plots are less than this size.
Phase 4 - Final Package FINAL
/3
/2
:2
:1
P
M
214002.6
Author
Checker
S711
STEEL DETAILS
900 COURT ST. NE, SALEM, OR 97301
3/4" = 1'-0"S711
D6 BRICK WALL CATCHER POST
3" = 1'-0"S711
B6 CHANNEL TO POST CONNECTION
3" = 1'-0"S711
C6 CATCHER POST ANCHOR PLATE
1" = 1'-0"S711
B5 STL BM TO (E) CONC BM DETAIL
1" = 1'-0"S711
A6 SECTION
1" = 1'-0"S711
D5 HSS POST CONNECTION
1" = 1'-0"S711
C5 HSS POST CONNECTION
1" = 1'-0"S711
D3 HSS GIRT WALL SECTION
1" = 1'-0"S711
C3 HSS GIRT - ELEVATION
1" = 1'-0"S711
B3 HSS GIRT - PLAN DETAIL
1" = 1'-0"S711
A3 HSS GIRT - PLAN DETAIL
Number Description Date
7 Addendum #1 10/28/2022
8 ASI-014 12/02/2022
17 ASI-019 3/3/2023
1" = 1'-0"S711
C4 HSS POST LEVEL 1 CONNECTION
1" = 1'-0"S711
E4 HSS POST CONNECTION
Page 41 of 41 Page 41 of 41
File details come from the government source that posted it. Updated .