7353918 DrawingsAsOne SIGNED.pdf

PDF 12 MB Posted Apr 26, 2024

Attached to: 7353918 DDCN Warehouse B150 and B154 Bay C Structural Repairs and B150 Roof Replacement
Solicitation number: N400857353918
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Apr 26, 2024

This document appears to be a set of drawings for a federal contract opportunity related to structural repairs and roof replacement work at a Department of the Navy warehouse facility.

The solicitation number is N400857353918, and the contract is for the "DDCN Warehouse B150 and B154 Bay C Structural Repairs and B150 Roof Replacement". This procurement is restricted to General MACC contractors listed on the RFP cover letter. The scope of work and applicable drawings are provided in the attached documents. The agency involved is the Department of the Navy Naval Facilities Engineering Command.

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Other files

File	Type	Posted
AMENDMENT 0003.pdf	PDF	Jun 3, 2024
Amendment 0002 7353918.pdf	PDF	May 31, 2024
AMENDMENT 0001.pdf	PDF	May 22, 2024
7353918 SpecsAsOne SIGNED.pdf	PDF	Apr 26, 2024
RFP 7353918.pdf	PDF	Apr 26, 2024

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BC.100

DDCN WAREHOUSE B150 AND B154 BAY C STRUCTURAL REPAIRS AND

B150 ROOF REPLACEMENT

MARINE CORPS AIR STATION CHERRY POINT, NC (DDCN)

WO # 7353918

PROJECT

LOCATION

NORTH

NORTH CAROLINA COUNTY MAP

NORTH

VICINITY MAP

NORTH

MCAS CHERRY POINT, N.C.

PROJECT

LOCATION

DDCN-00150

DDCN-00154

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DDCN-00148DDCN-00150

CONSTRUCTION LAYDOWN AREA1

G002 SCALE: N.T.S.

DLA FENCED LOT

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INDEX OF DRAWINGS

NAVFAC

NO.

SHEET

NO.

DRAWING

NO. FACILITY ID DRAWING SHEET TITLE

12881800 1 G001 DDCN COVER SHEET, LOCATION AND VICINITY MAPS

12881801 2 G002 DDCN INDEX OF DRAWINGS

12881802 3 G003 DDCN BUILDING STORAGE BAY CURRENT CONDITION PHOTOS STRUCTURAL REPAIR PHASING

12881803 4 S001 DDCN STUCTURAL GENERAL NOTES

12881804 5 S101-1 DDCN-00150 ROOF FRAMING PLAN

12881805 6 S101-2 DDCN-00150 COLUMN AND TRUSS ASSEMBLY REPLACEMENT PLAN

12881806 7 S102-1 DDCN-00154 ROOF FRAMING PLAN

12881807 8 S102-2 DDCN-00154 BAY C BEAM AND COLUMN ASSEMBLY REPLACEMENT PLAN

12881808 9 S301-1 DDCN-00150 BAY A LONGITUDINAL SECTIONS

12881809 10 S301-2 DDCN-00150 BAYS B / D / F LONGITUDINAL SECTIONS

12881810 11 S301-3 DDCN-00150 BAYS C / E LONGITUDINAL SECTIONS

12881811 12 S301-4 DDCN-00150 BAYS A / B / C / D / E / F TRANSVERSE SECTION & ELEVATION AT BAY F BENT P

12881812 13 S301-5 DDCN-00150 BAY O OFFICE AREA TRANSVERSE SECTION

12881813 14 S302-1 DDCN-00154 BAY C LONGITUDINAL SECTION

12881814 15 S302-2 DDCN-00154 BAY C TRANSVERSE SECTION

12881815 16 S501-1 DDCN-00150 BAY A COLUMN AND TRUSS CHORD SECTIONS

12881816 17 S501-2 DDCN-00150 BAY A COLUMN AND TRUSS CONNECTION DETAILS

12881817 18 S501-3 DDCN-00150 BAYS B / D / F TRUSS (TYPE D1) AT MONITOR CONNECTION DETAILS

12881818 19 S501-4 DDCN-00150 BAYS B / D / F TRUSS (TYPE C) AT LOW BAY CONNECTION DETAILS

12881819 20 S501-5 DDCN-00150 BAYS B / D / F TRUSS (TYPE D) AT MONITOR CONNECTION DETAILS

12881820 21 S501-6 DDCN-00150 BAYS C / E TRUSS (TYPE G AND G1) AT MONITOR CONNECTION DETAILS

12881821 22 S501-7 DDCN-00150 BAYS C / E TRUSS (TYPE F) AT LOW BAY CONNECTION DETAILS

12881822 23 S501-8 DDCN-00150 COLUMN AND TRUSS CONNECTION DETAILS (SHEET 1 of 2)

12881823 24 S501-9 DDCN-00150 BAYS B / C / D / E / F TRUSS CHORD SECTIONS

12881824 25 S501-10 DDCN-00150 COLUMN CLAMPING, BANDING, AND CHORD STITCH BOLT REPAIR DETAILS

12881825 26 S501-11 DDCN-00150 BAY O OFFICE TRUSS (TYPE A) CONNECTION AND CHORD SECTION DETAILS

12881826 27 S501-12 DDCN-00150 COLUMN AND TRUSS CONNECTION DETAILS - (SHEET 2 of 2)

12881827 28 S502-1 DDCN-00154 BAY C BEAM AND COLUMN CONNECTION DETAILS AND BANDING, CLAMPING, STITCH BOLT REPAIR DETAILS

12881828 29 S601-1 DDCN-00150 COLUMN, CORBEL, AND TRUSS ASSEMBLY REPLACEMENT PLAN

12881829 30 S601-2 DDCN-00150 TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULE A / B / C

12881830 31 S601-3 DDCN-00150 TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULE D / E

12881831 32 S601-4 DDCN-00150 TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULE F / O

12881832 33 S602-1 DDCN-00154 BAY C BEAM AND COLUMN ASSEMBLY REPLACEMENT SCHEDULE

12881833 34 S602-2 DDCN-00154 TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULE BAY C

12881834 35 S602-3 DDCN-00154 TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULES BAY C-CONTINUED

12881835 36 AD001 DDCN ARCHITECTURAL DEMOLITION GENERAL NOTES

12881836 37 AD101 DDCN-00150 EXISTING ROOF DEMOLITION PLAN

12881837 38 AD401-1 DDCN-00150 EXISTING ENLARGED ROOF DEMOLITION PLAN - BAYS A / B / C

12881838 39 AD401-2 DDCN-00150 EXISTING ENLARGED ROOF DEMOLITION PLAN - BAYS D / E / F

12881839 40 A001 DDCN ABREVIATIONS, LEGENDS, GENERL AND ARCHITECTURAL GENERAL NOTES

12881840 41 A101 DDCN-00150 ROOF PLAN

12881841 42 A102 DDCN-00154 ROOF PLAN BAY C

12881842 43 A201-1 DDCN-00150 EXTERIOR ELEVATIONS

12881843 44 A201-2 DDCN-00150 ENLARGED EXTERIOR ELEVATIONS

12881844 45 A301 DDCN WALL SECTIONS

12881845 46 A401-1 DDCN-00150 ENLARGED ROOF PLAN - BAYS A / B / C

12881846 47 A401-2 DDCN-00150 ENLARGED ROOF PLAN BAYS D / E / F

12881847 48 A402 DDCN-00154 ENLARGED ROOF PLAN BAY C

12881848 49 A501-1 DDCN ROOF DETAILS

12881849 50 A501-2 DDCN ROOF DETAILS

12881850 51 A601 DDCN-00150 WIND PRESSURE DIAGRAM

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IMAGE 1: BUILDING 150 - BAY A CURRENT CONDITIONS IMAGE 2: BUILDING 150 - BAY B CURRENT CONDITIONS

IMAGE 6: BUILDING 154 - BAY C CURRENT CONDITONS

IMAGE 3: BUILDING 150 - BAY C CURRENT CONDITIONS IMAGE 4: BUILDING 150 - BAY D CURRENT CONDITIONS

STRUCTURAL REPAIR PHASING / SEQUENCING REQUIREMENTS

DDCN-00150 BAYS B, C, D, E AND F : LIMIT ALL STRUCTURAL

REPAIR WORK IN THESE BAYS, INCLUDING STRUCTURAL

SHORING, TO A SINGLE BAY AREA AT ONE TIME, AS WELL AS:

1. DCN-00150 BAY B ADDITIONAL PHASING/SEQUENCING:

REMOVAL OF ALL WAREHOUSE INVENTORY WILL BE

PERFORMED BY THE GOVERNMENT. CONTRACTOR

SHALL COORDINATE WITH THE CONTRACTING OFFICER'S

DESIGNATED REPRESENTATIVE FOR REMOVAL OF

WAREHOUSE INVENTORY TO ACCESS AREAS FOR

STRUCTURAL REPAIR AND SHORING. LIMIT STRUCTURAL

REPAIRS AND SHORING PHASING TO OCCUPY HALF THE BAY

AT ONE TIME. BAY B WEST HALF IS DESIGNATED FROM

COLUMN LINES "A" THROUGH "G.5". BAY B EAST HALF IS

DESIGNATED FROM COLUMN LINES "G.5" THROUGH "Q".

2. DDCN-00150 BAY C AND BAY E ADDITIONAL

PHASING/SEQUENCING: REMOVAL OF ALL WAREHOUSE

INVENTORY WILL BE PERFORMED BY THE GOVERNMENT.

COORDINATE WITH THE CONTRACTING OFFICER'S

DESIGNATED REPRESENTATIVE FOR REMOVAL OF

WAREHOUSE INVENTORY TO ACCESS AREAS FOR

STRUCTURAL REPAIR. PHASING INSIDE BAY AREAS IS NOT

REQUIRED.

3. DDCN-00150 BAY D ADDITIONAL PHASING/SEQUENCING:

LIMIT DURATION OF EXISTING OCCUPANT TRAVEL LANE

IMPEDANCE TO LESS THAN 48 HOURS (2 WORKDAYS) AT A

TIME THROUGHOUT WORK PERFORMANCE. REMOVAL OF ALL

WAREHOUSE INVENTORY WILL BE PERFORMED BY THE

GOVERNMENT. COORDINATE WITH THE CONTRACTING

OFFICER'S DESIGNATED REPRESENTATIVE FOR REMOVAL OF

WAREHOUSE INVENTORY TO ACCESS AREAS FOR

STRUCTURAL REPAIR AND SHORING. REMOVE AND/OR

DISASSEMBLE EXISTING WAREHOUSE PALLET RACKING TO

ACCESS STRUCTURAL REPAIR AREAS FOR STRUCTURAL

SHORING. DISASSEMBLED PALLETS MAY BE STORED IN BAY

D IF SPACE IS AVAIALBLE, OR SOME OTHER BAY ON B150, AS

DIRECTED BY THE CONTRACTING OFFER’S DESIGNATED

REPRENTATIVE. REPLACE AND/OR REASSEMBLE PALLET

RACKING FOLLOWING STRUCTURAL SHORING REMOVAL.

LIMIT STRUCTURAL REPAIRS AND SHORING PHASING TO

OCCUPY HALF THE BAY AT ONE TIME. BAY D WEST HALF IS

DESIGNATED FROM COLUMN LINES "A" THROUGH "G.5". BAY

D EAST HALF IS DESIGNATED FROM COLUMN LINES "G.5"

THROUGH "Q".

4. DDCN-00150 BAY F (BOXING & CRATING AREA)

ADDITIONAL PHASING/SEQUENCING: WORK AFTER HOURS

TO MINIMIZE IMPACT TO THE CURRENT OCCUPANTS' WORK

HOURS OF 0600-1630. LIMIT WORK, INCLUDING SHORING, TO

PREVENT IMPEDING CURRENT OCCUPANTS' OPERATION OF

GANTRY CRANE FOR MORE THAN 48 HOURS (2 WORKDAYS).

LIMIT IMPACT TO THE OCCUPANTS BOXING ASSEMBLY

STATIONS TO ENSURE ONLY ONE STATION IS INACCESSIBLE

AT A TIME. REMOVAL OF ALL WAREHOUSE INVENTORY WILL

BE PERFORMED BY THE GOVERNMENT. COORDINATE WITH

THE CONTRACTING OFFICER'S DESIGNATED

REPRESENTATIVE FOR REMOVAL OF WAREHOUSE

INVENTORY TO ACCESS AREAS FOR STRUCTURAL REPAIR

AND SHORING. REMOVE AND/OR DISASSEMBLE EXISTING

WAREHOUSE PALLET RACKING TO ACCESS STRUCTURAL

REPAIR AREAS FOR STRUCTURAL SHORING. DISASSEMBLED

PALLETS MAY BE STORED IN BAY D IF SPACE IS AVAIALBLE,

OR SOME OTHER BAY ON B150, AS DIRECTED BY THE

CONTRACTING OFFER’S DESIGNATED REPRENTATIVE.

REPLACE AND/OR REASSEMBLE PALLET RACKING

FOLLOWING STRUCTURAL SHORING REMOVAL. LIMIT

STRUCTURAL REPAIRS AND SHORING PHASING TO OCCUPY

HALF THE BAY AT ONE TIME. BAY D WEST HALF IS

DESIGNATED FROM COLUMN LINES "A" THROUGH "G.5". BAY

D EAST HALF IS DESIGNATED FROM COLUMN LINES "G.5"

THROUGH "Q".

THE EXISTING BUILDING SPRINKLER SYSTEM SHALL REMAIN

IN-PLACE AND OPERATIONAL DURING THE PROJECT. THE

CONTRACTOR SHALL PROTECT EXISTING FIRE SPRINKLER

SYSTEM BULK MAIN LINES AND CROSS MAIN LINES THAT RUN

THROUGH TRUSS CHORD MEMBERS.

DDCN-00150 BAY A PHASING/SEQUENCING: PHASING INSIDE

BAY AREA IS NOT REQUIRED. REMOVAL OF ALL WAREHOUSE

INVENTORY WILL BE PERFORMED BY THE GOVERNMENT.

COORDINATE WITH THE CONTRACTING OFFICER'S

DESIGNATED REPRESENTATIVE FOR REMOVAL OF

WAREHOUSE INVENTORY TO ACCESS AREAS FOR

STRUCTURAL REPAIR. REMOVE AND/OR DISASSEMBLE

EXISTING WAREHOUSE PALLET RACKING TO ACCESS

STRUCTURAL REPAIR AREAS FOR STRUCTURAL SHORING.

DISASSEMBLED PALLETS MAY BE STORED IN BAY D IF SPACE

IS AVAIALBLE, OR SOME OTHER BAY ON B150, AS DIRECTED

BY THE CONTRACTING OFFER’S DESIGNATED

REPRENTATIVE. REPLACE AND/OR REASSEMBLE PALLET

RACKING FOLLOWING STRUCTURAL SHORING REMOVAL. THE

EXISTING BUILDING SPRINKLER SYSTEM SHALL REMAIN

IN-PLACE AND OPERATIONAL DURING THE PROJECT. THE

CONTRACTOR SHALL PROTECT EXISTING FIRE SPRINKLER

SYSTEM BULK MAIN LINES AND CROSS MAIN LINES THAT RUN

THROUGH TRUSS CHORD MEMBERS.

DDCN-00150 BAY O-OFFICE AREA : PHASING INSIDE BAY

AREA IS NOT REQUIRED. THE EXISTING BUILDING SPRINKLER

SYSTEM SHALL REMAIN IN-PLACE AND OPERATIONAL

DURING THE PROJECT. THE CONTRACTOR SHALL PROTECT

EXISTING FIRE SPRINKLER SYSTEM BULK MAIN LINES AND

CROSS MAIN LINES THAT RUN THROUGH TRUSS CHORD

MEMBERS.

DDCN-00154 BAY C : PHASING INSIDE BAY AREA IS NOT

REQUIRED. REMOVAL OF ALL WAREHOUSE INVENTORY WILL

BE PERFORMED BY THE GOVERNMENT. COORDINATE WITH

THE CONTRACTING OFFICER'S DESIGNATED

REPRESENTATIVE FOR REMOVAL OF WAREHOUSE

INVENTORY TO ACCESS AREAS FOR REPAIR. THE EXISTING

BUILDING SPRINKLER SYSTEM SHALL REMAIN IN-PLACE AND

OPERATIONAL DURING THE PROJECT. THE CONTRACTOR

SHALL PROTECT EXISTING FIRE SPRINKLER SYSTEM LINES.

IMAGE 5: BUILDING 150 - BAY E CURRENT CONDITIONS

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REPAIR SCOPE:

THE STRUCTURAL RELATED REPAIRS BUILDINGS DDCN-00150 AND DDCN-00154 (BAY C) CONSIST OF PERMANENT REPAIR AND REPLACEMENT OF IDENTIFIED DAMAGED AND DEGRADED HEAVY TIMBER STRUCTURAL COMPONENTS, STRUCTURAL MODIFICATIONS TO ADDRESS STRUCTURAL DEFICIENCIES, REMOVAL OR REPAIR OF IDENTIFIED INADEQUATE STRUCTURAL MODIFICATIONS, AND STRUCTURAL MODIFICATIONS TO ADDRESS IDENTIFIED INADEQUATE RETROFITS.

THESE DRAWINGS SHOW BOTH EXISTING CONDITIONS AND TYPICAL REPAIR DETAILS. REFER TO THE S600 SERIES DRAWINGS FOR REPAIR SCHEDULES

IDENTIFYING THE REPAIR SCOPE.

BUILDING CODES:

THE REPAIRS FOR THE STRUCTURAL FRAMING SYSTEM WERE DESIGNED IN GENERAL ACCORDANCE WITH THE FOLLOWING CODE REFERENCES:

A. UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), 2019, WITH CHANGE 1, 2020.

B. UNIFIED FACILITIES CRITERIA (UFC) 3-301-01 STRUCTURAL ENGINEERING, 2019, WITH CHANGE 1, 2022.

C. INTERNATIONAL BUILDING CODE (IBC), 2021.

D. INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2018.

E. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

F. NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION 2018 EDITION.

G. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 2016 EDITION.

H. AMERICAN WELDING SOCIETY (AWS) D1.1, STRUCTURAL WELDING CODE - STEEL

I. THE MASONRY SOCIETY (TMS) 402-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.

DESIGN LOADS:

A. THE FOLLOWING DEAD AND LIVE DESIGN LOADS WERE CONSIDERED IN GENERAL ACCORDANCE WITH UFC, IBC, AND ASCE WITH MINIMUM DESIGN LOAD REQUIREMENTS AND EXISTING CONDITIONS. SEISMIC, RAIN, AND HORIZONTAL WIND LOADING WERE NOT CONSIDERED FOR THE REPAIR

WORK.

DEAD LOAD:

ALL EXISTING TRUSS AND WOOD FRAMING COMPONENTS ARE ASSUMED TO BE DOUGLAS FIR-LARCH NO.2 AND HAVE A SPECIFIC GRAVITY, G = 0.5.

WOOD TRUSS SYSTEMS SELF WEIGHT

WOOD STRUCTURAL FRAMING SELF WEIGHT

STRUCTURAL STEEL SELF WEIGHT

DDCN-00150 LOADS

7/8” TONGUE & GROOVE ROOF DECK 2.3 PSF

2X8 WOOD JOIST @ 24” O.C. 1.9 PSF

1” WOOD FIBER INSULATION 1.5 PSF

MISC. BRIDGING & BLOCKING 2.0 PSF

ROOFING MEMBRANE 0.7 PSF

DDCN-00154 LOADS

1” TONGUE & GROOVE ROOF DECK 2.6 PSF

2X8 WOOD JOIST @ 24” O.C. 1.7 PSF

INSULATION 2.0 PSF

MISC. BRIDGING & BLOCKING 1.5 PSF

ROOFING MEMBRANE 1.0 PSF

LIGHTS & ELECTRICAL 2.0 PSF

MECHANICAL, PLUMBING & FIRE PROTECTION 6.5 PSF

LIVE LOAD:

ROOF LIVE LOAD 20 PSF

SNOW LOAD

RISK CATEGORY OF BUILDING II

TERRAIN CATEGORY C

GROUND SNOW LOAD, PG 10 PSF

SNOW EXPOSURE FACTOR, CE 1.0

SNOW IMPORTANCE FACTOR, IS 1.0

THERMAL FACTOR, CT 1.2

FLAT ROOF SNOW LOAD, PF 10 PSF

RAIN ON SNOW SURCHARGE* 5 PSF

*DDCN-00148 AND DDCN-00150 ONLY

WIND LOAD:

BASIC WIND SPEED 138 MPH

EXPOSURE CATEGORY C

TOPOGRAPHIC FACTOR, KZT 1.0

GROUND ELEVATION FACTOR, KE 1.0

ENCLOSURE CATEGORY PARTIALLY ENCLOSED

GROSS WIND UPLIFT (DDCN-00147 AND DDCN-00148) 20 PSF

GROSS WIND UPLIFT (DDCN-00150) 21 PSF

GROSS WIND UPLIFT (DDCN-00154) 36 PSF

GENERAL:

A. THE SCOPE OF WORK INDICATED ON THESE DRAWINGS GENERALLY INCLUDES SELECTIVELY REMOVING STRUCTURAL MEMBERS AND ASSOCIATED APPURTENANCES AND REPLACING THEM WITH NEW MATERIAL OR REPAIRING EXISTING SELECTIVE MEMBERS IN ACCORDANCE WITH THE ATTACHED

DOCUMENTS.

B. THE DRAWINGS ARE TO BE USED AS GENERAL GUIDELINES TO ACCOMPLISH THE WORK. ADDITIONAL DISTRESS IN STRUCTURAL FRAMING THAT WAS INACCESSIBLE AT THE TIME OF APTIM'S INVESTIGATION MAY BE UNCOVERED DURING THE PERFORMANCE OF THE REPAIRS OUTLINED HEREIN.

ADDITIONAL DISTRESS, IF DISCOVERED AND DEEMED STRUCTURALLY SIGNIFICANT, MAY REQUIRE THE PERFORMANCE OF ADDITIONAL INSPECTION AND REPAIRS. ITEMS REQUIRING ADDITIONAL EVALUATION SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO

COMMENCEMENT OF ANY RELATED WORK.

C. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. THE NOTES PRESENTED HEREIN ARE NOT INTENDED TO REPLACE THE SPECIFICATIONS. SEE THE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THE GENERAL NOTES.

D. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION OR ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE LATEST STANDARD, CODE, SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE.

E. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF AF&PA, AISC, ASTM, AWC, OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL

GOVERN.

F. CONTRACTOR SHALL FIELD VERIFY ALL RELEVANT EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO THE INSTALLATION OF SHORING OR PERFORMING STRUCTURAL REPAIRS. STRUCTURAL LUMBER AND TIMBER SIZES SHOWN IN THESE DRAWINGS ARE NOMINAL UNLESS NOTED

OTHERWISE.

G. ALL MEMBERS DAMAGED DURING REPAIR OPERATIONS SHALL BE REPLACED. ALL MEMBER PROPERTIES SHALL BE CONSISTENT WITH THOSE

SPECIFIED IN THE GENERAL NOTES.

H. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF UTILITIES, IF REQUIRED TO COMPLETE THE REPAIR WORK. THE CONTACTOR SHALL COORDINATE THE RELOCATION OF UTILITIES WITH THE CONTRACTING OFFICER, IF REQUIRED BY THE REPAIRS AND SHORING REQUIREMENTS.

STRUCTURAL STEEL:

A. STEEL ANGLES AND PLATES SHALL MEET THE REQUIREMENTS OF ASTM A 36, AND SHALL HAVE A MINIMUM YIELD STRENGTH (FY) EQUAL TO 36 KSI.

B. STEEL HOT-ROLLED STRUCTURAL SHAPES SHALL MEET THE REQUIREMENTS OF ASTM A 992, AND SHALL HAVE A MINIMUM YIELD STRENGTH (FY)

EQUAL TO 50 KSI.

C. STEEL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL MEET THE REQUIREMENTS OF ASTM A 500 GRADE C, AND SHALL HAVE A MINIMUM YIELD

STRENGTH (FY) EQUAL TO 50 KSI.

D. ALL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE AISC MANUAL, AISC SPECIFICATION, AND AISC CODE OF

STANDARD PRACTICE.

E. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF EITHER ASTM A307 OR ASTM F3125 GRADE A325 AS INDICATED IN THESE DRAWINGS.

F. NUTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A563, GRADE A, HEAVY HEX STYLE.

G. WASHERS FOR SHALL CONFORM TO THE REQUIREMENTS OF ASTM F436.

H. PROVIDE BOX NAILS THAT MEET THE REQUIREMENTS OF ASTM F1667.

I. SPLIT RING CONNECTORS SHALL BE MANUFACTURED FROM HOT-ROLLED SAE 1010 CARBON STEEL.

J. ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE - STEEL", AWS D1.1 OF THE AMERICAN WELDING SOCIETY (AWS).

THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED TESTS IN THE "STRUCTURAL WELDING CODE". ACCEPTANCE OF THE

WELDS TO BE SUBJECT TO THE INSPECTION AND REVIEW OF AN AWS QUALIFIED INSPECTOR.

K. ALL WELDING ELECTRODES SHALL BE E70XX.

WOOD:

A. UNLESS NOTED OTHERWISE, WOOD CONSTRUCTION SHALL BE DETAILED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE 2018 EDITION OF THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION AS PUBLISHED BY THE AMERICAN

FOREST AND PAPER ASSOCIATION (AF&PA) AND THE AMERICAN WOOD COUNCIL (AWC).

B. IF SIGNIFICANT DISTRESS IS OBSERVED BY THE CONTRACTOR IN STRUCTURAL FRAMING OTHER THAN THAT WHICH IS INDICATED TO BE REPAIRED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

C. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF WOOD STRUCTURAL FRAMING.

D. CONTRACTOR SHALL PROVIDE AND INSTALL BRIDGING, BRACING, SPACERS, BLOCKING, FILL PLATES, TIE PLATES, ETC., AS REQUIRED, TO ENSURE

STRUCTURE REMAINS STABLE AT ALL TIMES.

E. UNLESS OTHERWISE SPECIFIED, EACH PIECE OF LUMBER SHALL BEAR GRADE MARKS, STAMPS, OR OTHER IDENTIFYING MARKING INDICATING THE

GRADES OF MATERIAL AND RULES OR STANDARDS UNDER WHICH PRODUCED.

F. MATERIAL FOR COLUMNS AND COLUMN CORBELS SHALL BE DOUGLAS FIR-LARCH GLUED-LAMINATED TIMBER GRADE L2D AND SHALL HAVE THE

MINIMUM PROPERTIES LISTED BELOW. ALL TIMBER SHALL BE KILN DRIED AND HAVE A MOISTURE CONTENT NOT EXCEEDING 16 PERCENT:

FB = 1,550 PSI

FT = 1,450 PSI

FV = 230 PSI

FC⟂ = 650 PSI

FC = 1,900 PSI

E = 1,900,000 PSI

EMIN = 1,000,000 PSI

G. MATERIAL FOR HEAVY TIMBER BEAMS SHALL BE DOUGLAS FIR-LARCH SELECT STRUCTURAL AND SHALL HAVE THE MINIMUM PROPERTIES LISTED BELOW. ALL TIMBER SHALL BE KILN DRIED AND HAVE A MOISTURE CONTENT NOT EXCEEDING 19 PERCENT:

FB = 1,600 PSI

FT = 950 PSI

FV = 170 PSI

FC⟂ = 625 PSI

FC = 1,100 PSI

E = 1,600,000 PSI

EMIN = 580,000 PSI

H. DOUGLAS FIR-LARCH TIMBER SPECIFIED FOR HEAVY TIMBER BEAMS MAY BE SUBSTITUTED WITH SOUTHERN PINE DENSE SELECT STRUCTURAL TIMBER HAVING THE MINIMUM STRUCTURAL PROPERTIES LISTED BELOW. ALL LUMBER SHALL BE KILN DRIED AND THE MOISTURE CONTENT OF

SUPPLIED MATERIAL SHALL NOT EXCEED 19 PERCENT:

FB =1,750 PSI

FT = 1,200 PSI

FV = 165 PSI

FC⟂ = 440 PSI

FC = 1,100 PSI

E = 1,600,000 PSI

EMIN = 580,000 PSI

I. MATERIAL FOR TOP AND BOTTOM CHORDS, WEB MEMBERS, SPLICE PLATES AND FILLER PLATES OF TRUSSES AND TRUSS BRACING SHALL BE DOUGLAS FIR-LARCH SELECT STRUCTURAL AND SHALL HAVE THE MINIMUM PROPERTIES LISTED BELOW. ALL LUMBER SHALL BE KILN DRIED AND THE

MOISTURE CONTENT OF SUPPLIED MATERIAL SHALL NOT EXCEED 19 PERCENT:

FB = 1,500 PSI

FT = 1,000 PSI

FV = 180 PSI

FC⟂ = 625 PSI

FC = 1,700 PSI

E = 1,900,000 PSI

EMIN = 690,000 PSI

J. DOUGLAS FIR-LARCH LUMBER SPECIFIED FOR TRUSS MEMBERS, SPLICE PLATES, FILLER PLATES AND BRACING MEMBERS MAY BE SUBSTITUTED WITH SOUTHERN DENSE SELECT STRUCTURAL LUMBER HAVING THE MINIMUM STRUCTURAL PROPERTIES LISTED BELOW. ALL LUMBER SHALL BE KILN

DRIED AND THE MOISTURE CONTENT OF SUPPLIED MATERIAL SHALL NOT EXCEED 19 PERCENT:

FB =1,800PSI

FT = 1,250 PSI

FV = 175 PSI

FC⟂ = 660 PSI

FC = 1,750 PSI

E = 1,900,000 PSI

EMIN = 690,000 PSI

K. COLUMNS, COLUMN CORBELS, BEAMS, TRUSS MEMBERS, SPLICE PLATES, FILLER PLATES AND BRACING MEMBERS SPECIFIED AS DOUGLAS FIR-LARCH MAY BE SUBSTITUTED WITH GLUED-LAMINATED TIMBER AND LUMBER. THE MINIMUM STRUCTURAL PROPERTIES OF ALL GLUED-LAMINATED TIMBER AND/OR LUMBER SHALL MEET OR EXCEED THE MINIMUM STRUCTURAL PROPERTIES OF THOSE SPECIFIED FOR EACH MEMBER TYPE LISTED ABOVE..

L. ALL GLUED-LAMINATED MEMBERS SHALL HAVE A UNIFORM-GRADE LAYUP AND BE MILLED TO MATCH THE DIMENSIONAL PARAMETERS OF THE

EXISTING STRUCTURAL COMPONENT BEING REPLACED.

M. TRUSS AND HEAVY TIMBER BEAM MATERIAL SHALL BE PROVIDED IN SUFFICIENT LENGTH TO SPAN FROM ORIGINAL SPLICE LOCATION TO ORIGINAL SPLICE LOCATION, OR TO SPLICE LOCATIONS AS IDENTIFIED ON THE REPAIR PLANS. INTERMEDIATE CHORD OR BEAM JOINTS WILL NOT BE ALLOWED.

PROVIDE MEMBER WIDTH AND THICKNESS TO MATCH ORIGINAL DESIGN.

N. TERMINATIONS OF CHORD AND WEB MEMBERS SHALL BE CUT AS DETAILED IN THESE DRAWINGS AND COORDINATED WITH THE MINIMUM EDGE AND END DISTANCE REQUIREMENTS OF THE SPLIT RING CONNECTORS AS INDICATED. SCABBING OR SPLICING SHALL NOT BE ALLOWED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF NEW SPLIT RINGS WITH THE EXISTING TRUSS CONFIGURATION, UNLESS OTHERWISE NOTED IN THESE

DRAWINGS.

O. WOOD TO WOOD CONNECTIONS SHALL UTILIZE SPLIT RING (S.R.) CONNECTORS UNLESS NOTED OTHERWISE AND SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS WITH THE APPROPRIATE SIZE AND TYPE OF THROUGH BOLTS, NUTS, AND WASHERS. LOCATIONS OF SPLIT RING CONNECTORS SHALL COINCIDE WITH EXISTING LOCATIONS AND LOCATIONS AS SHOWN ON THESE DRAWINGS.

P. REPAIRS THAT REQUIRE THE REPLACEMENT OF INDIVIDUAL BOTTOM CHORD PLIES, TOP CHORD PLIES, OR DIAGONAL OR VERTICAL TRUSS

MEMBERS WILL REQUIRE THAT FULL BAY SHORING BE DESIGNED AND INSTALLED BY THE CONTRACTOR PRIOR TO PERFORMING REPAIRS.

Q. IF DAMAGED OR DEGRADED COMPONENTS ARE UNCOVERED DURING PERFORMANCE OF THE WORK, THE CONTRACTOR SHALL PROVIDE AND INSTALL

NEW SPACERS, BLOCKING, BRACING, CORBELS, ETC. AS REQUIRED.

TRUSS REPAIRS:

A. WHEN MAKING REPAIRS SIMULTANEOUSLY, JACK TRUSS AT EACH PANEL POINT ALONG THE ENTIRE SPAN INCHES ABOVE HORIZONTAL.

DIFFERENTIAL JACKING WILL BE REQUIRED. SHORE TRUSS AS NOTED IN JACKING AND SHORING NOTES. CAREFULLY DISASSEMBLE AND REMOVE DAMAGED MEMBERS NOTED IN TRUSS REPAIR SCHEDULE AND INSTALL NEW REPLACEMENT MEMBERS TO MATCH EXISTING UNLESS NOTED OTHERWISE. ADJUST THE LENGTHS AND ANGLES OF CHORD AND WEB MEMBERS AS REQUIRED TO PROVIDE PROPER FIT UP AND CAMBER. PLANE ENDS AS REQUIRED FOR UNIFORM FIT UP. CONTRACTOR MAY NEED TO ALLOW UP TO 24 HOURS FOR THE TRUSS TO REBOUND AFTER JACKING BEFORE ACCURATE MEASUREMENTS CAN BE OBTAINED. SUBMIT SIGNED AND SEALED SHOP DRAWINGS SHOWING THE

PROPOSED CAMBER PROCEDURE AND TRUSS COMPONENT GEOMETRY.

B. TRUSS MEMBERS DAMAGED BY REPAIR WORK SHALL BE DISCARDED AND A NEW MEMBER PROVIDED TO MATCH EXISTING WITH MATERIAL

DEFINED IN WOOD SECTION ABOVE.

C. BOLTING HARDWARE AND SPLIT RING CONNECTORS THAT ARE REMOVED AND FOUND TO BE DAMAGED OR DO NOT MEET THE DESIGN REQUIREMENTS SHALL BE DISCARDED AND REPLACED WITH NEW MATERIAL AS DESCRIBED ABOVE. DAMAGE IS DEFINED AS HARDWARE COMPONENTS THAT ARE BENT, FRACTURED, OR OTHERWISE UNABLE TO FUNCTION AS INTENDED. DAMAGE IS DEFINED AS HARDWARE.

COMPONENTS THAT ARE BENT, FRACTURED, OR OTHERWISE UNABLE TO FUNCTION AS INTENDED.

D. TRIM THE TOP OF THE TRUSS DIAGONALS TO BE EVEN WITH THE TOP OF THE TOP CHORDS.

COLUMN AND CORBEL REPAIRS:

A. ALL COLUMN REPLACEMENTS SHALL BE FULL HEIGHT. IN THE EVENT THAT WORK ACTIVITIES EXPOSE ADDITIONAL DETERIORATION, THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER.

B. TRUSSES SHALL BE JACKED AT THE FIRST PANEL POINT ON EITHER SIDE OF COLUMN TO BE REPAIRED VERTICALLY UP APPROXIMATELY 3/8 INCH (MAX.). SHORE AS NOTED IN JACKING AND SHORING NOTES. REMOVE DAMAGED MEMBERS NOTED IN TRUSS REPAIR SCHEDULE AND INSTALL NEW COLUMN SECTION TO MATCH EXISTING UNLESS NOTED OTHERWISE. BEARING ELEVATIONS OF REPAIRED COLUMN SHALL MATCH

THE PRE-REPAIR BEARING ELEVATIONS.

C. ENDS OF COLUMNS SHALL BE SQUARE CUT AND SHALL PROVIDE FULL BEARING OF COLUMN ENDS ON CONCRETE PEDESTALS BELOW. EXISTING DOWELS SHALL BE CUT FROM THE EXISTING PEDESTAL FLUSH WITH THE SURFACE OF THE PEDESTAL. NEW COLUMN BASES SHALL BE

ANCHORED INTO THE EXISTING PEDESTAL AS DETAILED IN THE THESE DRAWINGS.

D. BOLTING HARDWARE AND SPLIT RING CONNECTORS THAT ARE REMOVED AND FOUND TO BE DAMAGED OR DO NOT MEET THE DESIGN REQUIREMENTS SHALL BE DISCARDED AND REPLACED WITH NEW MATERIAL AS DESCRIBED ABOVE.

JACKING AND SHORING NOTES:

A. THE CONTRACTOR SHALL HAVE ALL TEMPORARY SHORING DESIGNED AND CERTIFIED BY A QUALIFIED PROFESSIONAL ENGINEER LICENSED IN

THE STATE OF NORTH CAROLINA AS PART OF HIS WORK. THE CONTRACTOR SHALL SUBMIT, IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES, ALL CERTIFIED TEMPORARY SHORING DOCUMENTS FOR REVIEW AND RECORD PURPOSES. CONTRACTOR'S SHORING DOCUMENTS SHALL INCLUDE BUT NOT LIMITED TO: PLANS, SECTIONS, DETAILS, AND STRUCTURAL CALCULATIONS.

B. THE JACKING AND SHORING PROCEDURES BELOW ARE SUGGESTIONS FOR BIDDING PURPOSES ONLY, AND THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING THE FINAL JACKING AND SHORING PLAN. SUBMIT SIGNED AND SEALED SHOP DRAWINGS SHOWING THE PROPOSED JACKING AND SHORING LOCATIONS, LAYOUTS, EQUIPMENT, PROCEDURES, SEQUENCING, ETC. PRIOR TO PERFORMING STRUCTURAL REPAIRS TO COLUMNS, CORBELS, AND BOTTOM CHORD MEMBERS THE CONTRACTOR SHALL CAREFULLY JACK AND SHORE THE AREA SUPPORTED BY THE STRUCTURAL MEMBER (TRIBUTARY AREA) TO BE REPAIRED FOR THE TOTAL GRAVITY LOAD. CONTRACTOR SHALL PERFORM JACKING INCREMENTALLY AND MONITOR ADJACENT (UNJACKED) AREAS FOR POTENTIAL DAMAGE DURING JACKING OPERATIONS. ADJUST JACKING AND

SHORING PLAN AS REQUIRED TO MINIMIZE DAMAGE TO THE STRUCTURE.

C. REPAIRS THAT REQUIRE THE REPLACEMENT OF INDIVIDUAL BOTTOM CHORD PLIES, TOP CHORD PLIES, OR DIAGONAL OR VERTICAL TRUSS

MEMBERS WILL REQUIRE FULL BAY SHORING BE INSTALLED PRIOR TO PERFORMING REPAIRS.

D. FOR CORBEL SPLIT RING REPAIRS AND CORBEL OR COLUMN REPLACEMENTS, THE CONTRACTOR SHALL INSTALL COLUMN SHORING. JACKING AND SHORING SHALL BE PERFORMED ON EACH SIDE OF THE SUBJECT COLUMN AT THE FIRST PANEL POINT OF THE ADJACENT TRUSSES.

E. COLUMN SHORING SHALL BE PROVIDED WHERE REPAIRS REQUIRE THE REPLACEMENT OF EXISTING COLUMN CORBELS OR REPLACEMENT OF THEIR RESPECTIVE TOOTHED OR SPLIT RINGS. COLUMN SHORING SHALL BE PROVIDED ON EACH SIDE OF THE COLUMN PRIOR TO PERFORMING REPAIRS. WHEN POSSIBLE, IT SHALL BE PERMITTED FOR THE CONTRACTOR TO UTILIZE FULL HEIGHT TRUSS SHORING AS COLUMN SHORING.

FULL HEIGHT TRUSS SHORING SHALL BE USED IN COMBINATION WITH COLUMN SHORING IN SUCH A MANNER AS TO RELIEVE THE FULL LOAD OF THE TRUSS SYSTEM FROM THE COLUMNS PRIOR TO PERFORMING CORBEL OR COLUMN REPLACEMENT.

F. FOR TRUSS REPAIRS, JACKS SHALL BE LOCATED AT EACH PANEL POINT FOR THE ENTIRE TRUSS SPAN LENGTH. ONCE JACKED, SHORING SHALL BE PROVIDED ALONG THE UNDERSIDE OF THE TOP CHORD OR THE UNDERSIDE OF THE ROOF RAFTERS, AS REQUIRED TO ACCOMPLISH THE REPAIRS, FOR THE ENTIRE TRUSS SPAN LENGTH. PROVIDE JACK POSTS, SHORING TOWERS, OR OTHER SUPPLEMENTAL SHORING, PREFERABLY AT PANEL POINTS, TO SUPPORT THE DEAD LOAD OF THE TRUSS DURING REPAIR AND MAINTAIN PROPER TRUSS GEOMETRY/CAMBER.

BOLT TIGHTENING:

A. THE CONTRACTOR SHALL TIGHTEN BOLTS IN HEAVY-TIMBER AND STEEL CONNECTIONS IN ACCORDANCE WITH THE SPECIFICATIONS.

ABBREVIATIONS:

B.O.D. BOTTOM OF DECKING

E EAST

EA. EACH

EX. EXISTING

EXIS. EXISTING

HND HAND

N NORTH

OPP OPPOSITE

OPP HND OPPOSITE HAND (MIRROR)

S SOUTH

SIM SIMILAR

S.R. SPLIT RING

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF SLAB

T.O.W. TOP OF WALL

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

W WEST

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

171615

P P

1 20.519.518.517.316.4

BAY A BAY B BAY C BAY D BAY E BAY F

0'-9" 33'-8" 30'-2" 35'-4"

11'-1" 0'-7" 29'-10" 30'-0" 30'-6" 20'-6" 20'-0" 20'-6" 30'-6" 30'-0" 30'-6" 20'-6" 20'-0" 20'-6" 30'-6" 30'-0" 29'-11" 0'-7"

0'-8"

LONGITUDINAL TRUSS (TYP)

TRANSVERSE FRAMING (TYP)

EXISTING WOOD JOISTS WITH 3/4" TONGUE &

GROOVE SHEATHING (TYP)

'-9

'-2

'-9

'-1

'-3

'-6

BAY O

OFFICE AREA

NORTH

DDCN-00150 - ROOF FRAMING PLAN

0 16' 32' 64'

Scale: 1/32" = 1'-0"

J . E

'D O

N N

A . E

E, JR

. P .E

H O

W N

D C

N -0

R O

O F

S101-1

12881804

S301-1

S301-3

S301-4

S301-5

S301-1

S301-2 1

S301-3

SIM

S301-2

SIM

S301-2

S301-3

S301-4

S101-1

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

MHE CHARGING SUPPORT

SUPPORT

SUPPORT SUPPORT SUPPORT

SUPPORT

1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17.3 18 20 20.5 216

1 2 3 4 5 7 8 9 10 11 12 13 14 156 16 18 20 21

BAY A

BAY B BAY C BAY D

BAY E BAY F

BAY O

OFFICE AREA

R . T

H O

A . E

E, JR

. P .E

H O

W N

D D

C N

-0

M N

, C O

L, A

N D

T R

Y R

S101-2

12881805

4 3

34 4

3 44

4 4 cbls cbls cbls cbls cbls cbls cbls cbls cbls cbls cbls cbls cbls cbls cbls cb ls cb ls

30'-6" 30'-0" 30'-7" cb ls cb ls cb ls cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl

KEYED NOTES:

REPLACE BAY A BUILT-UP COLUMN

ASSEMBLY.

REPLACE BAY A TRUSS ASSEMBLY.

(ALL TRUSS ASSEMBLY LOW BAY UNLESS

OTHERWISE NOTED)

REPLACE BAY B, BAY D, BAY F BUILT-UP

COLUMN ASSEMBLY.

REPLACE BAY B, BAY D, BAY F TRUSS

ASSEMBLY.

(ALL TRUSS ASSEMBLY LOW BAY UNLESS

OTHERWISE NOTED)

REPLACE BAY C, BAY E BUILT-UP COLUMN

ASSEMBLY

REPLACE BAY C, BAY E TRUSS ASSEMBLY.

REPLACE OFFICE BAY O TRUSS ASSEMBLY

PROVIDE NEW BAY A COLUMN ASSEMBLIES

AT MONITOR AND LOW TRUSS BAYS.

PROVIDE NEW BAY A CORBEL ASSEMBLY AT

WALL

NOTES:

1. REFER TO COLUMN, CORBEL, AND TRUSS ASSEMBLY REPLACEMENT

SCHEDULE FOR DETAILS.

2. SEE TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULES

FOR DETAILS REGARDING ADDITIONAL COMPONENT REPAIRS.

DDCN-00150 - COLUMN, CORBEL, AND TRUSS ASSEMBLY REPLACEMENT PLAN1

S101-2 SCALE: 1" = 25'-0"

NORTH

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

S301-5

S301-2

S301-1

SIM

S301-3

SIM

BAY C

18 19 20 21 22 23 24 25 26

C-002A-100 BULK

C-001A-100 BULK C-003A-400 BULK

C-004A-200 BULK C-005A-200 BULK C-006A-300 BULK

D-

1A R

D-

1B R

D-

1C R

D-

1D -B

D-

-B

BC.101

BD.115

BC.102

BC.100

20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"

160'-0"

LONGITUDINAL BEAM (TYP)

0'-

'-4

SUPPORT

NORTH

DDCN-00154 - ROOF FRAMING PLAN BAY C

0 8' 16' 32'

Scale: 1/16" = 1'-0"

J . E

'D O

N N

A . E

E, JR

. P .E

H O

W N

D C

N -0

R O

O F

N B

S102-1

12881806

DDCN-00154 KEY PLAN

S302-1

BAY A BAY B BAY DBAY C

S302-2

NOTES:

1. REFER TO DRAWING S001 FOR GENERAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO

THE INSTALLATION OF SHORING OR PERFORMING REPAIRS.

3. REFER TO S600 SERIES DRAWING FOR REPAIR SCHEDULES

IDENTIFYING SCOPE OF REPAIRS.

4. EXISTING 1X6 KNEE BRACING IN BAY C TO BE REPLACED WITH

NEW 2X6 MEMBERS. SEE DETAIL 4 ON S504-1

S102-1

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

..\..\03-XREF\0-TITLE BLOCKS\WAE - NC - 4-1-2024.png

BAY A BAY B BAY C BAY D

SUPPORT

1 2 3 4 5 6 7 8 9 10 1817161514131211 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33

RAMPRAMPRAMP

J . E

R . T

H O

A . E

E, JR

. P .E

H O

W N

D D

C N

-0

Y C

M A

N D

C O

S102-2

12881807

159'-11" 20'-0"

KEYED NOTES:

REPLACE COLUMN ASSEMBLY.

REPLACE BEAM ASSEMBLY.

2 NOTES:

1. REFER TO BEAM AND COLUMN CORBEL ASSEMBLY REPLACEMENT

SCHEDULE FOR DETAILS.

2. SEE TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULES

FOR DETAILS REGARDING ADDITIONAL COMPONENT REPAIRS.

NORTH

DDCN-00154 BEAM AND COLUMN ASSEMBLY REPLACEMENT PLAN1

S102-2 SCALE: 1" = 25'-0"

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

S302-1

S302-2

TRUSS TYPE K TRUSS TYPE J1 TRUSS TYPE H

34'-5 1/2" 30'-0" 34'-6" 10'-2"

6'-4 1/2" 5'-6" 5'-6" 5'-6" 5'-6" 6'-1" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 6'-1" 5'-6" 5'-6" 5'-6" 5'-6" 6'-5"

3.E3.D3.C3.B3.A

1.E1.D1.C1.B1.A

1 2 3 2.E2.D2.C2.B2.A

5 6

(2) 3"X10" (2) 3"X6"(2) 3"X6" (1) 3"X6"(1) 3"X6"

3" X6

(2) 3"X8"

(2) 3"X6"

(2) 3"X8"

(2) 3"X6"

(2) 3"X10"(2) 3 "X10"

3" X6

(2) 3"

X8" (2) 3"X8"

(2) 3"X6"

3" X6

(1) 3"X6"

(2) 3"X6" (1) 3"X6" 3" X6

3" X6

(2) 3"X10" (2) 3"X6"(2) 3"X6" (1) 3"X6"(1) 3"X6"

3" X6

(2) 3"X8"

(2) 3"X6"

3" X6

(2) 3"X10"

(1) 3"X8"

S501-02

TRUSS TYPE K TRUSS TYPE J TRUSS TYPE H S501-02

A S501-01

34'-5 1/2" 30'-0" 34'-6" 10'-2"

5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 6'-1"

5'-6" 5'-6" 5'-6" 5'-6" 6'-4 15/16" 6'-1"

5'-6"5'-6"5'-6"5'-6" 6'-4 1/2"

B S501-01

D S501-01

E S501-01

C S501-01

F S501-01

S501-02

BUILDING ADDITION

NORTH

(2) 3 "X10" (2) 3"X6"(2) 3"X6" (1) 3"X6"(1) 3"X6"

3" X6

(2) 3"X8"

(2) 3"X6"

(3) 3"X8" COLUMN

(2) 3"X6"

(2) 3"X8"

(2) 3"X6"

(2) 3"X10"(2) 3 "X10"

3" X6

3"X12" BLOCK (TYP)

(2) 3"X8" SPLICES

BETWEEN CHORDS (TYP)

(2) 3"

X8" (2) 3"X8"

3.E3.D3.C3.B3.A

1.E1.D1.C1.B1.A

2.E2.D2.C2.B2.A

5 6

(1) 3"X10"X3'-6 1/2"

(2) 3"X6"

3" X6

(1) 3"X6"

(2) 3"X6" (1) 3"X6" 3" X6

3" X6

(2) 3"X10" (2) 3"X6"(2) 3"X6" (1) 3"X6"(1) 3"X6"

3" X6

(2) 3"X8"

(2) 3"X6"

3" X6

"6 13/16"

(2) 3"X10"

NOTES:

1. REFER TO DRAWING S001 FOR GENERAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO THE INSTALLATION OF SHORING OR

PERFORMING REPAIRS.

3. REFER TO S600 SERIES DRAWING FOR REPAIR

SCHEDULES IDENTIFYING SCOPE OF REPAIRS.

SCALE: 3/16" = 1'-0"

DDCN-00150 - BAY A LONGITUDINAL SECTION2

S301-1

0 4' 8' 12'

Scale: 3/16" = 1'-0"

COLUMN LINES B & P ONLY (BAY A)

COLUMN LINES C TO N (BAY A)

'D O

N N

A . E

E, JR

. P .E

H O

W N

D C

N -0

N G

O N

S301-1

12881808

SCALE: 3/16" = 1'-0"

DDCN-00150 - BAY A LONGITUDINAL SECTION1

S301-1

0 4' 8' 12'

Scale: 3/16" = 1'-0"

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

10'-2"

TRUSS TYPE C TRUSS TYPE D1 TRUSS TYPE E

S501-03

S501-08

6'-1" 6'-0" 6'-0" 6'-0"

6'-4 7/8" 6'-0" 5'-11 15/16" 6'-0" 6'-0" 6'-0" 6'-4 13/16" 6'-0" 6'-0" 6'-0" 6'-5 1/4"

30'-5 7/8" 30'-0" 30'-10 1/16" 98

7.D7.C7.B

6.D6.C6.B

7.A

6.A

5 6

8.A 8.B 8.C 8.D

(2) 3"X10"

2-3X6

(2) 3"X6"

(2) 3"X6" (2) 3"X6"

(2) 3"X8" (2) 3"X8"

3" X6

(2) 3"X10"

2"X6"2"X6"

(2) 3"X6" (2) 3"X6"

(2) 3"X8" (2) 3"X8"

3" X6

(2) "3 X10"

(2) 3"X10"

(2) 3"X6"

2"X6" 2"X6"3" X6

3" X6

(2) 3"X6" (2) 3"X6"

(2) 3"X8" (2) 3"X8"

(2) 3"X10"

(2) 3"X10" 2"X6"2"X6"

(1) 3"X8"

(2) 3"X6"

S501-08

A S501-09

B S501-09

TYP

S501-04

10'-2"

TRUSS TYPE C TRUSS TYPE D TRUSS TYPE E

30'-6 11/16" 30'-0" 30'-10 1/16"

6'-1 7/8" 6'-0" 6'-0" 6'-0" 6'-4 7/8" 6'-0" 5'-11 15/16" 6'-0" 6'-0" 6'-0"

S501-05

S501-08

1SIM

(1) 3"X8"

(2) 3"X6"

7.D7.C7.B

6.D6.C6.B

7.A

6.A

5 6

8.A 8.B 8.C 8.D

(2) 3"X8" SPLICES

(1) 3"X10"X3'-6 1/2"

(2) 3"X6"

(1) 3"X10"X3'-6 1/2"

(2) 3"X6"

(2) 3"X10"

(2) 3"X6" (2) 3"X6" 2"X6"2"X6"

(2) 3"X6" (2) 3"X6"

(2) 3"X8" (2) 3"X8"

3" X6

(2) 3"X10"

2"X6"2"X6"

(2) 3 "X8"X9'-0

" (2) 3"X8"X9'-0"

(2) 3"X6" (2) 3"X6"

(2) 3"X8" (2) 3"X8"

3" X6

(2) "3 X10"

(2) 3"X10"

(2) 3"X6"

2"X6" 2"X6"3" X6

3" X6

(2) 3"X6" (2) 3"X6"

(2) 3"X8" (2) 3"X8"

(2) 3"X10"

(2) 3"X6"(2) 3"X6"

S501-08

2SIMS501-08

S501-08

SIM.

NOTES:

1. REFER TO DRAWING S001 FOR GENERAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO THE INSTALLATION OF SHORING OR

PERFORMING REPAIRS.

3. REFER TO S600 SERIES DRAWING FOR REPAIR

SCHEDULES IDENTIFYING SCOPE OF REPAIRS.

SCALE: 3/16" = 1'-0"

S301-2

0 4' 8' 12'

Scale: 3/16" = 1'-0"

COLUMN LINES B & P ONLY (BAYS B, D) COLUMN LINE B & N ONLY (BAY F)

BAY D COLUMN LINES 12 & 15 SIMILAR TO COLUMN LINE 9

'D O

N N

A . E

E, JR

. P .E

H O

W N

D C

N -0

F L

O N

U D

N S

S301-2

12881809

SCALE: 3/16" = 1'-0"

DDCN-00150 - BAYS B, D, F LONGITUDINAL SECTION1

S301-2

0 4' 8' 12'

Scale: 3/16" = 1'-0"

DDCN-00150 - BAYS B, D, F LONGITUDINAL SECTION

COLUMN LINES C-N ONLY (BAYS B, D) COLUMN LINES C-L ONLY (BAY F MIRRORED)

BAY D COLUMN LINES 12 & 15 SIMILAR TO COLUMN LINE 9

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

S501-06

TRUSS TYPE F TRUSS TYPE G1 TRUSS TYPE F

7'-3 5/8" 6'-5 1/4" 6'-8 3/8" 6'-8" 6'-8" 6'-8" 6'-8 7/16" 6'-5 1/4" 7'-3 5/8"

20'-5 1/4" 20'-0" 20'-5 5/16"9 12

9.B9.A

10.B10.A

11.A 11.B

(2) "3 X10"

(1) 3"X8"

(2) 3"X6" (1) 2"X6"

3" X6

(2) 3"X8"

(2) 3"X6" (2) 3"X6"

3" X6

(2) 3"X6"

(2) 3"X8"

(2) 3"X6"

3" X6

"(2) 3"X6"

(1) 3"X8"

(2) 3"X6"(1) 2"X6"(2) 3"X8"

(2) 3"X6"

3" X6

(2) 3"X6"

(2) 3"X6"(1) 3"X8"

2"X8" PURLINS @ 24" O.C.

S501-07

S501-08

5TYP

TYP

C S501-09

D S501-09

S501-08

SIM.

S501-06

20'-5 1/4" 20'-0" 20'-5 5/16"

7'-3 5/8" 6'-5 1/4" 6'-8 3/8" 6'-8" 6'-8" 6'-8" 6'-8 7/16" 6'-5 1/4" 7'-3 5/8"

(1) 3"X8"

(2) 3"X6" (1) 2"X6"

9.B9.A

10.B10.A

11.A 11.B

3" X6

(2) 3"X8"

(2) 3"X6" (2) 3"X6"

3" X6

(2) 2"X6"

(2) 3"X8"

(2) 2"X6"

(2) 3"X6"

3" X6

"(2) 3"X6"

(1) 4 "X6" (1) 4"X6"

(1) 3"X8"

(2) 3"X6"(1) 2"X6"

(2) "3 X10"

(2) 3"X8"

(2) 3"X6"

3" X6

(2) 2"X6"

(2) 3"X6"

(1) 2"X6"

(3) 3"X8" (TYP)

TRUSS TYPE F TRUSS TYPE G TRUSS TYPE F

S501-08

SIM.

NOTES:

1. REFER TO DRAWING S001 FOR GENERAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO THE INSTALLATION OF SHORING OR

PERFORMING REPAIRS.

3. REFER TO S600 SERIES DRAWING FOR REPAIR

SCHEDULES IDENTIFYING SCOPE OF REPAIRS.

SCALE: 3/16" = 1'-0"

S301-3

0 4' 8' 12'

Scale: 3/16" = 1'-0"

COLUMN LINES B & P ONLY (BAYS C & E)

'D O

N N

A . E

E, JR

. P .E

H O

W N

D C

N -0

N G

O N

S301-3

12881810

SCALE: 3/16" = 1'-0"

DDCN-00150 - BAYS C AND E LONGITUDINAL SECTION1

S301-3

0 4' 8' 12'

Scale: 3/16" = 1'-0"

DDCN-00150 - BAYS C AND E LONGITUDINAL SECTION

COLUMN LINES C - N ONLY (BAYS C AND E)

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

2"X10" PURLINS @ 24"

O.C. (THIS BAY ONLY)

15'-6 5/16"

'-7

'-1

'-3

'-7

'-1

'-3

'-1

'-7

'-3

'-1

'-7

Q P N K J H G F E D C B AL

2"X8" PURLINS @ 24"

O.C. (TYP)

2"X6" CONTINUOUS STRUT (TYP)

3"x8" CONTINUOUS STRUT FOR

BAY A ONLY

15'-6 5/16" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-10 11/16"

(2) 3"X8" OUTER PIECES

(1) 3"X8" CENTER PIECE

(TYP)

S501-01 G

18192021

TRUSS E1

(IDENTICAL WITH TRUSS E EXCEPT AS NOTED)

TRUSS D2

(IDENTICAL WITH TRUSS D EXCEPT AS NOTED)

TRUSS C1

(IDENTICAL WITH TRUSS C EXCEPT AS NOTED)

7/8"

30'-5 7/8" 30'-0" 30'-10 1/16"

3' -0

'-9

FINISHED FLOOR

S501-08

4SIM OPP HND

S501-08

SIM.

NOTES:

1. REFER TO DRAWING S001 FOR GENERAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO THE INSTALLATION OF SHORING OR

PERFORMING REPAIRS.

3. REFER TO S600 SERIES DRAWING FOR REPAIR

SCHEDULES IDENTIFYING SCOPE OF REPAIRS.

'D O

N N

A . E

E, JR

. P .E

H O

W N

D C

N -0

B / C

/ F T

O N

A N

D E

N A

N T

S301-4

12881811

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

DDCN-00150 - BAYS A, B, C, D, E AND F TYPICAL TRANSVERSE SECTION1

S301-4

0 4' 8' 16'

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

SCALE: 1/4" = 1'-0"

DDCN-00150 - ELEVATION AT BENT P2

S301-4

0 2' 4' 8'

Scale: 1/4" = 1'-0"

NOTE: CANOPIES NOT SHOWN.

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

S501-11

T QS

(2) 3"X6"

(1) 3"X8"

(2) 3"X8"X2'-9", 2-5/8" BETWEEN

(2) 3"X8"X6" FILLS @ 12'-9" O.C. W/

(2) 3/4"ØX9-1/4" BOLTS

STRUT CONNECTION

(2) BLOCKS 8"X8"

(4) FILLS 2"X8"

(2) SCABS 2"X8"

(1) 3"X8"

(2) 2"X6" SILL

1/2" ANCHOR BOLT

(8) 40d NAILS

(2) ANCHORS OF 1"X16Ga.

WITH 10d NAILS

(3) 3"X6"X6" FILLS

(3) 3/4"ØX9-1/4" BOLTS

(1 ) 3

"X 6"

(1 ) 3

"X 6"

(1 ) 3

"X 6"

(2) 3"X8"

(1) 3"X6" (1) 3"X6"(2) 3"X10" (2) 3"X10"

(2) 2"X6"

(1) 3"X8"

(2) 3"X10"

(1) 3"X6" (1) 3"X6"

(2) 3"X8"

(1 ) 3

"X 6"

(1 ) 3

"X 6"

(1 ) 3

"X 6"

(2) 2"X6"

26'-11 1/4" 27'-0 1/8"

7'-0 9/16" 6'-6 11/16" 6'-5 5/8" 6'-10 1/2" 6'-9 13/16" 6'-6 11/16" 6'-6 11/16" 7'-0 15/16"

'-2

TRUSS TYPE A TRUSS TYPE B

S501-12

(2) 3"X6"

NOTES:

1. REFER TO DRAWING S001 FOR GENERAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO THE INSTALLATION OF SHORING OR

PERFORMING REPAIRS.

3. REFER TO S600 SERIES DRAWING FOR REPAIR

SCHEDULES IDENTIFYING SCOPE OF REPAIRS.

'D O

N N

A . E

E, JR

. P .E

H O

W N

D C

N -0

O O

S301-5

12881812

SCALE: 3/8" = 1'-0"

DDCN-00150 - BAY O OFFICE AREA TYPICAL TRANSVERSE SECTION1

S301-5

0 2' 4' 6'

Scale: 3/8" = 1'-0"

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

19 20 21 2218

FINISHED FLOOR

FIRE WALL

6"X8" WOOD COLUMN

20'-0" 20'-0" 20'-0" 20'-0"

8"X14" (TYP)

160'-0"

CONCRETE PEDESTAL (TYP)

S502

22 23 24 25 26

20'-0" 20'-0" 20'-0" 20'-0"

160'-0"

SCALE: 1/4" = 1'-0"

S302-1

NOTES:

1. REFER TO DRAWING S001 FOR GENERAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO THE INSTALLATION OF SHORING OR

PERFORMING REPAIRS.

3. REFER TO S600 DRAWING SERIES FOR REPAIR

SCHEDULES IDENTIFYING SCOPE OF REPAIRS.

0 2' 4' 8'

Scale: 1/4" = 1'-0"

J . E

'D O

N N

A . E

E, J

R . P

H O

W N

D C

N -0

C L

O N

U D

S302-1

12881813

C H

SCALE: 1/4" = 1'-0"

DDCN-00154 - BAY C LONGITUDINAL SECTION1

S302-1

0 2' 4' 8'

Scale: 1/4" = 1'-0"

DDCN-00154 - BAY C LONGITUDINAL SECTION

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

FINISHED FLOOR

13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4"

200'-0"

'-1

'-3

'-5

'-7

'-8

6"X8" WOOD COLUMN

8"X14" (TYP)

1"X6" KNEE BRACE

(TYP)

1"X6" LONGITUDINAL BRACE

(TYP) EACH BAY

'-4

'-9

VARIES

CONCRETE

PEDESTAL (TYP)

2"X8" ROOF JOISTS @ 24" W/ 1"

T&G DECKING (TYP)

A B C D E F G H

3'- 6"

'-3

2"X6" STUDS @ 24" O.C.

S502-1

13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4"

200'-0"

'-9

'-8

'-7

'-5

'-3

'-1

8"X14" (TYP)

6"X8" WOOD COLUMN

(1) OR (2) 2"X8"S

ADDED TO COLUMN

WITH EXTENSIVE

CHECKING OR

SPLITTING (TYP) 12

'-1

3/ 4"

K L M N P Q R

'-3

1"X6" LONGITUDINAL

BRACE (TYP) EACH BAY

SCALE: 1/4" = 1'-0"

DDCN-00154 - BAY C TRANSVERSE SECTION2

S302-2

NOTES:

1. REFER TO DRAWING S001 FOR GENERAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO THE INSTALLATION OF SHORING OR

PERFORMING REPAIRS.

3. REFER TO S600 DRAWING SERIES FOR REPAIR

SCHEDULES IDENTIFYING SCOPE OF REPAIRS.

0 2' 4' 8'

Scale: 1/4" = 1'-0"

'D O

N N

A . E

E, J

R . P

H O

W N

D C

N -0

C T

O N

S302-2

12881814

C H

SCALE: 1/4" = 1'-0"

DDCN-00154 - BAY C TRANSVERSE SECTION1

S303-2 0 2' 4' 8'

Scale: 1/4" = 1'-0"

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

(1) 3"X8"X9" FILL

(6) 4" SPLIT RINGS

(2) 3/4"ØX14" BOLTS

(3) 3"X8"X3'-0" SPLICE PLATES

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(2) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(12) 3/4"ØX14" BOLTS

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(1) 3"X8"X9" FILL

(2) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(2) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(3) 3"X8"X3'-0" SPLICE PLATES

(12) 3/4"ØX14" BOLTS

(2) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(2) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(2) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(3) 3"X8"X3'-0" SPLICE PLATES (1) 3"X8"X9" FILL

(6) 4" SPLIT RINGS

(2) 3/4"ØX14" BOLTS

(12) 3/4"ØX14" BOLTS

(6) 4" SPLIT RINGS

(3) 3/4"ØX14" BOLTS

(1) 3"X6"X15" FILL

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(1) 3"X6"X6" FILL

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(16) 4" SPLIT RINGS

(8) 1"ØX14" BOLTS

(2) 3"X6"X6'-0" SPLICES

(2) 3"X6"X2'-9" FILLS

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(6) 4" SPLIT RINGS

(3) 3/4"ØX14" BOLTS

(1) 3"X6"X15" FILL

(6) 4" SPLIT RINGS

(3) 3/4"ØX14" BOLTS

(1) 3"X6"X15" FILL

(6) 4" SPLIT RINGS

(1) 1"ØX1'-7" BOLT

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(16) 4" SPLIT RINGS

(8) 1"ØX14" BOLTS

(2) 3"X6"X6'-0" SPLICES

(2) 3"X6"X2'-9" FILLS

(1) 3"X6"X6" FILL

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(1) 3"X6"X6" FILL

(6) 4" SPLIT RINGS

(1) 1"ØX1'-7" BOLT

(6) 4" SPLIT RINGS

(3) 3/4"ØX14" BOLTS

(1) 3"X6"X15" FILL

(16) 4" SPLIT RINGS

(8) 3/4"ØX14" BOLTS

(2) 3"X6"X6'-0" SPLICES

(2) 3"X6"X2'-9" FILLS

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(1) 3"X6"X6" FILL

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(1) 3"X6"X6" FILL

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(4) 4" SPLIT RINGS

(1) 3/4"ØX14" BOLT

(6) 4" SPLIT RINGS

(3) 3/4"ØX14" BOLTS

(1) 3"X6"X15" FILL

(4) 4" SPLIT RINGS

(2) 3/4"ØX14" BOLTS

(2) 3"X8"(2) 3"X8"

(3) 3"X8" COLUMNS,

3/4"ØX9" BOLTS @

3'-0" O.C. STAGGERED

(8) 3/4"ØX14" BOLTS

(2) 3"X8" SPLICES

BETWEEN CHORDS

(12) 3/4"ØX14" BOLTS

(2) 3"X8" SPLICES

BETWEEN CHORDS

(4) 3/4"ØX14" BOLTS

NOTES:

1. REFER TO DRAWING S001 FOR GENERAL NOTES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO THE INSTALLATION OF SHORING OR

PERFORMING REPAIRS.

3. REFER TO S600 SERIES DRAWING FOR REPAIR

SCHEDULES IDENTIFYING SCOPE OF REPAIRS.

'D O

N N

A . E

E, J

R . P

H O

W N

D C

N -0

A C

M N

A N

D T

R U

H O

R D

N S

S501-01

12881815

SCALE: 1/2" = 1'-0"

DDCN-00150 - TRUSS K TOP CHORD SECTIONA

0 1' 2' 4'

Scale: 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

DDCN-00150 - TRUSS J TOP CHORD SECTION

0 1' 2' 4'

Scale: 1/2" = 1'-0"

B S501-01

SCALE: 1/2" = 1'-0"

DDCN-00150 - TRUSS H TOP CHORD SECTION

0 1' 2' 4'

Scale: 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

DDCN-00150 - TRUSS K BOTTOM CHORD SECTION

0 1' 2' 4'

Scale: 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

DDCN-00150 - TRUSS J BOTTOM CHORD SECTION

0 1' 2' 4'

Scale: 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

DDCN-00150 - TRUSS H BOTTOM CHORD SECTION

0 1' 2' 4'

Scale: 1/2" = 1'-0"

S501-01

SCALE: 3/4" = 1'-0"

DDCN-00150 - BAY A COLUMN SECTION

0 1' 2' 3'

Scale: 3/4" = 1'-0"

G S501-01

DRAWING

NUMBER

SHEET OF

M E

N G

G O

F N

O R

A, P

N R

O U

G E, L A

O . C

-2

M P

R O

T N o.

D D

C N

D B

R U

D B

R O

O F

T M

E C

O R

R S

O N

C H

T, N C

(D D

C N

C O

N C

R Y

T, N

O N

C H

T, N .C

D C

E 3/

O R

C O

R U

O N

TRUSS TYPE K

TRUSS TYPE J

6'-4 1/2" 5'-6" 5'-6" 5'-6" 5'-6" 6'-1"

34'-5 1/2"

(1) 3/4"ØX14" BOLT

7" 7"

91) 3/4"ØX14" BOLT

3' -0

7 1/4"

4" 3"X12" BLOCK (8) 30d SPIKES

2' -0

6" 6"

(2)

"X 8"

(1) 3/4"ØX1'-7" BOLT

(5) 3"X8"X6" FILLS

4'-10 3/4"

5'-6"5'-6"

17'-1"

(2) 3"X10"

(3) 3"X8" COLUMN

3' -6

(1) 3/4"Ø X14" BOLT

3"X12" BLOCK

(5) 30d SPIKES

3 3/4"

7 1/4" 7"

2'-9"

6" 3"

(2) 3"X6"

(1) 3"X6"

(2) 3"X6"

(2) 3"X8"

(1 ) 3

"X 6"

(1 ) 3

"X 6"

(1 ) 3

"X 6"

(1 ) 3

"X 6"

(1 ) 3

"X 6"(1) 3"X6"

(2) 3"X6"

(2)…

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File details come from the government source that posted it. Updated Apr 26, 2024.