B.08.02 Vol 4. Optical Lab.pdf

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CHARLESTON DISTRICT

FORT JACKSON, SOUTH CAROLINA

RECEPTION BATTALION COMPLEX, PHASE II

PROJECT NO. 86812

VOLUME 4 of 7

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READY TO ADVERTISE DESIGN SUBMITTAL

OPTICAL FABRICATION LAB

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READY TO ADVERTISE DESIGN SUBMITTAL

OPT

SHEET INDEX

SHEET

NUMBER SHEET NAME

ELECTRICAL

OE-001 ELECTRICAL GENERAL NOTES & ABBREVIATIONS

OE-002 ELECTRICAL LEGEND

OE-101 ELECTRICAL LIGHTING PLAN

OE-111 ELECTRICAL POWER PLAN

OE-121 ELECTRICAL MECHANICAL POWER PLAN

OE-131 ELECTRICAL LIGHTNING PROTECTION PLAN

OE-401 ELECTRICAL ENLARGED PLANS

OE-501 ELECTRICAL DETAILS

OE-502 ELECTRICAL DETAILS

OE-503 ELECTRICAL DETAILS

OE-504 ELECTRICAL DETAILS

OE-511 ELECTRICAL DETAILS

OE-512 ELECTRICAL DETAILS

OE-515 ELECTRICAL DETAILS

OE-516 ELECTRICAL DETAILS

OE-517 ELECTRICAL DETAILS

OE-521 ELECTRICAL DETAILS

OE-522 ELECTRICAL DETAILS

OE-601 ELECTRICAL RISER DIAGRAM

OE-602 ELECTRICAL GROUNDING RISER DIAGRAM

OE-611 ELECTRICAL LUMINAIRE SCHEDULE

OE-612 ELECTRICAL MECHANICAL EQUIPMENT SCHEDULE

OE-621 ELECTRICAL PANELBOARD SCHEDULES

OE-622 ELECTRICAL PANELBOARD SCHEDULES

TELECOMMUNICATIONS

OT-001 TELECOMMUNICATIONS GENERAL NOTES,

ABBREVIATIONS & LEGEND

OT-101 TELECOMMUNICATIONS PLAN

OT-111 ELECTRONIC SECURITY SYSTEM PLAN

OT-401 TELECOMMUNICATIONS ENLARGED PLANS

OT-501 TELECOMMUNICATIONS DETAILS

OT-502 TELECOMMUNICATIONS DETAILS

OT-503 TELECOMMUNICATIONS DETAILS

OT-601 TELECOMMUNICATIONS RISER DIAGRAMS

OT-602 TELECOMMUNICATIONS RACK ELEVATIONS

GRAND TOTAL: 158

SHEET INDEX

SHEET

NUMBER SHEET NAME

INTERIORS

OIG101 SIGNAGE PLAN

OIG601 SIGNAGE SCHEDULE

OIG602 WALL GRAPHIC ELEVATIONS & SCHEDULE

OI-201 FINISH FLOOR PLAN

OI-601 ROOM FINISH SCHEDULE & GENERAL NOTES

OIF101 FURNITURE & EQUIPMENT PLAN

FIRE PROTECTION

OF-001 FIRE SUPPRESSION GENERAL NOTES & LEGEND

OF-101 FIRE SUPPRESSION PLAN

OF-501 FIRE SUPPRESSION DETAILS

OFA001 FIRE ALARM & MASS NOTIFICATION GENERAL NOTES &

LEGEND

OFA101 FIRE ALARM & MASS NOTIFICATION PLAN

OFA501 FIRE ALARM & MASS NOTIFICATION DETAILS

PLUMBING

OP-001 PLUMBING GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS

OPW101 OVERALL PLUMBING WASTE PLAN

OP-101 OVERALL PLUMBING SUPPLY PLAN

OP-401 ENLARGED PLUMBING PLANS

OP-501 PLUMBING DETAILS

OP-502 PLUMBING DETAILS

OP-601 PLUMBING SCHEDULES

OP-901 SANITARY AND VENT RISER DIAGRAM

OP-902 DOMESTIC WATER RISER DIAGRAM

OP-903 COMPRESSED AIR AND NATURAL GAS RISER

DIAGRAMS

MECHANICAL

OM-001 MECHANICAL GENERAL NOTES AND DESIGN CRITERIA

OM-002 MECHANICAL ABBREVIATIONS AND LEGENDS

OMH101 OVERALL HVAC PLAN

OMH120 ROOF HVAC PLAN

OMP101 OVERALL HYDRONIC PIPING PLAN

OM-301 MECHANICAL SECTIONS

OM-302 MECHANICAL SECTIONS

OMH401 ENLARGED HVAC PLANS

OMP401 ENLARGED HYDRONIC PLANS

OM-501 MECHANICAL DETAILS

OM-502 MECHANICAL DETAILS

OM-503 MECHANICAL DETAILS

OM-504 MECHANICAL DETAILS

OM-505 MECHANICAL DETAILS

OM-506 MECHANICAL DETAILS

OM-601 MECHANICAL SCHEDULES

OM-602 MECHANICAL SCHEDULES

OM-603 MECHANICAL SCHEDULES

OM-701 MECHANICAL CONTROLS

OM-702 MECHANICAL CONTROLS

OM-703 MECHANICAL CONTROLS

OM-704 MECHANICAL CONTROLS

OM-705 MECHANICAL CONTROLS

OM-706 MECHANICAL CONTROLS

OM-707 MECHANICAL CONTROLS

OM-708 MECHANICAL CONTROLS

OM-709 MECHANICAL CONTROLS

OM-710 MECHANICAL CONTROLS

OM-711 MECHANICAL CONTROLS

OM-712 MECHANICAL CONTROLS

OM-713 MECHANICAL CONTROLS

OM-714 MECHANICAL CONTROLS

OM-715 MECHANICAL CONTROLS

OM-716 MECHANICAL CONTROLS

OM-801 MECHANICAL SCHEMATICS

OM-802 MECHANICAL SCHEMATICS

OM-901 MECHANICAL ISOMETRICS

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

OG-001 COVER SHEET

OG-002 SHEET INDEX

OG-100 BUILDING CODE SUMMARY

OG-101 LIFE SAFETY PLAN

OG-102 AIR BARRIER AND GROSS AREA DRAWINGS

OG-103 SPECIAL INSPECTIONS

STRUCTURAL

OS-001 STRUCTURAL GENERAL NOTES

OS-002 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

OS-003 SNOW AND JOIST LOADING DIAGRAMS

OS-004 WIND LOAD DIAGRAMS

OS-005 SPECIAL INSPECTIONS

OS-101 FOUNDATION AND SLAB-ON-GRADE PLAN

OS-151 LOW ROOF FRAMING PLAN

OS-152 HIGH ROOF FRAMING PLAN

OS-201 STRUCTURAL FRAMING ELEVATIONS

OS-202 STRUCTURAL FRAMING ELEVATIONS

OS-203 BOWSTRING TRUSS PROFILE

OS-301 FOUNDATION SECTIONS

OS-321 FRAMING SECTIONS

OS-322 FRAMING SECTIONS

OS-323 FRAMING SECTIONS

OS-501 TYPICAL CONCRETE DETAILS

OS-502 TYPICAL CONCRETE DETAILS

OS-521 TYPICAL STEEL DETAILS

OS-522 TYPICAL STEEL DETAILS

ARCHITECTURAL

OA-001 GENERAL NOTES AND ABBREVIATIONS

OA-002 SYMBOLS AND MATERIALS

OA-003 ADA MOUNTING HEIGHTS & DETAILS

OA-004 ADA DETAILS

OA-005 PARTITION TYPES & DETAILS

OA-101 FLOOR PLAN

OA-102 FACADE MATERIAL REFERENCE PLAN

OA-131 REFLECTED CEILING PLAN

OA-151 LOW ROOF PLAN

OA-152 HIGH ROOF PLAN

OA-201 EXTERIOR ELEVATIONS

OA-202 FACADE MATERIAL PLANS & ELEVATIONS

OA-203 FACADE MATERIAL PLANS & ELEVATIONS

OA-204 FACADE MATERIAL PLANS & ELEVATIONS

OA-205 FACADE MATERIAL PLANS & ELEVATIONS

OA-301 BUILDING SECTIONS

OA-351 WALL SECTIONS

OA-352 WALL SECTIONS

OA-353 WALL SECTIONS

OA-401 ENLARGED PLANS & SECTIONS

OA-402 ENLARGED PLANS

OA-403 ENLARGED PLANS

OA-451 MILLWORK SECTIONS & DETAILS

OA-452 MILLWORK SECTIONS & DETAILS

OA-453 MILLWORK SECTIONS & DETAILS

OA-455 ENLARGED ELEVATIONS

OA-456 ENLARGED ELEVATIONS

OA-457 ENLARGED ELEVATIONS

OA-458 ENLARGED ELEVATIONS

OA-459 ENLARGED ELEVATIONS

OA-501 ARCHITECTURAL PLAN DETAILS

OA-502 ARCHITECTURAL PLAN DETAILS

OA-503 ARCHITECTURAL PLAN DETAILS

OA-531 ARCHITECTURAL SECTION DETAILS

OA-532 ARCHITECTURAL SECTION DETAILS

OA-551 ARCHITECTURAL CEILING DETAILS

OA-561 ARCHITECTURAL ROOF DETAILS

OA-562 ARCHITECTURAL ROOF DETAILS

OA-601 DOOR SCHEDULE

OA-611 GLAZING ELEVATIONS

OA-621 WINDOW AND GLAZING TYPES & DETAILS

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SUMMARY OF CODE REQUIREMENTS

CODE REFERENCE REQUIREMENT PROVIDED (WORKSCOPE)

2018 BUILDING CODE (IBC) 2018 NFPA 101 (LSC)

USE AND OCCUPANCY CLASSIFICATION - IBC CHAPTER 3

OCCUPANCY CLASSIFICATION - IBC 302 BUSINESS (B) (IBC 304) CH. 38 - BUSINESS BUSINESS

MODERATE HAZARD FACTORY INDUSTRIAL

(F-1) (IBC 306.2) CH. 40 - INDUSTRIAL (Special-Purpose) FACTORY (LABORATORY)

STORAGE (S-2) (IBC 311.3) CH. 42 - STORAGE STORAGE

MIXED OCCUPANCY - IBC 508/ LSC 6.1.14 NONSEPARATED- MIXED USE MULTIPLE - MIXED OCCUPANCY

MULTIPLE - MIXED

OCCUPANCY/NONSEPARATED- MIXED USE

SPECIAL DETAILED REQUIREMENTS BASED ON USE

AND OCCUPANCY

N/A N/A N/A

GENERAL BUILDING HEIGHTS & AREAS - IBC CHAPTER 5

ALLOWABLE HEIGHT - STORIES (TABLE 504.4) IBC GOVERNS (UFC 3-600-01;5-2) 1 STORY

BUSINESS (B) 4

MODERATE HAZARD FACTORY INDUSTRIAL (F-1) 3

STORAGE (S-2) 4

ALLOWABLE HEIGHT - FEET (TABLE 504.3) (+/-) 20-FT

BUSINESS (B) 75-FT

MODERATE HAZARD FACTORY INDUSTRIAL (F-1) 75-FT

STORAGE (S-2) 75-FT

ALLOWABLE AREA PER STORY (TABLE 506.2)

BUSINESS (B) 92,000-SF

MODERATE HAZARD FACTORY INDUSTRIAL (F-1) 62,000-SF

STORAGE (S-2) 104,000-SF

ALLOWABLE AREA TOTAL 62,000-SF

ACCESSORY OCCUPANCIES N/A

REQUIRED SEPARATION OF OCCUPANCY NR (IBC 508.3.3) NR

TYPES OF CONSTRUCTION - IBC CHAPTER 6

TYPE OF CONSTRUCTION TYPE II-B - NONCOMBUSTIBLE IBC GOVERNS (UFC 3-600-01;6-1) TYPE II-B

FIRE RESISTANCE

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS,

TRUSSES) (0) HOURS (0) HOURS

BEARING WALLS

EXTERIOR (0) HOURS (0) HOURS

INTERIOR (0) HOURS (0) HOURS

NONBEARING WALLS AND PARTITIONS

EXTERIOR (TABLE 602) (0) HOURS (0) HOURS

INTERIOR (TABLE 601) (0) HOURS (0) HOURS

FLOOR CONSTRUCTION (0) HOURS (0) HOURS

ROOF CONSTRUCTION (0) HOURS (0) HOURS

STAIR ENCLOSURE N/A N/A

ELEVATOR SHAFT N/A N/A

FIRE PROTECTION SYSTEMS

AUTOMATIC SPRINKLER SYSTEM

UFC 3-600-01 GOVERNS UFC 3-600-01 GOVERNS REQUIRED/ PROVIDED (UFC

3-600-01;9-7.2.1.5)(IBC903.2.4)

STANDPIPE SYSTEM

NOT REQUIRED/ NOT PROVIDED (UFC

3-600-01;9-10)

PORTABLE FIRE EXTINGUISHERS

REQUIRED/ 2 PROVIDED PER USER

(NFPA 101;38.3.5)

FIRE ALARM & DETECTION REQUIRED/ PROVIDED (UFC 3-600-01;9-18)

MASS NOTIFICATION SYSTEM (UFC 4-010-01)

REQUIRED/ PROVIDED (UFC

4-010-01;1-8.2.1)

N/A

12,718-SF

MEANS OF EGRESS - LSC CHAPTER 7

OCCUPANT LOAD

NFPA 101 GOVERNS (UFC 3-600-01;7-1)MAX. FLR. AREA ALLOWABLE / OCC. (TABLE 7.3.1.2) BUSINESS = 150-SF/P GROSS BUSINESS = 150-SF/P GROSS

STORAGE = 500-SF/P GROSS STORAGE = 500-SF/P GROSS

INDUSTRIAL (LABS) = 100-SF/P GROSS INDUSTRIAL (LABS) = 100-SF/P GROSS

ASSEMBLY = 15-SF/P NET ASSEMBLY = 15-SF/P NET

BUSINESS = 2,014 SF BUSINESS = 2,014 SF

BUSINESS = 2,014 /150-SF/P = 13 BUSINESS = 13 OCC*

STORAGE = 2,462 SF STORAGE = 2,462 SF

STORAGE = 2,462 / 500-SF/P = 5 STORAGE = 5 OCC*

INDUSTRIAL (LABS) = 6,748 SF INDUSTRIAL (LABS) = 6,748 SF

INDUSTRIAL (LABS) = 6,748 / 100-SF/P = 68 INDUSTRIAL (LABS) = 68 OCC*

ASSEMBLY = 475 SF NET ASSEMBLY = 475 SF NET

ASSEMBLY = 475 SF / 15-SF/P= 32 ASSEMBLY = 32 OCC*

TOTAL OCCUPIED AREA = 12,718-SF

TOTAL OCCUPANT LOAD = 117-OCC

EGRESS WIDTH

NFPA 101 GOVERNS (UFC 3-600-01;7-1)

CAPACITY FACTOR

0.2 (38.2.3.1, 40.2.3.1 & 42.2.3/ TABLE

7.3.3.1)

0.2 (LEVEL, RAMPS)

WIDTH 0.2 X 114 OCC = 22.8" MIN REQ 194"

NUMBER OF EXITS NFPA 101 GOVERNS (UFC 3-600-01;7-1) 2 (38.2.4.1, 40.2.4.1 & 42.2.4.1) >2 PROVIDED

EXIT ACCESS TRAVEL DISTANCE NFPA 101 GOVERNS (UFC 3-600-01;7-1) BUSINESS = ≤300-FT (39.2.6.3) 191-FT, 3-IN ACTUAL

INDUSTRIAL = ≤250-FT (40.2.6.1)

STORAGE = ≤400-FT (42.2.6)

CORRIDOR RATING NFPA 101 GOVERNS (UFC 3-600-01;7-1) NR (38.3.6, 40.3.6 & 42.3.6) NR

DEAD ENDS NFPA 101 GOVERNS (UFC 3-600-01;7-1) BUSINESS = ≤50-FT (38.2.5.1) 17'-FT, 4-1/4-IN

INDUSTRIAL = ≤50-FT (40.2.5.1)

STORAGE = ≤100-FT (42.2.5)

COMMON PATH OF EGRESS TRAVEL NFPA 101 GOVERNS (UFC 3-600-01;7-1) BUSINESS: SP = ≤100-FT (38.2.5.3.1) 60-FT, 6-IN

INDUSTRIAL = ≤ 100-FT (40.2.5.1)

STORAGE: SP = ≤100-FT (TABLE 42.2.5)

INTERIOR FINISHES

NFPA 101 GOVERNS (UFC 3-600-01;7-1) CLASS A or B (38.3.3.2.1) IN EXIT ACCESS

CORRIDORS CLASS A IN EXIT ACCESS CORRIDORS

INTERIOR WALLS AND CEILINGS ELSEWHERE: CLASS A, B, or C (38.3.3.2.2) CLASS B

INTERIOR FLOORS

CLASS I or II (38.3.3.3, 39.3.3.3 & 42.3.3.3.2)

IN EXIT ENCLOSURES NR

ADDITIONAL REQUIREMENTS

LSC - 6.2.2.3 N/A ORDINARY HAZARD CONTENTS ORDINARY HAZARD CONTENTS

N/A= NOT APPLICABLE

R= REQUIRED

NR= NOT REQUIRED

* NOTES OCCUPANT LOAD MAY BE HIGHER THAN AREA DIVIDED BY OLF DUE TO ROUNDING AT EACH ROOM

OCCUPANTS W.C.

RATIO

W.C.

REQUIRED

LAV

RATIO

LAV

REQUIRED

1/25 FIRST 50

1/50 REST

0.28 MALE7 M 0.175 M1/40 FIRST 80

1/80 REST

B

117TOTAL

CODE FIXTURE REQUIREMENTS PER OCCUPANCY GROUP

7 F 0.28 FEMALE 0.175 F

0.778 (1) M 0.625 (1) M

0.956 (1) F 0.625 (1) F

DRINKING

FOUNTAIN

RATIO

DRINKING

FOUNTAIN

REQUIRED

0.14

0.377 (1)

1/100

NOTE: NO FAMILY ASSIST TOILET IS REQUIRED AS TOTAL WC FIXTURE COUNT FOR A-3 IS LESS THAN 6.

34 M 1/100 1/100F-1 0.34 MALE

0.34 FEMALE

0.34 MALE

0.34 FEMALE

0.1701/400

34 F

3 MALE 1/100 1/100S-2

3 FEMALE

0.03 MALE

0.03 FEMALE

0.03 MALE

0.03 FEMALE

0.0031/1,000

16 MALE 1/ 125 (M)

1/65 (F)

1/200

16 FEMALE

0.128 MALE

0.246 FEMALE

0.08 MALE

0.08 FEMALE

0.0641/500A-2

PLUMBING INFORMATION

WATER CLOSETS

LAVATORIES

URINALS *

FEMALE -

PROVIDED

FEMALE -

REQUIRED

MALE -

PROVIDED

MALE -

REQUIRED

MINIMUM PLUMBING FIXTURES REQUIRED/PROVIDED PER IBC SECTION TABLE 2902.1

OTHER FIXTURES

DRINKING FOUNTAINS

REQUIRED PROVIDED

UNISEX TOILET

OTHERS (LIST)

* URINALS - SEE IPC 419.2, URINALS MAY SUBSTITUTE FOR W.C.

SERVICE SINK

1 2 1 2

1 2 1 2

0 0 N/A N/A

1 1 HI-LO

0 0

1 1

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GENERAL LIFE SAFETY SHEET NOTES:

1. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR SHALL

ENSURE THE INSTALLATION OF ALL LIFE SAFETY DEVICES

INDICATED ON THE ENGINEERING DRAWINGS.

2. THESE DRAWINGS SHALL BE INDICATED AS “FOR REFERENCE

ONLY.”

3. CONTRACTORS SHALL FOLLOW EM-385-1-1 AND NFPA 241, ALONG

WITH THE INSTALLATION’S FIRE REGULATIONS.

150 SF

100 100

LIFE SAFETY PLAN LEGEND

45'-0"

TRAVEL DISTANCE

FEC

FIRE EXTINGUISHER CABINET W/ 10LB. A: BS

DRY-CHEMICAL FIRE EXTINGUISHER

NOTE: FIRE EXTINGUISHERS SHALL BE

INSTALLED W/ TOP AT 4'-0" ABOVE FINISHED

FLOOR. PROVIDE STICK - ON LETTERING AND

DIRECTIONAL ARROWS TO IDENTIFY THE

CABINET OR EXTINGUISHER LOCATION.

EXIT SIGN WITH DIRECTION ARROWS-

SEE ELECT. DWGS.

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

FULL HEIGHT WALLS (NO RATING)

EMERGENCY EYEWASH

EEW

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

EXTERIOR DOOR AS EXIT DISCHARGEEXIT

STARTING POINT FOR TRAVEL DISTANCE

EMERGENCY LIGHT (WITH NUMERICAL

IDENTIFICATION - WHERE PROVIDED)

36" 100/100

COMBINATION EXIT LIGHT/EMERGENCY LIGHT

COMMON PATH END

CP

COMMON PATH OF EGRESS TRAVEL IDENTIFIERCP___

207 SF

BUSINESS

190 SF

BUSINESS

(COLLABORATION)

293 SF

BUSINESS

(COLLABORATION)

156 SF

BUSINESS

90 SF

BUSINESS

154 SF

BUSINESS

442 SF

BUSINESS

190 SF

BUSINESS

194 SF

MECH/STORAGE

909 SF

MECH/STORAGE 164 SF

MECH/STORAGE 546 SF

INDUSTRIAL

696 SF

MECH/STORAGE

1816 SF

INDUSTRIAL

780 SF

INDUSTRIAL

211 SF

MECH/STORAGE

3615 SF

INDUSTRIAL

39 SF

BUSINESS

183 SF

BUSINESS

OCCUPANCY LEGEND

BUSINESS

BUSINESS

(COLLABORATION)

INDUSTRIAL

MECH/STORAGE

154 SF

150 2

206 SF

150 2

155 SF

150 2

190 SF

150 2

194 SF

500 1

437 SF

150 3

190 SF

30 7

292 SF

30 10

3551 SF

100 36

908 SF

500 2 172 SF

500 1

535 SF

100 6

187 SF

150 2

186 SF

150 2

1816 SF

100 19

204 SF

500 1

734 SF

100 8

671 SF

500 2

143 SF

500 1

124 SF

500 1

38 SF

150 1

94 SF

150 1

137 SF

MECH/STORAGE

131 SF

MECH/STORAGE

188 SF

BUSINESS

CP = 57'-0"

CP = 60'-6"

92" 460/28

34" 170/48

68" 340/52

181'-0" / 3 = 60'-4"

EEW

PATH A

PATH B

PATH C

358 SF

150 3

368 SF

BUSINESS

41 SF

100 1

FEC

FEC

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SCALE: = 1'-0"

0 8 168

1/8"

SCALE: 1/8" = 1'-0"A1

LIFE SAFETY PLAN

OCCUPANCY

OCCUPANCY TYPE AREA

AREA UNIT

TYPE

AREA PER

OCCUPANT

OCCUPANT

LOAD

ACCESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

2416 SF GROSS 500 SF 5

2416 SF 5

BUSINESS AREAS 2005 SF GROSS 150 SF 13

2005 SF 13

BUSINESS AREAS (COLLABORATION

ROOMS)

482 SF NET 30 SF 16

482 SF 16

INDUSTRIAL AREAS 6677 SF GROSS 100 SF 67

6677 SF 67

Grand total: 24 11580 SF 101

EGRESS PATH

EGRESS

PATH TRAVEL DISTANCE

PATH A 77' - 9"

PATH B 190' - 9"

PATH C 104' - 6"

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GRADE

-0' - 6"

GRADE

-0' - 6"

AIR BARRIER LEGEND

AIR BARRIER

BUILDING SPACE ENCLOSED BY AIR

BARRIER. AIR BARRIER SYSTEM THAT IS

CONTINUOUS AND CONNECTED ACROSS THE

SIX FACES OF THE BUILDING ENVELOPE

MEETING THE REQUIREMENTS OF

SPECIFICATION SECTIONS &

UFC 3-101-01 3-6.1

8' - 0"

168' - 8"

AREA AAREA B AREA A1

FORT JACKSON, SOUTH CAROLINA

RECEPTION BATTALION COMPLEX. PHASE II

OPTICAL FABRICATION LAB

GROSS FLOOR AREA CALCULATION

AREAS:

AREA: (Exterior Covered - 1/2 Area)

168'-8" X 74'-8" 12593.75 SF

28'-0" X 4'-0" 112 SF

8'-0" X 3'-3" / 2 13 SF

4' - 0"

AREA A

AREA B

AREA A1

12705.75 SF

13 SF

BUILDING TOTAL GROSS 12718.75 SF

SCOPE TOTAL MAX. ALLOWABLE GROSS AREA* 12722 SF

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B A

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SCALE: = 1'-0"

0 16 3216

1/16"

SCALE: 1/16" = 1'-0"A6

AIR BARRIER SECTION

SCALE: 1/16" = 1'-0"A1

AIR BARRIER PLAN

SCALE: 1/16" = 1'-0"B6

AIR BARRIER SECTION

SCALE: 3/64" = 1'-0"E1

GROSS AREA CALCULATIONS

SCALE: = 1'-0"3/64"

0 16 32 4816

METAL ROOF UNDERLAYMENT WILL BE THE AIR BARRIER

PLANE ON APPLICABLE STEEP SLOPE ROOF SURFACES METAL ROOF UNDERLAYMENT WILL

BE THE AIR BARRIER

PLANE ON APPLICABLE STEEP

SLOPE ROOF SURFACES

METAL ROOF UNDERLAYMENT

WILL BE THE AIR BARRIER

PLANE ON APPLICABLE STEEP

SLOPE ROOF SURFACES

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FIRE PROTECTION - FIRE RESISTANT PENETRATIONS AND JOINTS SECTION

FIRE RESISTANT PENETRATIONS AND JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE 2018 IBC 1705.17

TASK INSPECTION TYPE DESCRIPTION

1. INSPECTIONS OF PENETRATION

FIRESTOP SYSTEMS CONDUCTED IN

ACCORDANCE WITH ASTM E 2174.

OBSERVE

2. INSPECTIONS OF FIRE-RESISTANT

JOINT SYSTEMS CONDUCTED IN

ACCORDANCE WITH ASTM E 2393

OBSERVE

PLUMBING/MECHANICAL/ELECTRICAL DESIGNATED SEISMIC SYSTEMS SECTION

PLUMBING, MECHANICAL AND ELECTRICAL IBC 1705.12.6

TASK INSPECTION TYPE DESCRIPTION

1. ANCHORAGE OF ELECTRICAL

EQUIPMENT FOR EMERGENCY AND

STANDBY POWER SYSTEMS

OBSERVE CHECK FOR GENERAL CONFORMANCE

2. ANCHORAGE OF ALL OTHER

ELECTRICAL EQUIPMENT IN SEISMIC

DESIGN CATEGORIES E AND F ONLY

(SEE FIRST PAGE OF THIS SCHEDULE

FOR SEISMIC DESIGN CATEGORY)

OBSERVE CHECK FOR GENERAL CONFORMANCE

3. INSTALLATION AND ANCHORAGE

OF VIBRATION ISOLATION SYSTEMS

WHERE THE CONSTRUCTION

DOCUMENTS REQUIRE A NOMINAL

CLEARANCE OF ¼” OR LESS

BETWEEN SUPPORT FRAMING AND

RESTRAINT.

OBSERVE CHECK FOR GENERAL CONFORMANCE

4. VERIFICATION OF CLEARANCE

BETWEEN FIRE SPRINKLER PIPING

AND SURROUNDING MECHANICAL

AND ELECTRICAL EQUIPMENT,

INCLUDING DUCTWORK, PIPING AND

THEIR STRUCTURAL SUPPORTS.

OBSERVE

CHECK FOR MINIMUM CLEARANCES NOTED IN ASCE7 13.2.3 OR A NOMINAL CLEARANCE OF NOT

LESS THAN 3 INCHES

*REFER TO STRUCTURAL SHEET OS-001 FOR PROJECT INFORMATION AND STRUCTURAL SPECIAL INSPECTIONS

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STRUCTURAL GENERAL NOTES:

A. GENERAL:

1. THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS BEFORE THEY ARE PROVIDED TO THE

CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTOR’S REVIEW SHALL BE

DOCUMENTED WITHIN THE SUBMITTAL. THE CONTRACTING OFFICER'S REPRESENTATIVE

RESERVES THE RIGHT TO REJECT SUBMITTALS THAT HAVE NOT BEEN FIRST REVIEWED BY THE

CONTRACTOR. THE ACCURACY AND COMPLETENESS OF THE SUBMITTALS IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR, INCLUDING ALL ERRORS AND OMISSIONS. IN ADDITION, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, AND SEQUENCING OF

CONSTRUCTION.

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE EXPERIENCED AND

QUALIFIED TO PERFORM THE TYPE OF CONSTRUCTION REQUIRED TO COMPLETE THE WORK

PRESCRIBED BY THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS WERE PREPARED AS

A COMPLETE SET OF PROJECT DRAWINGS AND SPECIFICATIONS. IT IS THE GENERAL

CONTRACTOR’S RESPONSIBILITY TO COORDINATE ALL INFORMATION PROVIDED IN THE CIVIL,

ARCHITECTURAL, INTERIOR, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION

DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS, OMISSIONS, OR DISCREPANCIES.

THIS COORDINATION SHALL BE PERFORMED BEFORE THE PROCUREMENT OF MATERIALS AND/OR

FABRICATION OF ANY PROJECT COMPONENTS.

3. WHERE SECTION IS SHOWN AND DETAILED, OTHER SECTIONS OF SIMILAR CONDITION SHALL BE

DETAILED THE SAME OR OPPOSITE HAND, WHETHER SPECIFICALLY NOTED OR NOT.

4. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE

BEGINNING CONSTRUCTION. NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE OF ANY

DISCREPANCIES.

5. COORDINATE SIZES AND LOCATIONS OF ALL FLOOR AND ROOF PENETRATIONS WITH PLUMBING, MECHANICAL, AND ARCHITECTURAL REQUIREMENTS.

6. C.O.R.'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. SUCH APPROVAL MAY ALSO BE

WITHHELD AT THE SOLE DISCRETION OF THE C.O.R.

7. THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE

FOLLOWING:

a. INTERNATIONAL BUILDING CODE, 2021 EDITION (IBC 2021).

b. AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES," 2016 EDITION (ASCE 7-16).

c. UNIFIED FACILITIES CRITERIA (UFC), "STRUCTURAL ENGINEERING," 2023 EDITION, 11 APRIL

2023, WITH CHANGE 1 2 OCTOBER 2023 (UFC 3-301-01).

8. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT

AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERAL

BRACING ARE IN PLACE.

9. DO NOT SCALE DRAWINGS, USE DIMENSIONS.

10. DESIGN LOADS USED IN THE DESIGN OF THE STRUCTURAL SYSTEMS IN THIS PROJECT ARE AS

FOLLOWS:

a. RISK CATEGORY II

b. DEAD LOAD:

ROOF (NOT INCLUDING FRAMING SELF WT.) 8 psf COLLATERAL (MEP) 20 psf ROOF ABOVE MECH ROOM 60 psf

c. LIVE LOAD:

ROOF 20 psf (REDUCIBLE) SLAB-ON-GRADE 100 psf

d. ROOF SNOW LOAD:

GROUND SNOW LOAD, pg 10 psf SNOW EXPOSURE FACTOR, Ce 1.0 IMPORTANCE FACTOR, Is 1.0 THERMAL FACTOR, Ct 1.0 FLAT ROOF SNOW LOAD, pf 7 psf

e. WIND DESIGN CRITERIA:

EXPOSURE CATEGORY C

BASIC WIND SPEED, V 117 mph (FACTORED, ULTIMATE LOAD)

91 mph (UNFACTORED, SERVICE LOAD) INTERNAL PRESSURE COEFFICIENT, GCp ± 0.18 INTERIOR LATERAL PRESSURE (PARTITIONS) 5 psf (UNFACTORED, SERVICE LOAD)

(SEE OS-004 FOR WIND LOAD DIAGRAMS)

f. SEISMIC DESIGN CRITERIA:

SPECTRAL RESPONSE ACCELERATION:

Ss (SHORT PERIOD (0.2 SECOND)) 0.428 g S1 (LONG PERIOD (1.0 SECOND)) 0.146 g SDS (SHORT PERIOD (0.2 SECOND)) 0.371 g SD1 (LONG PERIOD (1.0 SECOND)) 0.146 g

SITE CLASS C

SEISMIC DESIGN CATEGORY C

LATERAL FORCE RESISTING SYSTEM STEEL SYSTEMS NOT SPECIFICALLY DETAILED

FOR SEISMIC RESISTANCE

IMPORTANCE FACTOR, Ie 1.0

RESPONSE MODIFICATION COEFFICIENT, R 3

SEISMIC RESPONSE COEFFICIENT, Cs 0.124

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

SEISMIC BASE SHEAR, V 49 K

11. ALL VERTICAL ELEVATIONS ARE BASED ON THE CONTROL ELEVATION FROM SURVEY BY OTHERS.

1. FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED IN ACCORDANCE WITH THE

RECOMMENDATIONS IN THE GEOTECHNICAL ENGINEERING REPORT, PREPARED BY UNITED

CONSULTING DATED OCTOBER 9, 2020, AND ENTITLED "GEOTECHNICAL EXPLORATION: FORT

JACKSON - RECEPTION COMPLEX, PHASE II" (COMPANY # PONDC-20-SC-04166-01).

2. FOUNDATIONS AND EARTH RETAINING STRUCTURES HAVE BEEN DESIGNED FOR A MAXIMUM

ALLOWABLE SOIL BEARING PRESSURE OF 3000 psf. SLABS ON GRADE HAVE BEEN DESIGNED FOR

A SUBGRADE MODULUS OF 120 PCI.

3. REFER TO THE GEOTECHNICAL REPORT AND SPECIFICATION SECTION 31 00 00 FOR

REQUIREMENTS FOR REMOVAL OF UNSATISFACTORY MATERIAL UNDER FOOTINGS, SLABS, AND

FOUNDATIONS AND FOR THE BACKFILLING, COMPACTION, AND TESTING OF SATISFACTORY

MATERIAL TO REPLACE IT. REFER TO GEOTECHNICAL REPORT FOR ALL ADDITIONAL

PREPARATION REQUIREMENTS. WHERE THERE IS A CONFLICT, THE MORE STRINGENT

REQUIREMENT SHALL APPLY BETWEEN THE SPECIFICATION AND THE GEOTECHNICAL REPORT.

4. PRIOR TO PLACING FOUNDATION CONCRETE, AND AFTER COMPACTION OF SUBGRADE, ALL

FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND TESTED BY A QUALIFIED GEOTECHNICAL

TECHNICIAN. TESTING SHALL INCLUDE IN PLACE DENSITY TESTING, WHICH WILL REQUIRE

ESTABLISHING THE OPTIMUM MOISTURE CONTENT OF THE SUBGRADE. IF THE SUBGRADE HAS

LESS THAN THE STATED ALLOWABLE BEARING CAPACITY (SEE NOTE 2 ABOVE) THE WEAK

SUBGRADE SHALL BE REMOVED, RECOMPACTED, AND RETESTED UNTIL IT IS SATISFACTORY AT

NO ADDITIONAL COST TO THE GOVERNMENT. CONCRETE PLACEMENT SHALL NOT PROCEED

UNTIL THE SUBGRADE MEETS THE MINIMUM DENSITY REQUIREMENTS OF SPECIFICATION

SECTION 31 00 00 AND THE GEOTECHNICAL REPORT, WHICHEVER IS MORE STRINGENT.

5. NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST CONCRETE OR MASONRY WALLS

UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING, EITHER BY TEMPORARY

CONSTRUCTION BRACING OR BY PERMANENT CONSTRUCTION.

6. EXCAVATIONS SHALL BE ADEQUATELY PROTECTED TO PREVENT WATER ACCUMULATION. DO NOT

PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES.

B. FOUNDATION:

1. CAST-IN-PLACE CONCRETE FOR THIS PROJECT SHALL COMPLY WITH THE AMERICAN CONCRETE

INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND

COMMENTARY" ACI 318-19 AND ACI 318R-19.

2. REFERENCE PROJECT SPECIFICATION SECTION 03 30 00 "CAST-IN-PLACE CONCRETE."

3. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

4. ALL EXPOSED CONCRETE EDGES SHALL HAVE 3/4" CHAMFER, WHETHER SPECIFICALLY NOTED OR

NOT.

5. TYPICAL SLAB FINISH SHALL BE BROOM FINISH FOR EXTERIOR SLABS AND INTERIOR WET SLABS

AND STEEL TROWEL FINISH FOR INTERIOR DRY SLABS.

6. CONCRETE FORMWORK SHALL COMPLY WITH ACI 347, LATEST EDITION. CONTRACTOR SHALL BE

RESPONSIBLE FOR THE DESIGN OF ALL FORMWORK.

7. DURING AND IMMEDIATELY AFTER PLACING, CONCRETE SHALL BE THOROUGHLY COMPACTED BY

SPADING OR MECHANICAL VIBRATING TO PROVIDE DENSE CONCRETE FREE OF HONEYCOMBING.

8. DIRECTLY AFTER FORMS HAVE BEEN REMOVED, ALL EXPOSED TIE WIRES AND STAPLED ENDS

SHALL BE REMOVED FROM CONCRETE SURFACES TO BE EXPOSED. CUT TIES FLUSH WITH

FINISHED SURFACES FOR ALL OTHER CONCRETE. RUB SMOOTH OR CUT OFF FINS AND ROUGH

PLACES. REMOVE ALL LOOSE CONCRETE AND OTHER IRREGULARITIES. PATCH AND FILL VOIDS

WITH BONDING AGENT AS REQUIRED.

9. ROUGHEN ALL CONSTRUCTION JOINTS TO A MINIMUM OF 1/4" AMPLITUDE UNLESS NOTED

OTHERWISE.

10. UNLESS NOTED OTHERWISE, MAXIMUM SLUMP IS 5 INCHES.

AREA

FOUNDATIONS

SLAB-ON-GRADE

STRENGTH @ 28 DAYS AIR CONTENT MAX. W/C RATIO

3,000 psi

4,000 psi < 3%

< 6%

0.45

0.45

C. CAST-IN-PLACE CONCRETE:

SHEET NAMING CONVENTION

OS-001A

2 LETTER DISCIPLINE

DESIGNATOR,

REFERRED AS LEVEL

1 AND LEVEL 2. (IF

ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS

REPLACED WITH A

DASH "-" AS A

PLACEHOLDER)**

1 LETTER AREA

DESIGNATOR

(AREA DESIGNATOR

ONLY USED WHEN

PLANS ARE

SUBDIVIDED INTO

AREAS.)

1 DIGIT SHEET TYPE

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES

7 - VARIES

8 - VARIES

9 - 3D VIEWS

2 DIGIT SEQUENTIAL

# (01-99)

BUILDING

ABBREVIATION AS

DESCRIBED IN

THE BUILDING ID

CHART BELOW

BUILDING IDs

1 C - CIVIL SITE VOLUME

2 R RCPT RECEPTION BUILDING

3 B BCKS TRAINEE BARRACKS

4 O OPT OPTICAL LAB

5 G GSB STORAGE BUILDING

6 - - NOT USED

7 S SWSP SWING SPACE

VOLUME ABBREV. BLDG ID FULL NAME

1. ALL EXTERIOR WINDOWS AND EXTERIOR DOORS SHALL BE DESIGNED IN ACCORDANCE WITH UFC 4-010-01.

2. SEE ARCHITECTURAL DRAWINGS FOR OPENING LOCATIONS AND DIMENSIONS.

3. THE CONTRACTOR SHALL SUBMIT INFORMATION FOR ALL EXTERIOR WINDOWS AND EXTERIOR

DOORS THAT DEMONSTRATES COMPLIANCE WITH UFC 4-010-01 AND 08 DIVISON OF THE

SPECIFICATIONS. THE MORE STRINGENT REQUIREMENTS SHALL GOVERN IN THE CASE OF A

CONFLICT.

D. ANTITERRORISM AND FORCE PROTECTION (AT/FP):

4. ALL SUSPENDED UTILITIES AND OTHER FIXTURES WEIGHING 31 lbs. OR MORE SHALL BE

SUPPORTED TO RESIST FORCES OF 0.5 TIMES THE EQUIPMENT WEIGHT IN ANY HORIZONTAL

DIRECTION AND 1.5 TIMES THE EQUIPMENT WEIGHT IN THE DOWNWARD DIRECTION. THIS

REQUIREMENT DOES NOT APPLY TO DISTRIBUTION SYSTEMS SUCH AS PIPING NETWORKS OR

DUCTWORK. THIS REQUIREMENT DOES NOT PRECLUDE THE NEED TO DESIGN EQUIPMENT

SUPPORTS FOR FORCES REQUIRED BY OTHER CRITERIA, SUCH AS SEISMIC STANDARDS.

5. ALL OBSTRUCTIONS NOT IDENTIFIED WITHIN THE CONSTRUCTION DOCUMENTS THAT CAN

CONCEAL A 6" OBJECT (SUCH AS TRASH CONTAINERS) SHALL BE REMOVED FROM THE

PERIMETER OF THE BUILDING WITHIN THE UNOBSTRUCTED SPACE. REFER TO CIVIL DRAWINGS

FOR UNOBSTRUCTED SPACE REQUIREMENTS. NOTIFY CONTRACTING OFFICER PRIOR TO

REMOVING ANY EXISTING OBSTRUCTIONS NOT IDENTIFIED TO BE REMOVED ON THE CIVIL

DRAWINGS.

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1. STRUCTURAL STEEL FOR THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE

FIFTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "STEEL

CONSTRUCTION MANUAL."

2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

3. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE - STEEL," LATEST EDITION. WELD ELECTRODES SHALL BE E70XX. PROVIDE 1/4" CONTINUOUS FILLET WELDS

UNLESS NOTED OTHERWISE.

4. EXPOSED EXTERIOR METAL INCLUDING ALL EXTERIOR METAL FABRICATIONS SHALL BE SHOP FABRICATED, PRIMED, AND PAINTED IN ACCORDANCE WITH SPECIFICATION 09 90 00 "PAINTS AND

COATINGS."

COMPONENT TYPE STANDARD YIELD STRENGTH

a. STRUCTURAL STEEL WIDE FLANGE SHAPES:

c. OTHER STRUCTURAL STEEL SHAPES, PLATES, AND BARS:

b. BASE PLATES:

e. STEEL PIPE:

f. ANCHOR RODS:

ASTM A992

ASTM A36

ASTM A572

(GRADE 50)

ASTM A53

(GRADE B)

ASTM F1554

Fy = 50 ksi

Fy = 36 ksi

Fy = 50 ksi

Fy = 35 ksi

Fy = 36 ksi

F. STRUCTURAL STEEL:

d. HOLLOW STRUCTURAL SECTIONS (HSS):

ASTM A500

(GRADE B)

Fy = 46 ksi

1. DESIGN, FABRICATE, AND ERECT JOISTS IN ACCORDANCE WITH STEEL JOIST INSTITUTE,

STANDARD SPECIFICATIONS, LATEST EDITION.

2. SIZE, TYPE, AND SPACING OF JOIST BRIDGING TO BE IN ACCORDANCE WITH CURRENT STEEL JOIST INSTITUTE RECOMMENDATIONS. AS A MINIMUM, USE "X" BRIDGING BETWEEN LAST 2 JOISTS

AT EACH END.

3. NOTHING SHALL BE HUNG FROM BRIDGING OR BOTTOM CHORD JOIST EXTENSIONS. ALL

HANGERS SHALL BE FROM THE BOTTOM CHORDS AT PANEL POINTS. CONCENTRATED LOADS

GREATER THAN 50 lb PER PANEL POINT MUST BE APPROVED IN WRITING BY THE C.O.R. IN

ADVANCE.

4. ACCESSORIES AND FITTINGS, INCLUDING END SUPPORTS AND BRIDGING, SHALL BE IN

ACCORDANCE WITH THE STANDARD SPECIFICATIONS UNDER WHICH THE MEMBERS WERE

DESIGNED.

5. JOISTS AND ACCESSORIES SHALL BE SHOP PAINTED WITH A RUST-INHIBITING PRIMER PAINT.

6. STEEL JOISTS ARE DESIGNATED ON THE DRAWINGS IN ACCORDANCE WITH THE STANDARD

DESIGNATIONS OF THE STEEL JOIST INSTITUTE (SJI). JOISTS OF OTHER STANDARD

DESIGNATIONS OR WITH PROPERTIES OTHER THAN THOSE SHOWN MAY BE SUBSTITUTED FOR

THOSE DESIGNATED PROVIDED THE STRUCTURAL PROPERTIES ARE EQUAL TO OR GREATER

THAN THOSE OF THE JOISTS SHOWN AND PROVIDED ALL OTHER SPECIFIED REQUIREMENTS ARE

MET. JOISTS SHALL BE DESIGNED TO SUPPORT THE LOADS GIVEN IN THE STANDARD LOAD

TABLES OF SJI 100-2020.

7. JOIST SIZES AS LISTED ON THE STRUCTURAL DRAWINGS ARE BASED ON VERTICAL DOWNWARD LOAD CAPACITIES OF STANDARD SJI JOIST. THE JOISTS SHALL BE DESIGNED BASED ON THESE

DOWNWARD LOAD CAPACITIES IN ADDITION TO OTHER LOADS (UPLIFT, AXIAL, AND

CONCENTRATED LOADS, ETC.) INDICATED ON THE STRUCTURAL CONTRACT DOCUMENTS. SEE

OS-003 FOR ADD'L INFORMATION.

8. JOIST TOP CHORDS SHALL BE DESIGNED TO ACCOMMODATE A POINT LOAD SHIFT OF UP TO 3'-0"

IN ANY DIRECTION ALONG THE JOIST WITHOUT SUPPLEMENTAL TOP CHORD BRACING BEING

REQUIRED.

9. JOISTS SHALL BE DESIGNED TO WITHSTAND UPLIFT LOADS AS STATED ON SHEET OS-004.

10. JOIST TOP CHORD EXTENSIONS SHALL BE DESIGN FOR THE SAME ROOF LOADING AS THE JOIST.

11. STEEL JOIST FABRICATORS SHALL PROVIDE ALL ANGLE BRIDGING AND ANCHORS FOR BRIDGING.

12. ALL JOISTS SHALL HAVE MINIMUM SEAT DEPTHS AS STATED ON THE PLANS.

13. STEEL JOIST FABRICATORS SHALL SHOW ON SHOP DRAWINGS THE DISTANCE FROM THE CENTER

LINE OF THE SUPPORT TO THE FIRST PANEL POINT OF THE JOIST.

14. ALL BRACING AND BRIDGING SHALL BE COORDINATED AND PLACED IN ACCORDANCE WITH FIRE

PROTECTION SPRINKLER HEAD LOCATIONS.

15. WELD ALL BRIDGING TO BOTTOM FLANGE OF ADJACENT ROOF WF BEAMS

16. ATTACH JOISTS TO BEAMS PER JOIST MFR. THE MINIMUM DESIGN ATTACHMENT SHALL BE 2" OF

1/8" FILLET WELD EACH SIDE OF JOIST SEATS.

G. STEEL JOISTS:

1. DESIGN, FABRICATION, AND INSTALLATION OF ALL STEEL ROOF DECK SHALL BE IN ACCORDANCE

WITH AISC AND SDI SPECIFICATIONS.

2. ATTACH METAL ROOF DECK TO SUPPORTS PER

3. PROVIDE A 1 1/2" MINIMUM END BEARING FOR METAL DECK SUPPORTS.

4. INSTALL DECK IN THREE SPAN LENGTHS MINIMUM AND HAVE MIN Fy = 50 ksi.

5. STEEL ROOF DECK SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:

H. STEEL DECK:

/C7 OS-521

METAL ROOF DECK PROPERTIES

LOCATION DECK TYPE t (in)

HI ROOF 1.5B20 0.0358

Ip (in4/ft) Sp (in3/ft) In (in4/ft) Sn (in3/ft)

0.197 0.224 0.217 0.229

LO ROOF 1.5B22 0.0295 0.155 0.169 0.178 0.179

1. LIGHT-GAUGE FRAMING SHALL BE A DELEGATED DESIGN. SEE SPECIFICATION 05 40 00.

2. SIZE, STYLE, AND GAUGE OF FRAMING MEMBERS SHALL BE BASED ON STEEL STUD

MANUFACTURER'S ASSOCIATION PRODUCT TECHNICAL INFORMATION.

3. ALL LIGHT-GAUGE STRUCTURAL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION-

RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM C99 WITH A MINIMUM

YIELD STRENGTH OF 33 ksi.

4. ALL LIGHT-GAUGE MEMBERS SHALL BE GALVANIZED WITH A G60 COATING.

5. LATERAL BRACING SHALL BE INSTALLED IN ALL EXTERIOR WALLS AT 48" MAXIMUM CENTERS.

6. ALL FIELD CUTTING OF LIGHT-GAUGE MEMBERS SHALL BE COMPLETED BY SAWING OR SHEARING.

TORCH CUTTING IS NOT ACCEPTABLE.

7. STUDS OR OTHER COLD-FORMED MEMBERS SHALL NOT BE NOTCHED, COPED, OR SPLICED,

UNLESS NOTED OTHERWISE.

8. ALL STUDS SHALL BE FULLY SEATED FOR FULL END BEARING ON BOTTOM TRACK.

9. TOP TRACKS AT THE TOP OF STUDS ANCHORED TO BOTTOM SIDE OF STRUCTURAL COMPONENTS

SHALL ALLOW FOR A 1.5" VERTICAL DEFLECTION WITHOUT TRANSFERRING VERTICAL LOAD TO

STUDS.

10. EXTERIOR WALL FRAMING SHALL CONSIST OF 600S162-43 STUDS OF 43 mil (MIN.) OR 400S162-97

(MIN). CONNECTIONS SHALL BE DESIGNED FOR WIND LOADS INDICATED IN NOTE A.10.

I. LIGHT-GAUGE STEEL FRAMING:

1. QUALIFIED SPECIAL INSPECTORS SHALL BE RETAINED TO PERFORM INSPECTIONS REQUIRED BY

THE BUILDING CODE. SEE SHEETS OS-005 FOR THE SPECIAL INSPECTIONS SCHEDULES.

2. ANY FIELD OBSERVATIONS OR OTHER WORK PROGRESS REVIEW PERFORMED BY THE C.O.R.

SHALL NOT BE CONSTRUED AS A SPECIAL INSPECTION.

J. SPECIAL INSPECTIONS:

AT

ARCHITECTURAL

BUILDING

BEAM

BOTTOM

CENTERLINE

CAST-IN-PLACE

CONTROL JOINT

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

DEAD LOAD

DRAWING

DOWEL

EACH END

EACH FACE

ENGINEER OF RECORD

EDGE OF SLAB

EACH SIDE

EACH WAY

EXPANSION

FLOOR DRAIN

FOUNDATION

FLOOR PENETRATION

FINISH FLOOR

FAR SIDE

FOOTING

HOOK

HORIZONTAL

HEADED STUD

HEIGHT

HEAVY

INCH

INTERIOR

1,000 POUNDS PER SQUARE INCH

EXTERIOR

FEET

DIAMETER

ELEVATION

CLEAR

POUNDS

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MANUFACTURER

MINIMUM

MILES PER HOUR

NOT APPLICABLE

NOT IN CONTRACT

NEAR SIDE

OUT TO OUT

ON CENTER

OPENING

OPPOSITE

PLATE

PROJECTION

POST-TENSION BEAM

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REINFORCED CONCRETE BEAM

REQUIRED

SELF-DRILLING, SELF-TAPPING

SHEET METAL SCREWS

SQUARE FOOT

SIMILAR

STANDARD

STEEL

SELF-WEIGHT

TOP AND BOTTOM

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WITH

WATER TO CEMENT

WIDE FLANGE

WIND LOAD

WORKING POINT

WEIGHT

WELDED WIRE REINFORCEMENT

SQUARE

THREADED

PRE-MOLDED JOINT FILLER

REINFORCEMENT

NOT TO SCALE

ARCH

BLDG

BM

BTM.

C.L.

CIP

CJ

CLR.

CMU

COL.

CONC.

CONST.

CONT.

DIA.

D.L.

DWG.

DWL.

E.E.

E.F.

ELEV.

E.O.R.

E.O.S.

E.S.

E.W.

EXP.

EXT.

FD

FDN.

F.P.

F.F.

F.S.

FT.

FTG

HK.

HOR.

H.S.

HT.

HVY.

IN.

INT.

ksi

LBS

L.L.

LLH

LLV

MAX.

MFR.

MIN.

mph

N/A

N.I.C.

N.S.

N.T.S.

O/O

O.C.

OPN'G

OPP.

PL.

PJF

PROJ.

PTB

psf psi

RCB

REINF.

REQ'D

SDSTSMS

S.F.

SIM.

SQ.

STD.

STL.

S.W.

T&B

T/

THRD'D

TYP.

U.N.O.

VERT.

w/

W/C

WF

W.L.

W.P.

WT.

WWR

KIPSK

EQUALEQ.

EXISTINGEXIST.

BOTTOM OFB/

DEGREEDEG.

ELECTRICALELEC.

HOLLOW STRUCTURAL SECTIONHSS

MECHANICALMECH.

PRE-ENGINEERED METAL

BUILDING SYSTEM

PEMB

TOP OF STEELTOS

CONTRACTING OFFICER'S

REPRESENTATIVE

C.O.R.

DECK BEARING ELEVATIONDBE

STRUCTURAL ABBREVIATIONS

COLD FORMED METAL FRAMINGCFMF

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 SUPPLEMENT SI, GRADE 60, OF DOMESTIC

MANUFACTURER.

2. REINFORCEMENT SHALL BE FABRICATED TO SHAPES AND DIMENSIONS SHOWN AND SHALL

CONFORM TO THE REQUIREMENTS OF CRSI AND ACI 318. REINFORCEMENT SHALL BE COLD BENT

UNLESS OTHERWISE AUTHORIZED. BENDING MAY BE ACCOMPLISHED IN THE FIELD OR AT THE

MILL. BARS SHALL NOT BE FIELD BENT WITHOUT THE APPROVAL OF THE C.O.R.

3. REINFORCEMENT SHALL BE FREE FROM LOOSE RUST AND SCALE, DIRT, OIL, OR OTHER

DELETERIOUS COATING THAT COULD REDUCE BOND WITH THE CONCRETE.

4. SPLICES OF WELDED WIRE FABRIC SHALL BE MADE WITH A MINIMUM OF 8" OF OVERLAP.

5. NO SPLICES OF REBAR REINFORCEMENT SHALL BE PERMITTED EXCEPT AS DETAILED OR

AUTHORIZED. MAKE BARS CONTINUOUS AROUND CORNERS WITH CORNER BARS.

WHERE PERMITTED, TENSION AND COMPRESSION REINFORCEMENT SPLICE LENGTHS IN

CONCRETE SHALL BE PROVIDED AS FOLLOWS:

a. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE

BARS.

b. THE TABLE ABOVE IS BASED ON A CONCRETE COVER AT LEAST EQUAL TO THE BAR

DIAMETER AND A CENTER TO CENTER BAR SPACING AT LEAST EQUAL TO 3 TIMES THE BAR

DIAMETER. MULTIPLY THE ABOVE LENGTHS BY 1.5 WHERE THESE CONDITIONS DO NOT EXIST.

6. WHERE HOOKS ARE SHOWN, PROVIDE STANDARD 90 DEGREE HOOKS IN ACCORDANCE WITH

CRSI AND ACI 318, UNLESS NOTED OTHERWISE.

7. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING

FROM FOUNDATION. DOWELS SHALL HAVE STANDARD 90 DEGREE HOOKS.

8. MINIMUM CONCRETE REINFORCING COVER REQUIREMENTS:

9. ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR RODS AND WELD PLATES

SHALL BE PLACED TO PREVENT DISPLACEMENT BEYOND PERMITTED TOLERANCES.

10. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL-2004," PUBLICATION SP-66, ACI 318, AND ACI 315, OR LATEST EDITIONS.

11. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS

SHOWN ON PLANS.

12. WELDING OF REINFORCEMENT IS NOT PERMITTED.

13. ALL WELDED WIRE REINFORCING (WWR) SHALL BE CHAIRED TO THE INDICATED HEIGHTS. ALL

WWR IN SLABS-ON-GRADE SHALL BE INSTALLED IN SHEETS AND NOT IN ROLLS.

#3 #4

28"

22"

37"

29"

#5

47"

36"

#6

56"

43"

#7

81"

63"

#8

93"

72"

#9

105"

81"

#10

118"

91"

#11

131"

101"

BAR SIZE

TOP BAR SPLICE SIZE

BOTTOM BAR SPLICE SIZE

EXPOSURE

CONST.

TYPE

BAR SIZE

MINIMUM

COVER

ALLALL 3"

2"

1 1/2"

3/4"

WALLS,

SLABS

WALLS,

SLABS

#6 BAR AND

LARGER

#5 BAR AND

SMALLER

#11 BAR AND

SMALLER

FORMED CONCRETE EXPOSED

TO EARTH OR WEATHER:

FORMED CONCRETE NOT EXPOSED TO

WEATHER OR IN CONTACT WITH GROUND:

CONCRETE CAST AGAINST EARTH:

E. CONCRETE REINFORCEMENT:

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11'-9"

11'-9"

S L O

P

D

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N

14.4 psf

14.4 psf

.0 p s f

31.6 psf p s f p s f

DENOTES TRIANGULAR DRIFT LOAD OF WEIGHT AND SIZE

INDICATED.

DENOTES RECTANCULAR DRIFT LOAD OF WEIGHT AND SIZE

INDICATED.

7.0 psf

.0 p s f

7.0 psf

7.0 psf

SNOW LOADING NOTES:

1. SNOW DRIFT LOADS SHOWN ARE CONCURRENT WITH THE FLAT

ROOF SNOW LOAD INDICATED IN NOTE A.10 ON OS-001

2. A MINIMUM SNOW LOAD OF 10 PSF SHALL BE CONSIDERED

SEPARATELY FROM OTHER SNOW LOADING.

3. THE UNBALANCED SNOW LOADS SHOWN BELOW SHALL ALSO

BE CONSIDERED ON THE GABLE ROOF.

2.1 PSF

14.1 PSF

7.0 PSF

14'-9"

UNBALANCED SNOW AT DOUBLE PITCHED JOIST

SEE PLAN SEE PLAN SEE PLAN

UNIFORM

LOADING FROM

ROOF DECK

POINT LOADS

FROM 2.5K

JOISTS ON TOP

CHORD

DEAD ROOF LIVE SNOW

UNIFORM LOADING ON JOIST BETWEEN SUPPORTS

28 psf, (NOTE 5)

20 psf

UNIFORM LOADING ON JOIST EXTENSIONS

JOIST

EXTENSION

JOIST

EXTENSION

SEE PLAN SEE PLAN

2.5K JOIST EQUALLY SPACED

DEAD, ROOF LIVE, & SNOW

DL, RLL, SDL, RLL, S

WIND

(UPLIFT)

WIND

(UPLIFT)

WIND (DOWNWARD AND UPLIFT)

WIND DEAD ROOF LIVE SNOW

15 psf

(NOTE 5)

20 psf

WIND

SEE PLAN

SEE MECH. DWGS. SEE MECH. DWGS. SEE MECH. DWGS.

POINT LOADS

FROM

SUSPENDED

MECH.

EQUIPMENT

NOTES:

1. CONTRACTOR AND BAR JOIST DESIGNER SHALL BE RESPONSIBLE FOR DETERMINING DESIGN

LOADS BASED ON APPLICABLE ALL LOAD COMBINATIONS PRESCRIBED IN IBC 2018 AND ASCE 7-16.

2. UPLIFT REACTIONS OF 2.5K JOISTS RESULTING UNBALANCED GRAVITY LOADING (DEAD, ROOF

LIVE, AND SNOW) SHALL BE CONSIDERED.

3. DEAD LOAD INDICATED DOES NOT INCLUDE SELF WEIGHT OF JOISTS.

4. ROOF LIVE LOAD CAN BE REDUCED IN ACCORDANCE WITH ASCE 7-16.

5. WHEN DETERMINING NET UPLIFT ON JOISTS WITH LOAD COMBINATION 0.6D+0.6W, USE 10 psf DEAD

LOAD INSTEAD OF LOAD INDICATED IN SCHEDULE.

6. MAXIMUM OPERATING WEIGHTS OF THE SELECTED EQUIPMENT SHALL BE VERIFIED AND

COORDINATED WITH THE DESIGN WEIGHTS INDICATED BY THE CONTRACTOR. THIS SHALL BE

COMPLETED BEFORE THE PROCUREMENT OF ANY MATERIALS AND EQUIPMENT AND THE

DEVELOPMENT OR ANY SHOP DRAWINGS OR SUBMITTALS.

7. JOIST SHALL BE DESIGNED FOR MECHANICAL EQUIPMENT SHOWN ON PLAN, PLACED ± 2 FT IN

ANY DIRECTION.

SEE SEE SHEET

OS-004

SEE SEE SHEET

OS-004

JOIST LOADING SCHEDULE

/C1 OS-003 /C1 OS-003

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SCALE: N.T.S.C1

SNOW LOADING DIAGRAMS

SCALE: N.T.S.C6

JOIST LOADING DIAGRAMS

EDGE OF LOW ROOF

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AREA ≤ 10 S.F. AREA = 50 S.F. AREA = 200 S.F. 500 S.F. ≤ AREAZONE

EFFECTIVE WIND AREA

WALL COMPONENTS AND CLADDING WIND PRESSURE SCHEDULE

27.3 / -29.6 PSF 24.5 / -26.8 PSF 22.1 / -24.4 PSF 20.5 / -22.8 PSF

20.5 / -22.8 PSF 22.1/ -26.0 PSF24.5 / -30.8 PSF27.3 / -36.4 PSF

AREA ≤ 10 S.F. AREA = 50 S.F. AREA ≥ 100 S.F.ZONE

EFFECTIVE WIND AREA

16 PSF/ -33.8 PSF

16 PSF/ -39.1 PSF

2'

16 PSF/ -47.0 PSF

16 PSF/ -52.3 PSF

16 PSF/ -73.5 PSF

O V

E R

H A

N G

2 16 PSF/ -63.9 PSF

16 PSF/ -33.8 PSF

16 PSF/ -37.3 PSF

16 PSF/ -45.2 PSF

16 PSF/ -41.2 PSF

16 PSF/ -55.0 PSF

16 PSF/ -50.3 PSF

16 PSF/ -33.8 PSF

16 PSF/ -36.5 PSF

16 PSF/ -44.4 PSF

16 PSF/ -36.5 PSF

16 PSF/ -47.0 PSF

16 PSF/ -44.3 PSF

2' 16 PSF/ -76.7 PSF 16 PSF/ -60.3 PSF 16 PSF/ -53.2 PSF

3 16 PSF/ -88.9 PSF 16 PSF/ -64.9 PSF 16 PSF/ -54.6 PSF

3' 16 PSF/ -124.4 PSF 16 PSF/ -90.9 PSF 16 PSF/ -76.4 PSF

3'

ROOF COMPONENTS AND CLADDING WIND PRESSURE SCHEDULE - HI ROOF

WIND LOADING NOTES:

1. POSITIVE VALUES ACT TOWARD THE ROOF SURFACE

(COMPRESSION) AND NEGATIVE VALUES ACT AWAY FROM

THE ROOF SURFACE (UPLIFT).

2. FOR ROOF JOIST DESIGN,

NET UPLIFT = SCHEDULED VALUE + 6 psf.

3. LINEAR INTERPOLATION PERMITTED BETWEEN VALUES.

4. VALUES INDICATED IN TABLES ARE STRENGTH LOADS IN

ACCORDANCE WITH ASCE 7-16.

SEE LOW ROOF WIND LOAD DIAGRAM

2' 3'3'

SEE LOW ROOF WIND LOAD DIAGRAM

12'-0"

24'-0"

2' 2'

APPROXIMATE

LOCATION OF

OVERHANG

6'-0" AT CORNERS

NOTE:

1'

AREA ≤ 10 S.F. AREA = 50 S.F. AREA = 200 S.F. 500 S.F. ≤ AREAZONE

EFFECTIVE WIND AREA

ROOF COMPONENTS AND CLADDING WIND PRESSURE SCHEDULE - LOW ROOF

16 PSF/ -47.5 PSF

16 PSF/ -27.3 PSF

16 PSF/ -62.7 PSF

16 PSF/ -85.5 PSF

2 16 PSF/ -58.2 PSF

O V

E R

H A

N G

3 16 PSF/ -80.9 PSF

16 PSF/ -40.3 PSF

16 PSF/ -27.3 PSF

16 PSF/ -53.3 PSF

16 PSF/ -66.7 PSF

16 PSF/ -45.7 PSF

16 PSF/ -59.1 PSF

16 PSF/ -34.0 PSF

16 PSF/ -23.5 PSF

16 PSF/ -45.3 PSF

16 PSF/ -50.6 PSF

16 PSF/ -34.9 PSF

16 PSF/ -40.3 PSF

16 PSF/ -29.8 PSF

16 PSF/ -18.5 PSF

16 PSF/ -40.0 PSF

16 PSF/ -40.0 PSF

16 PSF/ -27.8 PSF

16 PSF/ -27.8 PSF

SEE HIGH ROOF WIND LOAD DIAGRAM

1' 1'1 1

33 3

APPROXIMATE LOCATION OF OVERHANG

SHEET ID

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READY TO ADVERTISE DESIGN SUBMITTAL

OPT

SCALE: N.T.S.C7

ROOF COMPONENTS AND CLADDING WIND PRESSURE

DIAGRAM & SCHEDULE - HIGH MONOSLOPE ROOF

SCALE: N.T.S.A1

WALL COMPONENTS AND CLADDING

WIND PRESSURE DIAGRAM & SCHEDULE- GABLE ROOF

SCALE: N.T.S.C3

ROOF COMPONENTS AND CLADDING WIND PRESSURE

DIAGRAM & SCHEDULE - LOW GABLE ROOF

M A

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D E

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SkullyD Snapshot

1705.2.1 STEEL CONSTRUCTION

MATERIAL / ACTIVITY SERVICE EXTENT

1.

2.

3.

a.

b.

c.

d.

1.)

2.)

3.)

4.)

b.

1.)

a.)

b.)

c.)

d.)

2.)

c.

5.

FABRICATOR AND ERECTOR DOCUMENTS (VERIFY

REPORTS AND CERTIFICATES AS LISTED IN AISC 360,

SECTION N 3.2 FOR COMPLIANCE WITH CONSTRUCTION

DOCUMENTS)

MATERIAL VERIFICATION OF STRUCTURAL STEEL

STRUCTURAL STEEL WELDING:

a.

INSPECTION TASKS PRIOR TO BOLTING (OBSERVE,

OR PERFORM TASKS FOR EACH BOLTED

CONNECTION, IN ACCORDANCE WITH QA TASKS

LISTED IN AISC 360, TABLE N5.6-1)

NONDESTRUCTIVE TESTING (NDT) OF WELDED

JOINTS: SEE COMMENTARY

COMPLETE PENETRATION GROOVE WELDS 5/16"

OR GREATER IN RISK CATEGORY III OR IV

WELDED JOINTS SUBJECT TO FATIGUE WHEN

REQUIRED BY AISC 360, APPENDIX 3 TABLE

A-3.1

FABRICATOR'S NDT REPORTS WHEN

FABRICATOR PERFORMS NDT

STRUCTURAL STEEL BOLTING:

INSPECTION TASKS DURING BOLTING (OBSERVE

THE QA TASKS LISTED IN AISC 360, TABLE N5.6-2)

PRE-TENSIONED AND SLIP-CRITICAL JOINTS

TURN-OF-NUT WITH MATCHING MARKINGS

DIRECT TENSION INDICATOR

TWIST-OFF TYPE TENSION CONTROL BOLT

TURN-OF-NUT WITHOUT MATCHING

MARKINGS

INSPECTION TASKS PRIOR TO WELDING (OBSERVE,

OR PERFORM FOR EACH WELDED JOINT OR

MEMBER, THE QA TASKS LISTED IN AISC 360, TABLE

N5.4-1)

INSPECTION TASKS DURING WELDING (OBSERVE, OR

PERFORM FOR EACH WELDED JOINT OR MEMBER,

THE QA TASKS LISTED IN AISC 360, TABLE N5.4-2)

INSPECTION TASKS AFTER WELDING (OBSERVE,

OR PERFORM FOR EACH WELDED JOINT OR

MEMBER, THE QA TASKS LISTED IN AISC 360, TABLE

N5.4-3)

COMPLETE PENETRATION GROOVE WELDS

5/16" OR GREATER IN RISK CATEGORY II

e.) CALIBRATED WRENCH

SNUG-TIGHT JOINTS

INSPECTION TASKS AFTER BOLTING (PERFORM

TASKS FOR EACH BOLTED CONNECTION IN

ACCORDANCE WITH QA TASKS LISTED IN AISC 360,

TABLE N5.6-3)

VISUAL INSPECTION OF EXPOSED CUT SURFACES OF

GALVANIZED STRUCTURAL STEEL MAIN MEMBERS AND

EXPOSED CORNERS OF THE RECTANGULAR HSS FOR

CRACKS SUBSEQUENT TO GALVANIZING.

SUBMITTAL

REVIEW

EACH SUBMITTAL

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

CONTINUOUS

CONTINUOUS

EACH SUBMITTAL

OBSERVE

OBSERVE

PERFORM

OBSERVE OR

PERFORM AS

NOTED

OBSERVE OR

PERFORM AS

NOTED

OBSERVE OR

PERFORM AS

NOTED

VERIFY REPORTS

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

SHOP OR FIELD

INSPECTION

SHOP OR FIELD

ULTRASONIC

TESTING - 100%

SHOP OR FIELD

ULTRASONIC

TESTING - 10% OF

WELDS MINIMUM

SHOP OR FIELD

RADIOGRAPHIC

OR ULTRASONIC

TESTING

PERIODIC

4.

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

PERIODIC

PERIODIC

PERIODIC

6. EMBEDMENTS (VERIFY DIAMETER, GRADE, TYPE,

LENGTH, EMBEDMENT. SEE 1705.3 FOR ANCHORS).

FIELD

INSPECTION

PERIODIC

7. VERIFY MEMBER LOCATIONS, BRACES, STIFFENERS,

AND APPLICATION OF JOINT DETAILS AT EACH

CONNECTION COMPLY WITH CONSTRUCTION

DOCUMENTS.

FIELD

INSPECTION

PERIODIC

1705.2.2 COLD-FORMED STEEL DECK

MATERIAL / ACTIVITY SERVICE EXTENT

1. MANUFACTURER DOCUMENTS (VERIFY REPORTS AND

CERTIFICATES AS LISTED IN SDI QA/QC, SECTION 2,

PARAGRAPHS 2.1 AND 2.2 FOR COMPLIANCE WITH

CONSTRUCTION DOCUMENTS)

2.

a.

MATERIAL VERIFICATION OF STEEL DECK,

MECHANICAL FASTENERS AND WELDING

MATERIALS

INSPECTION TASKS PRIOR TO DECK

PLACEMENT (PERFORM THE QA TASKS

LISTED IN SDI QA/QC, APPENDIX 1 TABLE 1.1)

SUBMITTAL

REVIEW

EACH SUBMITTAL

SHOP AND FIELD

INSPECTION

PERIODIC

3. COLD-FORMED STEEL DECK PLACEMENT: SHOP AND FIELD

INSPECTION

PERFORM

b. INSPECTION TASKS AFTER DECK

PLACEMENT (PERFORM THE QA TASKS

LISTED IN SDI QA/QC, APPENDIX 1 TABLE 1.2)

PERFORM

a. INSPECTION TASKS PRIOR TO WELDING

(OBSERVE THE QA TASKS LISTED IN SDI

QA/QC, APPENDIX 1 TABLE 1.3)

4. COLD-FORMED STEEL DECK WELDING: SHOP AND FIELD

INSPECTION

OBSERVE

b. INSPECTION TASKS DURING WELDING

(OBSERVE THE QA TASKS LISTED IN SDI

QA/QC, APPENDIX 1 TABLE 1.4)

OBSERVE

c. INSPECTION TASKS AFTER WELDING

(PERFORM THE QA TASKS LISTED IN SDI

QA/QC, APPENDIX 1 TABLE 1.5)

PERFORM

a. INSPECTION TASKS PRIOR TO MECHANICAL

FASTENING (OBSERVE THE QA TASKS

LISTED IN SDI QA/QC, APPENDIX 1 TABLE 1.6)

5. COLD-FORMED STEEL DECK MECHANICAL

FASTENING:

SHOP AND FIELD

INSPECTION

OBSERVE

b. INSPECTION TASKS DURING MECHANICAL

FASTENING (OBSERVE THE QA TASKS

LISTED IN SDI QA/QC, APPENDIX 1 TABLE 1.7)

OBSERVE

c. INSPECTION…