20150330_r4d_permit set

EGRESS WIDTH PER OCCUPANT CALCULATIONS (FULLY SPRINKLERED)

FULL FLOOR TENANT Based Upon the 2012 IBC Code

Sections 1005.3.1 and 1005.3.2

STAIR DOOR WIDTH STAIR WIDTH

INCHES / RATIO INCHES / RATIO

EXIT #1: 34 0.15 227 STAIR #1: 44 0.2 220

EXIT #2: 34 0.15 227 STAIR #2: 44 0.2 220

TOTAL ALLOWED = 453 TOTAL ALLOWED = 440

OCCUPANCY LOAD CALCULATIONS:

Based upon the 2012 IBC Table 1004.1.2

Floor Area of Tenant Space: Square Footage

Total Floor Area: 22965 GSF

Vertical Penetration: 1122 USF

Mechanical/ Electrical: 337 USF

Total Usable Tenant Space: 20475 USF

Occupant Load

USF / RATIO = TOTAL OCCUPANCY

BUSINESS AREAS: 18128 100 182

CONFERENCE/ ASSEMBLY AREAS: 1729 15 116

STORAGE: 618 300 3

LIBRARY/Exercise: 0 50 0

CLASSROOM: 0 20 0

TOTAL TENANT OCCUPANCY = 301

1ST FLOOR MINIMUM NUMBER OF PLUMBING FACILITIES - Table 2902.1

TYPE OF

OCCUPANCY

OCCUPANT LOAD

(PER

MALE/FEMALE)

WATER CLOSETS

LAVATORIES

DRINKING

FOUNTAINS

(URINAL SEE SECTION

419.2)

MALE FEMALE MALE FEMALE

BUSINESS 91 2.820 2.820 2.138 2.138 0.056

1 PER 25 FOR THE FIRST 50;

1 PER 50 THEREAFTER

1 PER 40 FOR

FIRST 80; 1 PER 80

THEREAFTER

1 PER 100

STORAGE 2 0.020 0.020 0.020 0.020 0.004

1 PER 100 1 PER 100

1 PER 1000

ASSEMBLY 58 0.464 0.892 0.290 0.290 0.232

1 PER 125 1 PER 65 1 PER 200

1 PER 500

MECHANICAL 2 0.020 0.020 0.020 0.020 0.004

1 PER 100 1 PER 100

1 PER 1000

TOTAL

REQUIRED

306 3.3240 3.7523 2.4675 2.4675 0.2964

TOTAL

PROVIDED

4 4 3 4 2

*Note: Male WC count reduced/modified by Urinal Count (replacing no more than

1

2

of required WC)

215'-4"

/ 3 = 7

2'-0"

38'-3" / 3 = 13'-0" 26'-3

"

58'-5"

Drawing Scale

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CLIENT

CONSULTANTS

SHEET NAME

FILE INFORMATION

Project No:Drawn By:Checked By:Date:

MEP Engineer:

1412 E

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ashington, D

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Tel 2

02.621.1000

Fax 2

02.621.1001

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1111 19th STREET7th FLOORWASHINGTON, D.C. 20036

GPI Greenman-Pedersen, Inc.530 Gaither Road, Suite 100Rockville, MD 20850Ph: 240.268.1820Fax: 240.268.1821

DOOR TYPE D3 DOOR TYPE D4

DOOR TYPE D5

DOOR TYPE D6

DOOR TYPE D7

MODERNFOLD OPERABLE PARTITIONS AT LARGE CONFERENCE - SEE SHEET A0.3 AND A0.4 FOR MORE INFORMATION

DOOR TYPE D1

DOOR TYPE D2

ALUMINUM FRAME @ JAMB

3" = 1'-0"

J1

ALUMINUM FRAME @ JAMB

3" = 1'-0"

J2

CARPET TO LINOLEUM

3" = 1'-0"

T3

CARPET TO CARPET

3" = 1'-0"

T1

CARPET TO WOOD

3" = 1'-0"

T2

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J3

EZYJAMB FRAME @ JAMB

3" = 1'-0"

POCKET DOOR @ HEAD

3" = 1'-0"

H4

POCKET DOOR @ JAMB

3" = 1'-0"

J4

THERMOSTAT

LIGHT SWITCH AND PUSH BUTTON

STROBE AND SECURITY OUTLET BOXES

(MEASURE TO BOTTOM OF FIXTURE)

ALIGN

ELECTRICAL OUTLET

TELEPHONE / DATA OUTLET

CO2 SENSORS

CARD READER

COAT HOOK

A DORMA Group Company

WARNING!!!

#17G SWITCH REQUIRED!

STANDARD #17 SWITCH

WILL NOT WORK!

PLEASE CHECK SWITCH TYPE.

362SR-D

RS

PANEL LAYOUT

OP-01

LARGE CONF. ROOM


362SR-D

RS

PANEL LAYOUT

OP-01

LARGE CONF. ROOM

WARNING!!!

#17G SWITCH REQUIRED!

STANDARD #17 SWITCH

WILL NOT WORK!

PLEASE CHECK SWITCH TYPE.

Drawing Scale

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G1

BUTT GLAZING JOINT

6" = 1'-0"

G2

GLAZING JAMB

6" = 1'-0"

G3

GLAZING AT HEAD

3" = 1'-0"

G4

FULL HEIGHT GLAZING AT BASE

3" = 1'-0"

NOTES:

STROBES, LIGHT SWITCHES, AND ETC. DEVICES TO ALIGN AS SHOWN.

ALL ADJACENT DEVICES TO BE GANGED UNDER THE SAME COVERPLATE WHENEVER

FEASIBLE.

GENERAL CONTRACTOR SHALL BE REQUIRED TO RELOCATE ITEMS AT NO ADDITIONAL COST

TO TENANT, ARCHITECT OR BUILDING OWNER.

ALL DEVICES AND COVERPLATES TO BE WHITE UNLESS NOTED OTHERWISE. COVERPLATES

FOR ALL DEVICES MOUNTED IN MILLWORK, TILE, OR OTHER SPECIALTY FINISHES TO BE

STAINLESS OR ALUMINUM. SEE ARCHITECTURAL AND MEP PLANS FOR FURTHER

INFORMATION.

MOUNT COAT HOOK ON WALL WHERE GLASS LITES IN DOORS PROHIBIT INSTALLATION OF

COAT HOOKS ON DOOR. LOCATE COAT HOOK IN FIELD WITH ARCHITECT.


PANEL PLAN




PLAN VIEW

ELEVATION

NOTES:

NOTES:

BRACKETS IN STACK:

BRACKETS IN RUN:

BRACKET REQUIREMENTS (EXCEPT AS NOTED):

HEAVY DUTY

HEAVY DUTY

HINGED JAMB HINGED JAMBHINGED CENTER PANEL

TYPE III

POCKET DOOR

OP-02

SMALL CONF ROOMS

PANEL ELEVATION - SIDE "L"

ACO

USTI-SEAL EN

CO

RE - PAIRED

PAN

EL

PANEL ELEVATION

OP-02

SMALL CONF ROOMS

SOSS HINGE PANEL JOINT JAMB

EXPANDABLE PANEL W/ JAMB

VERTICAL SECTION

ACO

USTI-SEAL EN

CO

RE - PAIRED

PAN

EL

DETAIL SHEET

OP-02

SMALL CONF ROOMS

ARCHITECT / GENERAL CONTRACTOR NOTES

ACO

USTI-SEAL EN

CO

RE - PAIRED

PAN

EL

PANEL LAYOUT

OP-02

SMALL CONF ROOMS

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(REFER TO SHEET A0.2 FOR PARTITION TYPES)

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1 DEMOLITION PLAN1/8" = 1'-0"

(REFER TO SHEET A0.0 FOR PROJECT SYMBOLS, ABBREVIATIONS, AND BUILDING INFORMATION)

(REFER TO SHEET A0.3 FOR PARTITION TYPES)

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1 CONSTRUCTION PLAN1/8" = 1'-0"

AV

AV

BF BFBF

BF

BF BF

BF BF

BFBF

BF BF

BF

BF

BF BF

BF

AVAV

BF BF

BF BF

BF BF BF BF BF BF BF

BF

AVAV

AV

AV

AV

AV

AV

AV

AV

CR

J

CR

AV

BF

BF

APPLIANCE, EQUIP, AND PLUMBING FIXTURE SCHEDULE

SYMBOL DESCRIPTION MANUFACTURER FINISH CATALOG NUMBER REMARKS

REFRIGERATOR- FREEZER

FRIGIDAIRE

GALLERY

STAINLESS STEEL FGHF2366PF

23 CU. FT.

COUNTER DEPTH

UNDER-COUNTER REFRIGERATOR

SUMMIT

APPLIANCE

STAINLESS STEEL FF433ESSSADA ENERGY STAR

MICROWAVE GE STAINLESS STEEL PEB2060SMSS

DISHWASHER ASKO STAINLESS STEEL D5624XXLS ENERGY STAR

3/4 HP GARBAGE DISPOSAL LG

SINK ELKAY STAINLESS STEEL ELUHAD2115

FAUCET KOHLER CHROME K-6331

COFFEE MAKER -- -- PROVIDED BY TENANT

GC TO PROVIDE

WATER LIINE

ICE MAKER HOSHIZAKI STAINLESS STEEL C-101BAH-AD ENERGY STAR

WATER FILTRATION -- PROVIDED BY TENANT

GC TO PROVIDE

WATER LIINE

COPIER --

WALL MOUNTED TV -- PROVIDED BY VENDOR

AV RACK -- PROVIDED BY VENDOR

DESKTOP PRINTER -- PROVIDED BY TENANT

SECURITY CAMERA -- PROVIDED BY VENDOR

MOTORIZED PROJECTOR SCREEN -- PROVIDED BY VENDOR

CEILING MOUNTED PROJECTOR -- PROVIDED BY VENDOR

MOTORIZED MECHA-SHADE BLINDS -- PROVIDED BY VENDOR

CAMERA -- PROVIDED BY VENDOR

REMARKS/ NOTES:

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1 POWER AND SIGNAL PLAN1/8" = 1'-0"

TYPE DESCRIPTION LAMP MANUFACTURER FIXTURE NAME CATALOG # NOTES

A 2X2 RECESSED LENSED T8 FOCAL POINT LUNA 2X2 FLU-22-B-2-BX40-E-120-G-PS-WH

ALL DAYLIGHTHARVESTING

FIXTURES 15'-0"FROM THE

PERIMETER TO BEDIMMABLE

B 8' LINEAR TECHZONE FOCAL POINT SEEM 4 FSM4L-FL-375LF-35K-LD1-WH-8'

C 16' LINEAR TECHZONE FOCAL POINT SEEM 4 FSM4L-FL-375LF-35K-LD1-WH-4'

D 4" ROUND DOWNLIGHT FOCAL POINT 4.5" APERTURE id FL4D-15LED-L35-RO-T-L4-RO-CDDIMMABLE ATRECEPTION

E 10' LINEAR LIGHT FOCAL POINT SEEM 4 FSM4L-FL-375LF-35K-LD1-WH-10'

F 12' LINEAR LIGHT FOCAL POINT SEEM 4 FSM4L-FL-375LF-35K-LD1-WH-6'

G UNDERCABINET LIGHT LUMENSPULSE UDERCABINETTASK LIGHTLUCRO-24V-PERPLAN-30K

-FR-WH

H PENDANT USA LUMINATION NANOLED NXTPENDANTLNRP3-9020-M2-10-10-35K

S-50-SOCC-SM-VOLTS NON-DIMMABLE

I 4" ROUND WALL WASHER ZUMTOBEL BASYS CFL 4" BR4DCFL_FIF_330_VER_13W_DL

SUBSTITUTIONS TO ANY LIGHT FIXTURES ARE SUBJECT TO THE TENANT ARCHITECT'S WRITTEN APPROVAL, AND SHOULD BE EQUAL IN APPEARANCE,FUNCTION, VOLTAGE, DIMMING, QUALITY OF CONSTRUCTION, ETC. TO THOSE LISTED IN THE SCHEDULE ABOVE. SUBSTITUTIONS TO ANY FIXTURES

WILL NOT BE CONSIDERED ANY LATER THAN 5 BUSINESS DAYS PRIOR TO THE BID DUE DATE. SEE SPECIFICATIONS FOR SUBSTITUTION PROCEDUREREQUIREMENTS. SUBSTITUTIONS WITHOUT THE TENANT ARCHITECT'S WRITTEN APPROVAL ARE NOT PERMITTED.

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1 REFLECTED CEILING PLAN1/8" = 1'-0"

FINISH SCHEDULE

TAG MATERIAL MANUFACTURER MODEL NO. COLOR REMARKS NOTES

B1RUBBER BASE

B2WOOD BASE

C1CARPET

C2CARPET

C3CARPET

C4 CARPET

G1GROUT

GL1

BACK PAINTED

GLASS

P1PAINT

P2PAINT

P3 PAINT

P4PAINT

PL1

PLASTIC

LAMINATE

PL2

PLASTIC

LAMINATE

PL3

PLASTIC

LAMINATE

PL4

PLASTIC

LAMINATE

PL5

PLASTIC

LAMINATE

TP1TACK PANEL

VCT1

RESILIENT

FLOORING

VCT2

RESILIENT

FLOORING

WD1WOOD FLOOR

WF1WINDOW FILM

SEE SPECIFICATIONS SHEETS FOR ADDITIONAL MATERIALS; SPECIFICATION REQUIREMENTS; AND SUSTAINABLE REQUIREMENTS

MANUFACTURER'S REPRESENTATIVES:

CARPETING

CONTACT: Robin Wasserman - [email protected]

WOOD FLOOR

CONTACT: Hertog - [email protected]

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1 FINISH PLAN1/8" = 1'-0"

ELEVATORS ELEVATION3/8" = 1'-0"1

ELEVATORS ELEVATION3/8" = 1'-0"2

ENTRANCE3/8" = 1'-0"3

ENTRANCE3/8" = 1'-0"4

FEATURE WALL / CONF. 705A-B3/8" = 1'-0"5

MEDIUM CONFERENCE3/8" = 1'-0"6

COFFEE BAR & DISPLAY 7133/8" = 1'-0"8 GRAPHIC WALL - RECEPTION3/8" = 1'-0"7

OFFICE STORE FRONT - TYP3/8" = 1'-0"9

REFRIGERATORFRIGIDAIRE - FGHN2844L F

BY GC

STAFF BREAKROOM 7173/8" = 1'-0"10

STAFF BREAKROOM 7173/8" = 1'-0"11

FEATURE WALL - LOUNGE3/8" = 1'-0"12

Drawing Scale

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LARGE CONF.3/8" = 1'-0"LARGE CONF. SEE DETAILS ON A0.33/8" = 1'-0"2 BENCH - LOUNGE 7183/8" = 1'-0"1

LARGE CONF.3/8" = 1'-0"LARGE CONF. AV WALL3/8" = 1'-0"3MOTHERS ROOM 7323/8" = 1'-0"4

PRINT / COPY 7403/8" = 1'-0"5

PRINT / COPY 7553/8" = 1'-0"6

EXEC. AREA 7573/8" = 1'-0"7

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MEP Engineer:

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1

9 SECTION AT REFRIGERATOR WITH CABINET ABOVE1 1/2" = 1'-0" 8SECTION AT MICROWAVE TOWER W/ TRASH1 1/2" = 1'-0" 6

SECTION AT UPPER CABINETS 1 1/2" = 1'-0"

COAT ROD AND SHELF DETAIL1 1/2" = 1'-0"14

7 UNDERCOUNTER ADA REFRIDGERATOR DETAIL1 1/2" = 1'-0"

13 ADJUSTABLE KV SHELVING TYP. 507C, 526B, 526C1 1/2" = 1'-0"

2 SECTION AT BASE CABINET WITH PULLOUT1 1/2" = 1'-0"3 SECTION AT SINK BASE CABINET1 1/2" = 1'-0"SECTION AT COUNTER WITH APPLIANCE1 1/2" = 1'-0"45

SECTION AT DRAWER CABINET1 1/2" = 1'-0"

SECTION AT BASE CABINET WITH DOOR1 1/2" = 1'-0"

10 SECTION AT REFRIGERATOR WITH CABINET ABOVE1 1/2" = 1'-0"

12 SECTION AT CONF. ROOM AV CABINET1 1/2" = 1'-0" 11BASE CABINET DRAWER W/PLAM TOP DETAIL1 1/2" = 1'-0"

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1 ACT TO GYP CEILING DETAIL3" = 1'-0"2GYP BULKHEAD TO ACT - CONFERENCE DETAIL3" = 1'-0"3

GYP. SOFFIT TO GYP. CEILING DETAIL3" = 1'-0"4

SECTION DETAIL AT MECHANICAL SHADE: CONFERENCE ROOM3" = 1'-0"

6 GYP TO GYP3" = 1'-0"7DETAIL AT ACT CEILING AND EXPOSED CEILING3" = 1'-0"9

DETAIL AT TECHZONE CEILING3" = 1'-0" 8

DETAIL AT GYP CEILING AND EXPOSED CEILING3" = 1'-0"

5 PANTRY BANQUETTE DETAIL1 1/2" = 1'-0"

10 DETAIL AT MULLION3" = 1'-0"12DETAIL SECTION VIEW @ TYP. SHELF ASSEMBLY1 1/2" = 1'-0" 11

SHELF - SECTION VIEW1 1/2" = 1'-0"

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1412

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2014 OTJ Architects, Inc.


C

B

A

1 2 3 4

NEW FRAMEDGLASS OPERABLEPARTITION

COLUMNCOLUMN

COLUMN COLUMN

SMALLCONFERENCE

PARTITIONSTACK AREA

1'-6"

3'-0"

TYP.

(U.N

.O.)

INDICATES NEWHANGER RODS *TYP,)

6"MIN.

INDICATES EXISTINGCONC. COL. (TYP.)

1'-6"3'-0"3'-0"3'-0"VIF.6"6"

INDICATESNEW HANGERRODS (TYP.)NEW OPERABLE

PARTITION

EXISTING PT BEAM(SEE NOTES)

1'-6"

L2x2x14 AT EACHEND OF CONT. PL

PARTITIONSTACK AREA

1'-6"

WIDTH OF EXISTP.T. BEAM (SEE"POST INSTALLEDANCHOR" NOTE-1THIS SHEET )

SMALLCONFERENCE

LARGECONFERENCE LOUNGE

NEW OPERABLEPARTITION

SIM.

719 718

706-A

706-B

NTS2

S1.0SECTION - FOLDING PARTITION SUPPORT

L4x4x14x0'-8"

L2x2x14 BRACE, SEE PLAN

PL 5 8"x11" WIDECONT, SEE PLAN

B/ (E) 8TH FLCONC SLAB

A325 3 4PL 5/8"x4x0'-8" LG

VERI

FYw/

ARC

H

A325 3 4(UNO ON PLAN)

CEILING MOUNT KIT. HGR BY MFRCOORD EL w/ ARCH

11

6" MIN COOKDINHTETHIS DIMENSIONw/ ATCH

SCALE AT FULL SIZE 3 4"=1'-0"

1' 0 1' 2' 3'3

S1.0SECTION

(2) HILTI KWIK BOLT TZ CS1

21

4" EMBED

L4x4x14x0'-8"

L2x2x14 BRACE,SEE PLAN

6"MIN

B/ (E) 8TH FLCONC SLAB

A325 3 4

8"MIN

A325 3 4

(2) 3 8COUPLED w/ 12BOLTS TZ CS w/ 3 14"EMBED, TYP. SEE PLANFOR SPCG

CEILING MOUNT KIT. HGRBY MFR COORD EL w/ ARCH

11

TYP

PL 5 8"x11" WIDECONT, SEE PLAN

L2x2x14 BRACE,SEE PLAN

S1.0

NEW FOLDINGPARTITIONSUPPORT

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R4D PARTITION1111 19th Street, NWSte. 200Washington, DC 20036

14

12

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MEP Engineer:GHT LIMITED1110 N GLEBE RD, #300ARLINGTON, VA 22201Ph: 703.243.1200

SCALE AT FULL SIZE 14"=1'-0"

4' 0 4' 8'1

S1.0PARTIAL 7TH FLOOR PLAN

GENERAL1. The applicable building code is 2012 IBC.2. Contractor is solely responsible for means and methods during the course of the work. Do not

damage or endanger the structural integrity of the Work or Existing Structure.3. Use architectural drawings and drawings of other trades in conjunction with the structural drawings

to properly perform the work.4. Contractor is responsible for coordinating between trades.5. Do not scale drawings.6. Field dimensions

A. Verify all dimensions and accurately locate all existing columns, beams and other structuralmembers before beginning work or preparing shop drawings.

EXISTING BUILDING/STRUCTURE NOTES11. Utmost care shall be exercised at all times when working on existing structural members to avoid

impairing the carrying capacity of the existing structure.A. Should the Architect or Engineer determine that the carrying capacity of the existing structure

has been impaired by, or as a result of, the operations of the Contractor, or is otherwise not inconformance with the contract documents, appropriate remedial work shall be required.

B. Any damage resulting from the operations of the Contractor shall be repaired as directed by theOwner's representative at no additional cost to the Owner.

2. Notify Architect and Engineer before cutting or removal of any part of the existing structure notindicated to be modified or demolished.

STRUCTURAL STEEL1.

2. Structural steel design is based on the Allowable Strength Design (ASD) and Load and ResistanceFactor Design (LRFD) methodology. All loads shown on drawings are unfactored (service) loads,unless noted otherwise.

3. The structural steel detailer shall develop all elevations, plans, and sections without reproducingsame from the design drawings. Detailer shall adequately cross reference the structural drawings tothe satisfaction of the engineer. All shop drawings shall be submitted for review and reviewcomments incorporated prior to fabrication.

4. Materials shall conform to the following:ASTM A36 Rods, angles and platesASTM A992 W and WT shapesASTM A325 High strength boltsAWS A5.1 E70XX Welding electrodesASTM A36 All other structural shapes

5. Connections:A. Provide minimum weld sizes in accordance with AISC 360 Specification for Structural Steel

Buildings.B. Electrodes shall be suited to grade and weldability of base metal.C. Use AWS certified welders for structural welding.D. Field cutting or burning of structural steel is prohibited.E. See architectural drawings for additional steel not shown on structural drawings.F. Where plates, angles or other miscellaneous members require welding (either field or shop) or

slip-critical connections, mask connection surfaces prior to shop priming and touch-up withprimer after completing connection.

G. Provide adjustable connections for all members designated as AESS to facilitate adjustment toachieve the specified tolerance.

POST-INSTALLED ANCHORS1. Utmost care shall be exercised when drilling for the anchor installation to avoid impairing the

tendons or any other reinforcement of the existing concrete slab. Do not drill the existing concretebeam for any reason. Contractor shall conduct non-destructive testing of slab affected by the newwork, to locate such reinforcement prior to drilling for anchor installation or performing any coredrilling. Existing reinforcement shall not be cut, notched or otherwise compromised during thecourse of the work.

2. Contractor shall be solely responsible for means and methods during the course of the work. Do notdamage or endanger the structural integrity of the existing structure.

3. Drill and install post-installed anchors according to manufacturer's printed installation instructionsand per manufacturer's on-site training.

4. All post-installed anchors shall meet ICC-es compliance for each type of application.5. Expansion anchors in concrete shall be hilti kwik bolt TZ, or approved equal.6. Provide standard AISC holes in all steel members receiving post-installed anchors. If oversized

holes are provided to ease installation of the anchors, a plate washer (1/4"x2"x2") with an AISCstandard hole shall be installed and 1/8" fillet welded (all around) to the member.

7. Testing: 10% of each type and size of drilled-in anchor shall be proof loaded by the independenttesting laboratory. Adhesive anchors and capsule anchors shall not be torque tested unlessotherwise directed by the engineer. If any of the tested anchors fail to achieve the specified torqueor proof load within the limits as defined in the drawings, all anchors of the same diameter and typeas the failed anchors shall be tested, unless otherwise instructed by the engineer.A. Perform tension testing in accordance with ASTM E488.B. Apply torque with a calibrated torque wrench.

GENERAL NOTES:

1. ANALYSIS PROCEDURE PER ASCE 7-10 APPENDIX 11B.3, SEISMIC REQUIREMENTS FOR NEW STRUCTURES DOES NOT APPLY

*PER GENERAL NOTES ON SHEET S1AND PLAN NOTES ON SHEETS S7FROM STRUCTURAL DRAWINGSSUBMISSION "CONSTRUCTION -MKJ" DATED APRIL 13, 1972 BYMICHAEL K. JOHNS

2. THE USE FOR THIS SPACE IS EXISTINGOFFICE. PER CURRENT ASCE 7, THE OFFICE LIVELOAD IS 50 PSF. WE HAVE REVIEWED THE EXISTINGFRAMING BASED ON THE DRAWINGS PRODUCED BYMICHAEL K. JOHNS DATED APRIL 13, 1972 AND CERTIFY THAT THE EXISTING FRAMING TO BE SUFFICIENT FOR PROPOSED WORK.

C 2015 KEAST & HOOD CO.

STRUCTURAL TESTING & INSPECTION PROGRAM NOTES:

1. THE INTENTION OF THIS TABLE IS TO IDENTIFY THE CONSTRUCTION REQUIRING SPECIAL INSPECTION AS REQUIRED BY THE 2012INTERNATIONAL BUILDING CODE (IBC). EACH SPECIAL INSPECTOR IS RESPONSIBLE FOR JOB SPECIFIC ITEMS AS DEFINED INCHAPTER 17 OF THE IBC (AND IN ACCORDANCE WITH THE SPECIFICATIONS).

2. INSPECTIONS OF FABRICATORS IS NOT REQUIRED IF THE FABRICATOR IS APPROVED IN ACCORDANCE TO IBC SECTION 1704.2.5AND CERTIFIES COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

3. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIALINSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THEMATERIAL SAMPLING AND TESTING SECTION OF THE PROJECT SPECIFICATIONS AND THE GENERAL NOTES. THE TESTINGAGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ENGINEER,CONTRACTOR AND BUILDING OFFICIAL. ANY CONSTRUCTION WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS AND IBCREQUIREMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND THEENGINEER IF UNCORRECTED. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNEDCOMPONENTS.

4. FREQUENCY OF INSPECTIONS

A. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR SHALL BE ON SITE AT ALL TIMES OBSERVING THEWORK REQUIRING SPECIAL INSPECTION. FOR STRUCTURAL STEEL, INSPECTION TASK MUST BE COMPLETED FOR EACHMEMBER OR CONNECTION.

B. PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT THE TIME INTERVALS NECESSARYTO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTIONS IS IN COMPLIANCE. OPERATIONS NEED NOT BE DELAYEDPENDING THESE INSPECTIONS.

5. ALL WELDS SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING INSPECTOR. ALL PROVISIONS OF AWS D1.1/D1.1M"STRUCTURAL WELDING CODE - STEEL" SHALL APPLY TO STEEL CONSTRUCTION. NON-DESTRUCTIVE TESTING OF WELDEDJOINTS SHALL BE IN ACCORDANCE WITH AISC 360 SECTION N5.

SPECIAL INSPECTIONS PROGRAM - STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC2012 IBC

REFERENCESECTION

REFERENCESTANDARD COMMENTS

GENERAL INSPECTION OF FABRICATORS X 1704.2.5 SEE NOTE 2.

SPECIAL INSPECTIONS PROGRAM - STRUCTURAL STEEL (AISC 360 CHAPTER N)

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC2012 IBC

REFERENCESECTION

AISC 360REFERENCE COMMENTS

GENERAL INSPECTION OF FABRICATORS X 1704.2.5 SEE NOTE 2.

DOCUMENT ACCEPTANCE OR REJECTION OF INSPECTED ITEMS X TABLES N5.4-3,N5.6-3, N6.1

ANCHOR RODS,EMBEDMENTS,ANDPOST-INSTALLEDANCHORS

PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTSSUPPORTING STRUCTURAL STEEL SECTION N5.7

VERIFY DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR RODOR EMBEDDED ITEM SECTION N5.7

VERIFY EXTENT OR DEPTH OF EMBEDMENT INTO CONCRETE PRIOR TOCONCRETE PLACEMENT SECTION N5.7

INSPECTION OFSTEEL FRAMEJOINT DETAILSFOR COMPLIANCEw/CONSTRUCTIONDOCUMENTS

DETAILS SUCH AS BRACING & STIFFENING X SECTION N6

MEMBER LOCATIONS X SECTION N6

APPLICATION OF JOINT DETAILS AT EACH CONNECTION X SECTION N6

PRIOR TOWELDING WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE X TABLE N5.4-1

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLESAVAILABLE X TABLE N5.4-1

MATERIAL IDENTIFICATION (TYPE/GRADE) X TABLE N5.4-1

FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) - JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) - BACKING TYPE AND FIT (IF APPLICABLE)

X TABLE N5.4-1

CONFIGURATION AND FINISH OF ACCESS HOLES X TABLE N5.4-1

FIT-UP OF FILLET WELDS - DIMENSIONS (ALIGNMENT, GAPS AT ROOT) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION)

X TABLE N5.4-1

DURING WELDINGUSE OF QUALIFIED WELDERS X TABLE N5.4-2

INSPECTOR TO OBTAIN COPY OFWELDER CERTIFICATIONS PRIOR TOSTART OF WORK

CONTROL AND HANDLING OF WELDING CONSUMABLES - PACKAGING - EXPOSURE CONTROL

X TABLE N5.4-2

NO WELDING OVER CRACKED TACK WELDS X TABLE N5.4-2

ENVIRONMENTAL CONDITIONS - WIND SPEED WITHIN LIMITS - PRECIPITATION AND TEMPERATURE

X TABLE N5.4-2

WPS FOLLOWED - SETTINGS ON WELDING EQUIPMENT - TRAVEL SPEED - SELECTED WELDING MATERIALS - SHIELDING GAS TYPE/FLOW RATE - PREHEAT APPLIED - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) - PROPER POSITION (F, V, H, OH)

X TABLE N5.4-2

WELDING TECHNIQUES - INTERPASS AND FINAL CLEANING - EACH PASS WITHIN PROFILE LIMITATIONS - EACH PASS MEETS QUALITY REQUIREMENTS

X TABLE N5.4-2

AFTER WELDING WELDS CLEANED X TABLE N5.4-3

SIZE, LENGTH AND LOCATION OF WELDS X TABLE N5.4-3WELDS MEET VISUAL ACCEPTANCE CRITERIA - CRACK PROHIBITION - WELD/BASE-METAL FUSION - CRATER CROSS SECTION - WELD PROFILES - WELD SIZE - UNDERCUT - POROSITY

X TABLE N5.4-3

ARC STRIKES X TABLE N5.4-3k-AREA INSPECTION AT DOUBLER PLATES, CONTINUITY PLATES, ORSTIFFENER PLATES X TABLE N5.4-3

BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) X TABLE N5.4-3

REPAIR ACTIVITIES X TABLE N5.4-3

PRIOR TOBOLTING

MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENERMATERIALS X TABLE N5.6-1

FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS X TABLE N5.6-1

PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE,BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) X TABLE N5.6-1

PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL X TABLE N5.6-1

CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYINGSURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEETAPPLICABLE REQUIREMENTS

X TABLE N5.6-1

PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATIONPERSONNEL OBSERVED AND DOCUMENTED FOR FASTENERASSEMBLIES AND METHODS USED

X TABLE N5.6-1

PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS ANDOTHER FASTENER COMPONENTS X TABLE N5.6-1

DURING BOLTINGFASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALLHOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED X TABLE N5.6-2

JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THEPRETENSIONING OPERATION X TABLE N5.6-2

FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTEDFROM ROTATING X TABLE N5.6-2

FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSCSPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOSTRIGID POINT TOWARD THE FREE EDGES

X TABLE N5.6-2

3. SUPPORT HANGER SYSTEM DESIGNED TO SUPPORT 12" THICK GLASS PARTITION WALL AND GLASS DOOR SYSTEM FOR BOTH A OPENED AND STACKED CONDITION. L/360 DEFLECTION LIMITATION WAS USED IN DESIGN OF HANGER SUPPORT SYSTEM.

Drawing Scale

ISSUES

SEAL / SIGNATURE

CLIENT

CONSULTANTS

SHEET NAME

FILE INFORMATION


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MEP Engineer:GHT LIMITED1110 N GLEBE RD, #300ARLINGTON, VA 22201Ph: 703.243.1200

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