3-1668,_18719_-__SHT._4_OF_20_rev_-_M_&_R_TO_BLDG.20,_FY18-SHT_4.pdf

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SPACING OF BOLTS TO SUIT CONDITION.

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BOLTING OF METAL STUD TO STRUCT. MEMBERS SHALL BE IN GENERAL W/ A

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MIN. OF 1/2" BOLTS @ 4'-0" O.C. EXCEPT WHERE NOTED. SIZE AND

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CODE AND MANUF. FILL AD LEVEL WHERE ANY VOIDS WHERE ANCHORS

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SHALL BE, IN GENERAL, W/ STRAP ANCHORS SPACED AS REQUIRED BY

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ANCHORING OF METAL STUD TO STRUCTURAL MEMBERS, MASONRY, OR CONC.

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ALL DIMENSIONS SHALL BE VERIFIED AT THE JOB BY THE G.C. AND

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THE DF-FIC CONSTR. MANAGER MUST BE NOTIFIED OF ANY

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THE ARCHITECT'S RESPONSIBILITY IS LIMITED TO THE ITEMS SHOWN ON

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THE ARCHITECTURAL DRAWINGS. OBTAIN DF-FIC CONSTR. MANAGER'S

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OTHER. THE STRICTEST PROVISION SHALL GOVERN.

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CONFLICT W/ THESE NOTES, STRUCTURAL NOTES, OR WITH EACH

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%%UCONSTRUCTION NOTES

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SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS

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SPECIFIC APPROVAL PRIOR TO DEVIATING FROM THE DRAWINGS.

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FOLLOW THE BEST TRADE PRACTICES FOR THE ITEMS NOT

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SPECIFICALLY DETAILED AND INDICATED.

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DISCREPANCIES PRIOR TO WORK.

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OCCUR.

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OF THE LOCAL GOVERNING AUTHORITY, AND SHALL OBTAIN AND PAY

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THE G.C. SHALL COMPLY WITH ALL BUILDING CODE REQUIREMENTS

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VERIFIED WITH TRADE AFFECTED BEFORE PROCEEDING WITH WORK.

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SIZE AND LOCATION OF ALL FLOOR, WALL, OR ROOF OPENINGS TO BE

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ACCESS PANELS, LOUVERS, ETC., WITH MECHANICAL AND ELECTRICAL

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COORDINATE LOCATIONS AND/OR ELEVATIONS OF REGISTERS, GRILLES,

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LOAD CARRYING CAPACITY OR REDUCE THE LOAD/DEFLECTION RATIO.

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DO NOT CUT AND PATCH WORK WHICH WILL IMPAIR THE STRUCTURES

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SPECIFICALLY INDICATED FOR DUCTWORK, PIPES, GRILLS, ETC.

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PROVIDE LINTELS OF ADEQUATE SIZE FOR ANY OPENINGS NOT

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FOR ALL REQUIRED PERMITS, FEES, AND INSPECTIONS.

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NOTES.

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(TYP.)

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COL

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CONT. SEALANT

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TYP. ALL JTS.

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

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JAMB

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WIDTH

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RE: PLAN

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3'-4" DR. WID.

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CURTAIN WALL

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FRAME

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MTL. FRAME

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MTL. DOOR

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JAMB ANCHORS

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GRANITE @

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SIM.

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PER

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WALL

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TYPE

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INSULATION

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GYPSUM BOARD

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PRESSED METAL

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FRAME

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CONTINUOUS SEALANT

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BOTH SIDES

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VARIES

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(TYP.)

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METAL STUD

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JAMB ANCHORS

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

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PRESSED METAL

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FRAME

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VARIES

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JAMB ANCHORS

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~ COL.

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2-HOUR SPRAYED-ON

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FIRE-PROOFING

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WALL FIN. AS SCHED.

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(TYP.)

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(TYP.)

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PER

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WALL

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TYPE

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SEALANT

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BOTH SIDES

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INSULATION

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SHAFT WALL TO CONT

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WHERE PERMISSIBLE

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2-HR FIRE-RATED

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WALLS PER WALL TYPE

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

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FLOOR FINISH

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AS SCHED.

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SETTING

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BED

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METAL

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DIVIDER

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DOOR

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EDGE STRIP

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DOOR

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METAL THRESHOLD SET

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IN FULL MASTIC BED

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MAX.

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~ DOOR

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TERRAZZO OR FINISH

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AS SCHED.

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~ DOOR

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CONT. SEALANT

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HM DOOR & FRAME

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BEYOND

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CONC.SLAB

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RE: STRUCT.

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EDGE STRIP

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

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SCALE: 3"=1'-0"

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SCALE: 3"=1'-0"

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TERRAZZO

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FLOORING-RE:

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ROOM FIN. SCH.

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EDGE STRIP

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PER

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WALL

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TYPE

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INSULATION

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GYPSUM BOARD

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PRESSED METAL

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FRAME

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CONTINUOUS SEALANT

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BOTH SIDES

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VARIES

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(TYP.)

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METAL STUD

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(TYP.)

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HM FRAME

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HM DOOR

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7'-0" DR. HT.

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COL

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7'-2" AFF

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AFF

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RE: ELEV.

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CONT. SEALANT

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TYP. ALL JTS.

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

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

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FRAME BY CURTAIN

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WALL MFR.

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HEAD

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SCALE: 3"=1'-0"

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SD

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~ GRANITE PANEL JNT

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GRANITE PANEL

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ASSY

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RIGID INSUL

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SEALANT

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SCHED DIM

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RE: DOOR SCHED

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EQ

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EQ

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TO FIN. FLOOR

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3/4"(TYP.)

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ALUM FRAME

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& DOOR-RE:

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DOOR SCH.

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JAMB

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SCALE: 3"=1'-0"

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EQ

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EQ

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JAMB

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SCALE: 3"=1'-0"

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EQ

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EQ

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RE: FLOOR PLAN

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CJ

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RIGID

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INSUL

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2 LAYERS

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5/8" GYP BD

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FROM CJ TO

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CORNER

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SEE NOTE & DOOR SCH

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RE: FLOOR PLAN

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SCH DIM

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SEE NOTE & DOOR SCH

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SCH DIM

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SCH DIM

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COL

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SCH DIM

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TO ~ COL.

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ALUM DOOR

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& FRAME

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GRANITE PANEL ASSY

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GRANITE PANEL ASSY

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ALUM DOOR

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& FRAME

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JAMB-HEAD SIM.

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SCALE: 3" = 1'-0"

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DOOR WIDTH

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MTL. DOOR & FRAME

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PROVIDE 3"ZEE-CLIP"

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ANCHORS PER JAMB

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JAMB WIDTH

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GRANITE PANEL

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ASSY-PROVIDE

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BRACING @ STUDS

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AS REQ'D.

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SEALANT

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NOTE: ALL EXTERIOR DOORS ARE 2" THICK AND ALL INTERIOR DOORS ARE 1 3/4" THICK.

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2" OR 1 3/4" THK.

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2" OR 1 3/4" THK.

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2" OR 1 3/4" THK.

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2" OR 1 3/4" THK.

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SEALANT

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SEALANT

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DLA ENTERPRISE SUPPORT

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DESIGNED BY:

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-18719

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M & R TO BLDG. 20, FY18

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GARY JOHNSON

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M. RUSTAM ALI

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DF-FCO (SAFETY)

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FACILITIES ENGINEER

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DF-FCS (SECURITY)

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DF-FCE (ENVIRONMENTAL)

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PROJECT COORDINATE

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DF-FCIE PROJECT ENGINEER

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CHIEF, DF-FCIE

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28 FEB 18

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DF-FCI

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DF-FCIE

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DOOR DETAILS AND NOTES

AutoCAD SHX Text SCOPE OF WORK: 1. SCOPE OF WORK INCLUDES REPLACEMENT OF DOORS AND FRAMES INTO THE STAIRWELLS OF POD A, B, & C. SEE DETAILS A/2 AND A/3 ON SHEETS 2 AND 3 OF 15 FOR DOORS AND FRAMES. SEE SECTIONS AND DETAILS B/4 THRU E/4 FOR VIEW OF MULLION HEAD/JAMB, AND SILL SECTIONS ON THIS SHEET. 2. CONTRACTOR IS TO REMOVE EXISTING STAIRWELL'S INTERIOR AND EXTERIOR DOORS AND ASSOCIATE FRAMES OF THE POD A, B, & C STAIRWELLS AND INSTALL NEW DOORS AND FRAMES. SEE DETAILS A/2 AND A/3 ON THIS SHEETS 2 AND 3 OF 18. 3. MANUFACTURE SELECTION OF COLOR AND MATERIAL ARE TO MATCH EXISTING APPROVED BY THE CONTRACTING OFFICER. 4. IF AT ANY POINT THE CONTRACTOR DISCOVERS AN ERROR ON THIS CONSTRUCTION DRAWING AND THE ACTUAL FIELD CONDITIONS, NOTIFY THE GOVERNMENT INSPECTOR OF THE ERROR AND RECOMMENDED SOLUTION. 5. IF CONTRACTOR HAS RECOMMENDED SOLUTIONS THAT ARE NOT PART OF THIS CURRENT CONSTRUCTION DRAWING, CONTACT THE GOVERNMENT INSPECTOR WITH PROPOSED SOLUTION FOR REVIEW BY ENGINEERS. 6. CONTRACTOR SHALL REMOVE ALL MAGNETIC AND ELECTRONIC SECURITY DEVICES, WIRES AND ELECTRONIC DEVICES. REINSTALL WIRES, WIRING TO HOOKUP ALL ELECTRONIC DEVICES AFTER COMPLETION OF NEW DOOR FRAMES AND DOOR COVERS INSTALLATION. CONTRACTOR SHALL PERFORM TESTS TO ENSURE PROPER OPERATION OF ALL ELECTROMAGNETIC LOCK DEVICES.

AutoCAD SHX Text GENERAL NOTES: 1. EXISTING FLOORING SHALL BE COVERED WITH PLASTIC SHEET OR EXISTING FLOORING SHALL BE COVERED WITH PLASTIC SHEET OR GROUND CLOTH DURING CONSTRUCTION. ENSURE THAT NO DAMAGES TO TERRAZZO FLOORING SEGMENTS. 2. DIMENSIONS/SITE CONDITIONS SHALL BE VERIFIED BY CONTRACTOR. DIMENSIONS/SITE CONDITIONS SHALL BE VERIFIED BY CONTRACTOR. 3. AT NO TIME SHALL MORE THAN ONE EXIT OR ONE HALLWAY BE AT NO TIME SHALL MORE THAN ONE EXIT OR ONE HALLWAY BE BLOCKED DUE TO THE AMOUNT OF PERSONNEL THAT WOULD NEED TO EXIT THE FACILITY IN THE EVENT OF AN EMERGENCY. COMPLY WITH NFPA 101-4.6.11. 4. ENSURE CONSTRUCTION OPERATIONS COMPLY WITH NFPA 241 ENSURE CONSTRUCTION OPERATIONS COMPLY WITH NFPA 241 SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS.

AutoCAD SHX Text SPECIAL NOTE: : 1. ALL WORK SHALL BE ACCOMPLISHED BETWEEN THE HOURS OF 1830 AND 0600 OR ON WEEKENDS. NO WORK SHALL BE PERMITTED DURING THE REGULAR WORKING HOURS OF 0600 TO 1730. 2. THE CONTRACTOR SHALL PROVIDE MATERIAL SAFETY DATA SHEETS (MSDS) FOR ALL GLUES, PAINTS, CAULKING, AND SEALANTS USED. 3. TOOLS, MATERIALS, GLUES, ETC, MAY NOT BE LEFT ON THE JOB SITE AT THE END OF EACH WORK DAY. 4. ALL REMOVED DOORS AND FRAMES ARE TO BE RECYCLED.

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GENERAL REVISION

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