6949617 DrawingsAsOne.pdf

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Repair TACAN Tower at B1660
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Reference Drawing 752176.pdf PDF
RFP - 6949617 Repair TACAN Tower at B1660.pdf PDF
6949617 SpecsAsOne.pdf PDF

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MCAS CHERRY

POINT SITE (NTS)

VICINITY MAP

INDEX OF DRAWINGS

NAVFAC NO.

SHEET NO.

TITLE.

12767608 G001 COVER SHEET, LOCATION PLAN, VICINITY MAP

DEMOLISH DETAILS/ELEVATION

CD01

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PLAN/ELEVATION OF WORK

CU01

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DETAILS SHEET 1

CU02

W.O. 6949617 REPAIR OF TACAN

TOWER AT BUILDING 1660

MARINE CORPS AIR STATION,

CHERRY POINT, NC

TACAN TOWER LOCATION BLDG 1660

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O V

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12767612

DETAILS SHEET 2

CU03

12767613

ROOF REPLACEMENT PLAN & DETAILS

A001

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RIVER

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NEW BERN

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NEUSE

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HAVELOCK

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JACKSONVILLE

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CHERRY POINT

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MCAS

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OCEAN

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CITY

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LEJEUNE

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CAMP

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ATLANTIC

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BEAUFORT

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MOREHEAD

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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CODE ID. NO. 80091 SIZE D

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DESIGN DIRECTOR

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WO 6949617 REPAIR OF TACAN TOWER

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MCAS CHERRY POINT

REMOVE 4 GUY

WIRES. (TYP.)

EX. TACAN TOWER ELEV.

REMOVE LADDER,

RAILS

N.T.S.

REMOVE EXISTING LADDER AND

CAGE FROM ROOF TOP PAD TO

THE PLATFORM AT THE TOP OF

THE TOWER.

NOTE: TACAN TOWER

RADAR UNIT AT THE

TOP OF THE TOWER

SHALL BE REMOVED

AND REINSTALLED BY

OTHERS.

DEMO. PLAN OF MISC. STEEL

BLDG 1660

EXISTING TACAN TOWER BASE

18'-8"

13'-4"

SCALE: 6" = 1 FT.

REMOVE LADDER AND CAGE.

REMOVE EX. LADDER

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FOR EFD FOR COMMANDER NAVFAC

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W.O. 6949617 REPAIR OF TACAN TOWER

10'

EX. GRADE

10"

9'-2"

1'-4"

10" (TYP)

2'-4"

1'-9"

1'-9"

3'-5"

8"

8"

8"

8"

PLAN OF BLDG 1660 WITH

TACAN TOWER ON ROOF BASE

TACAN TOWER BASE

FRONT EL. OF BLDG 1660

TACAN TOWER

8'-0"

7"

BENT PLATE STEEL LADDER SUPPORT

3" X 9 1/2" X

" THICK X 3" LONG

CONNECT LADDER RAIL

TO BASEPLATE USING

" FILLET WELD

PROVIDE AND INSTALL STD STEEL HANDRAIL

USING 1

" DIA. STD. STEEL PIPE

BENT PLATE LADDER

SUPPORT. 6 REQ'D

3" X 3" X 3/8" X 9 1/2" LONG

EA SUPPORT W. ONE

" DIA HOLE FOR

CONC SLEEVE ANCHOR.

TYP HR POST SUPPORT

PL 3" X 7" X 3/8" THICK

W 2 -

" DIA HOLES FOR

" CONC. ANCHORS

18'-8"

13'-4"

PROVIDE AND INSTALL NEW STEEL LADDER

MADE UP OF 2 1/2" X

" RAILS AND

" DIA. RUNGS.

SCALE: 6" = 1 FT.

SCALE: 6" = 1 FT.

2'-6"

ELEVATION 1

PROVIDE AND INSTALL STEEL HANDRAIL (RAIL CENTER LINE)

BLAST CLEAN, PAINT REF. SPEC. SECTION 09 97 13.00

REF. DETAILS CU02

REF. TOWER BASE REPAIR PLAN

FOR REPAIR DETAILS , DWG CU02

INSTALL CABLE FALL PROTECTION SYSTEM REF. DWG. CU03

NOTE: NEW LADDERS SHALL BE GALVANIZED. REF. SPEC. SECTION 05 53 33

NEW HANDRAIL SHALL BE FABRICATED WITH FINISH COATING APPLIED.

SIDE VIEW OF LADDER

AT ROOF TOP FROM GRADE

ROOF TOP

HANDRAIL POST AND LADDER RAIL CONNECTED TO SAME BASE PLATE.

1'-4"

PROVIDE 2 - SAFETY CHAINS

REF. SPEC SECTION 05 52 00

TYP EA POST

REF. DWG A001 FOR ROOFING REPLACEMENT DETAILS

(REF. SPEC. SECTION 09 97 13.00 40 FOR COATING AND SECTION 05 52 00 FOR

FABRICATION)

REF. SIDE VIEW OF LADDER

9 1/2"

3"

8"

3"

" LADDER RAIL

INSTALL EXTENSION TO CONC. BASE REF DET. 2 DWG CU03

4"

REFRESH PAINT EXTERIOR BLOCK OF BLDG 1660

USING AN ELASTOMERIC COATING

IN THE SAME ALTERNATING COLOR PATTERN AS THE EXISTING.

PROVIDE AND INSTALL NEW LADDER REF. DWG CU03

PROVIDE AND INSTALL NEW LADDER FROM

TOWER PAD TO TOWER PLATFORM REF. DETAIL 3 ON CUO3

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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W.O. 6949617 REPAIR OF TACAN TOWER

EX.3' X 3" STEEL ANGLE TRUSSED

TOWER WITH LADDER AND

PLATFORM AS SHOWN. TOWER HT.

APPROX. 17' 6". SEE REFERENCE

DRAWING.

APPROX.

17'-6"

3'

2'-6"

APPROX 7'

APPLY ABRASIVE BLASTING

OF TOWER, LADDER, BASE PLATE

AND ANCHOR BOLTS TO REMOVE

RUST AND EXISTING COATINGS.

APPLY NEW COATINGS. FINISH

COATING SHALL HAVE ALTERNATING

COLOR BANDS (4 FT HIGH) OF RED

AND WHITE FOR THE FULL HEIGHT.

REF. SPECIFICATION SECTION 09 97

13.00 40 FOR COATING SYSTEM 2 TO

BE USED ON THIS PROJECT.

ELEVATION 2 BLAST AND COATING

APPLICATIONS

NOTE: THE EXISTING COATING HAS

TESTED POSITIVE FOR LEAD,

THEREFORE LEAD REMEDIATION IS

REQUIRED. REFERENCE

SPECIFICATION SECTION 02 83 00 FOR

DETAILS.

INSTALL 10 EA. HANDRAIL

EXTENSIONS TO TOP OF EXISTING

RAIL ( L 2 X 2 X

REF. DETAIL 1 DWG CU03

FIELD WELDED TO TOP OF EXISTING

RAIL, SPACED EVENLY.

EXISTING TACAN TOWER

BASE REPAIR PLAN

REMOVE

RUST,NUTS,

WASHERS,

CLEAN 1" DIA.

ANCHOR BOLT,

FIELD WELD

ANCHOR BOLT

TO BASE

PLATE USING

" FILLET

WELD ALL

AROUND.

INSTALL 2 -

DIA. CONC.

SLEEVE

ANCHORS AT

LADDER BASE

AFTER PAD

EXTENSION IS

PLACE, REF

DWG CU03.

REMOVE

NUTS, ONE

BASEPLATE

AT A TIME,

THEN FIELD

WELD

ANCHOR

BOLTS TO

BASE PLATE.

REF. ROOF

REPLACEMENT

DWG A001 FOR

SEALANT

COATING

APPLIED TO

CONCRETE

SURFACE OF

TOWER BASE.

LOCATION OF

LADDER BASE

CONNECTION

ANGLES

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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CHIEF ARCH./ ENGR.

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W.O. 6949617 REPAIR OF TACAN TOWER

1'-2"

2'-9"

EXISTING L 2" X 2" X

" RAIL

EL. VIEW HANDRAIL EXTENSIONS TO

TACAN TOWER PLATFORM

CU02 CU03

" DIA. STD. STEEL PIPE

10 EA. REQUIRED

CONNECTED TO EX. TOP HANDRAIL

TYP

SCALE: 1' = 1 FT.

4'-7"

4'-7"

PLAN OF PAD EXTENSION

TO PROVIDE ADEQUATE THICKNESS

FOR LADDER ANCHOR BOLTS.

CU01 CU03

4"

EXISTING 10" CONC. PAD

SUPPORTING TOWER.

INSTALL 10" HIGH PAD EXTENSION

FOR LADDER ANCHOR BOLTS.

4" DRILL 3/4" DIA. HOLE MID HEIGHT OF PAD

PLACE #3 BAR DOWEL, FILL HOLE WITH

EPOXY GROUT.

6"

#3 BAR HORIZONTAL

TIED TO VERT. DOWELS

INSTALL 4 - VERT. #3 BAR DOWEL 8" LONG @ 1-6" SPACING

DRILL 3/4" DIA HOLE 3" DEEP INTO SLAB, PLACE DOWEL,

FILL HOLE WITH EPOXY GROUT

NOTE: FORM AND POUR PAD EXTENSION AS SHOWN

USING 3000 PSI CONC. COMPRESSIVE STRENGTH

AND ASTM GRADE 60 REINFORCING STEEL.

SCALE: 1' = 1 FT.

20'-1"

10" (TYP)

ELEVATION VIEW OF NEW LADDER

FROM ROOF TOP PAD TO THE TACAN

TOWER. SUPPLY AND INSTALL.

VIEW FACING LADDER AT CLIMBING SIDE.

1'-4"

PROVIDE AND INSTALL NEW STEEL LADDER

MADE UP OF 2 1/2" X

" RAILS AND

" DIA. RUNGS. LADDER SHALL BE

REF. LOCATION OF LADDER BASE CONNECTION

SHOWN ON DWG. CU02

PROVIDE AND INSTALL FALL ARREST

SYSTEM ON NEW LADDER. TOP BRACKET

ASSY. WITH ENERGY ABSORBER, BOTTOM

BRACKET ASSY. WITH TENSIONER WITH

" DIA. STEEL CABLE.

L 3" X 3' X

" X 2

" LONG

SHOP WELDED TO LADDER RAILS

PROVIDE

" HOLE FOR

" CONC.

SLEEVE ANCHOR DRILLED INTO

EX. PAD.

PROVIDE AND INSTALL 6 CONNECTION BARS

MADE UP OF PL. 3" X 10" X

" THICK.

FIELD TO LOCATE ON EACH SIDE OF LADDER

AT APPROX. 6 FT SPACING.

FIELD WELD TO LADDER AND TOWER STEEL

" FILLET WELD, 3" LONG BOTH SIDES OF PLATE TO

LADDER AND TO TOWER STEEL.

CONNECTION BARS

CONNECTION BARS

CU01 CU03

SCALE: 6" = 1 FT.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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W.O. 6949617 REPAIR OF TACAN TOWER

REMOVE 4 GUYWIRES. (TYP.)EX.TACAN TOWER ELEV.REMOVE LADDEREX.TACAN TOWER BASEREMOVERUST, CLEAN1" DIA.ANCHOR BOLT,RE-THREADBOLT, INSTALLNEW WASHERAND NUT.3"EX.2" LADDER RAILDETAIL 1 LADDER CAGEATTACHMENTCONNECTION STEEL ANGLEEX.2" SAFETY CAGEHORIZONTAL LOOPCONNECTOR STRAP2"2"3"INSTALL L 3" X 2 12" X 38" X 3" LONG316" CONNECTION STEEL ANGLEINSTALL L 3" X 2 12" X 38" X 3" LONGSEE DETAIL 1EXISTING LADDER SAFETY CAGEEX.LADDERREMOVE EXISTING STEEL ANGLE 2 X 2AFTER CONNECTION ANGLES SHOWN IN DETAIL 1HAVE BEEN INSTALLED.N.T.S.LADDER SAFETY CAGE CONNECTION MODIFICATIONCONNECTION DETAIL OCCURS IN FOURPLACES WHERE HORIZONTAL LOOP OF THESAFETY CAGE CONNECTS TO THE LADDER.SAND BLASTBASE PLATES,ANCHORBOLTS, NUTS,WASHERS.APPLYCOATINGS.INSTALL 2 - 12"DIA. CONC.SLEEVEANCHORS ATLADDER BASE.EX.3' X 3" STEEL ANGLE TRUSSEDTOWER WITH LADDER ANDPLATFORM AS SHOWN. TOWER HT.APPROX. 17' 6".10'GRADE10"9'-2"1'-4"10" (TYP)2'-4"1'-9"1'-9"3'-5"8"8"8"8"PLAN OF BLDG 1660 WITHTACAN TOWER ON ROOF BASEALCAN TOWER BASEFRONT EL. OF BLDG 1660ALCAN TOWERCENTER LINE OF HANDRAILTO INSTALL ON ROOF OF BLDG 16608'-0"7"3"BENT PLATE STEEL LADDER SUPPORT3" X 7" X 38" THICK X 3" LONGCONNECT HANDRAIL TO LADDERRAIL TWO PLACESSTD STEEL HANDRAIL USING 1 12" DIA. STD. STEEL PIPEBENT PLATE LADDERSUPPORT. 6 REQ'D3" X 8" X /8" X 3" LONGEA SUPPORT W. ONE1116" DIA HOLE FOR 58"CONC SLEEVE ANCHOR.TYP HR POST SUPPORTPL 3" X 7" X 3/8" THICKW 2 - 1116" DIA HOLES FOR 12" CONC. ANCHORSAPPROX.17'-6"3'2'-6"APPROX 7'EXIST LADDERWITH CAGE TO BEMODIFIED ASDETAILED.SCALE:1"=1'SCALE:3"=1'316"18'-8"13'-4"INSTALL NEW STEEL LADDERMADE UP OF 2" X 38" RAILS AND34" DIA. RUNGS.SCALE:1 12" = 1 FT.SCALE:1 12" = 1 FT.SANDBLASTTOWER, LADDER,SAFETY CAGEAPPLY NEW COATINGS.RE-TIGHTENALL NUTS FORTOWERBASES,SNUGTIGHT.6' max post spacing2'-6"1'-6"EXISTING TACAN CONC. TOWER BASE WITH/ NEWCENTER LINE OF NEW HANDRAILTYP HANDRAILPOST SUPPORT -REFER TOSTRUCTURALDRAWINGSNEW 2-PLY MODIFIED BITUMEN MEMBRANE ROOFING2'-0" x 4'-0" NEW ROOF PAD (TYP)REMOVE 4 GUYWIRES. (TYP.)EX.TACAN TOWER ELEV.REMOVE LADDEREX.TACAN TOWER BASEREMOVERUST, CLEAN1" DIA.ANCHOR BOLT,RE-THREADBOLT, INSTALLNEW WASHERAND NUT.

3"EX.2" LADDER RAILDETAIL 1 LADDER CAGEATTACHMENTCONNECTION STEEL ANGLEEX.2" SAFETY CAGEHORIZONTAL LOOPCONNECTOR STRAP2"2"3"INSTALL L 3" X 2 12" X 38" X 3" LONG316" CONNECTION STEEL ANGLEINSTALL L 3" X 2 12" X 38" X 3" LONGSEE DETAIL 1EXISTING LADDER SAFETY CAGEEX.LADDERREMOVE EXISTING STEEL ANGLE 2 X 2AFTER CONNECTION ANGLES SHOWN IN DETAIL 1HAVE BEEN INSTALLED.

N.T.S.

LADDER SAFETY CAGE CONNECTION MODIFICATIONCONNECTION DETAIL OCCURS IN FOURPLACES WHERE HORIZONTAL LOOP OF THESAFETY CAGE CONNECTS TO THE LADDER.

SAND BLASTBASE PLATES,ANCHORBOLTS, NUTS,WASHERS.APPLYCOATINGS.INSTALL 2 - 12"DIA. CONC.SLEEVEANCHORS ATLADDER BASE.

EX.3' X 3" STEEL ANGLE TRUSSEDTOWER WITH LADDER ANDPLATFORM AS SHOWN. TOWER HT.APPROX. 17' 6".10'GRADE10"9'-2"1'-4"10" (TYP)2'-4"1'-9"1'-9"3'-5"8"8"8"8"PLAN OF BLDG 1660 WITHTACAN TOWER ON ROOF BASEALCAN TOWER BASEFRONT EL. OF BLDG 1660ALCAN TOWERCENTER LINE OF HANDRAILTO INSTALL ON ROOF OF BLDG 16608'-0"7"3"BENT PLATE STEEL LADDER SUPPORT3" X 7" X 38" THICK X 3" LONGCONNECT HANDRAIL TO LADDERRAIL TWO PLACESSTD STEEL HANDRAIL USING 1 12" DIA. STD. STEEL PIPEBENT PLATE LADDERSUPPORT. 6 REQ'D3" X 8" X /8" X 3" LONGEA SUPPORT W. ONE1116" DIA HOLE FOR 58"CONC SLEEVE ANCHOR.TYP HR POST SUPPORTPL 3" X 7" X 3/8" THICKW 2 - 1116" DIA HOLES FOR 12" CONC. ANCHORSAPPROX.17'-6"3'2'-6"APPROX 7'EXIST LADDERWITH CAGE TO BEMODIFIED ASDETAILED.SCALE:1"=1'SCALE:3"=1'316"18'-8"13'-4"INSTALL NEW STEEL LADDERMADE UP OF 2" X 38" RAILS AND34" DIA. RUNGS.SCALE:1 12" = 1 FT.SCALE:1 12" = 1 FT.SANDBLASTTOWER, LADDER,SAFETY CAGEAPPLY NEW COATINGS.

RE-TIGHTENALL NUTS FORTOWERBASES,SNUGTIGHT.

6' max post spacing2'-6"1'-6"

13'-4"18'-8"ELASTOMERIC ROOF SEAL COATINGAPPLY PER MANUFACTURER'S INSTRUCTIONS

REMOVE 4 GUYWIRES. (TYP.)EX.TACAN TOWER ELEV.REMOVE LADDEREX.TACAN TOWER BASEREMOVERUST, CLEAN1" DIA.ANCHOR BOLT,RE-THREADBOLT, INSTALLNEW WASHERAND NUT.3"EX.2" LADDER RAILDETAIL 1 LADDER CAGEATTACHMENTCONNECTION STEEL ANGLEEX.2" SAFETY CAGEHORIZONTAL LOOPCONNECTOR STRAP2"2"3"INSTALL L 3" X 2 12" X 38" X 3" LONG316" CONNECTION STEEL ANGLEINSTALL L 3" X 2 12" X 38" X 3" LONGSEE DETAIL 1EXISTING LADDER SAFETY CAGEEX.LADDERREMOVE EXISTING STEEL ANGLE 2 X 2AFTER CONNECTION ANGLES SHOWN IN DETAIL 1HAVE BEEN INSTALLED.N.T.S.LADDER SAFETY CAGE CONNECTION MODIFICATIONCONNECTION DETAIL OCCURS IN FOURPLACES WHERE HORIZONTAL LOOP OF THESAFETY CAGE CONNECTS TO THE LADDER.SAND BLASTBASE PLATES,ANCHORBOLTS, NUTS,WASHERS.APPLYCOATINGS.INSTALL 2 - 12"DIA. CONC.SLEEVEANCHORS ATLADDER BASE.EX.3' X 3" STEEL ANGLE TRUSSEDTOWER WITH LADDER ANDPLATFORM AS SHOWN. TOWER HT.APPROX. 17' 6".10'GRADE10"9'-2"1'-4"10" (TYP)2'-4"1'-9"1'-9"3'-5"8"8"8"8"PLAN OF BLDG 1660 WITHTACAN TOWER ON ROOF BASEALCAN TOWER BASEFRONT EL. OF BLDG 1660ALCAN TOWERCENTER LINE OF HANDRAILTO INSTALL ON ROOF OF BLDG 16608'-0"7"3"BENT PLATE STEEL LADDER SUPPORT3" X 7" X 38" THICK X 3" LONGCONNECT HANDRAIL TO LADDERRAIL TWO PLACESSTD STEEL HANDRAIL USING 1 12" DIA. STD. STEEL PIPEBENT PLATE LADDERSUPPORT. 6 REQ'D3" X 8" X /8" X 3" LONGEA SUPPORT W. ONE1116" DIA HOLE FOR 58"CONC SLEEVE ANCHOR.TYP HR POST SUPPORTPL 3" X 7" X 3/8" THICKW 2 - 1116" DIA HOLES FOR 12" CONC. ANCHORSAPPROX.17'-6"3'2'-6"APPROX 7'EXIST LADDERWITH CAGE TO BEMODIFIED ASDETAILED.SCALE:1"=1'SCALE:3"=1'316"18'-8"13'-4"INSTALL NEW STEEL LADDERMADE UP OF 2" X 38" RAILS AND34" DIA. RUNGS.SCALE:1 12" = 1 FT.SCALE:1 12" = 1 FT.SANDBLASTTOWER, LADDER,SAFETY CAGEAPPLY NEW COATINGS.RE-TIGHTENALL NUTS FORTOWERBASES,SNUGTIGHT.6' max post spacing2'-6"1'-6"EXISTING TACAN CONC. TOWER BASE WITH/ NEWCENTER LINE OF NEW HANDRAILTYP HANDRAILPOST SUPPORT -REFER TOSTRUCTURALDRAWINGSNEW 2-PLY MODIFIED BITUMEN MEMBRANE ROOFING2'-0" x 4'-0" NEW ROOF PAD (TYP)REMOVE 4 GUYWIRES. (TYP.)EX.TACAN TOWER ELEV.REMOVE LADDEREX.TACAN TOWER BASEREMOVERUST, CLEAN1" DIA.ANCHOR BOLT,RE-THREADBOLT, INSTALLNEW WASHERAND NUT.3"EX.2" LADDER RAILDETAIL 1 LADDER CAGEATTACHMENTCONNECTION STEEL ANGLEEX.2" SAFETY CAGEHORIZONTAL LOOPCONNECTOR STRAP2"2"3"INSTALL L 3" X 2 12" X 38" X 3" LONG316" CONNECTION STEEL ANGLEINSTALL L 3" X 2 12" X 38" X 3" LONGSEE DETAIL 1EXISTING LADDER SAFETY CAGEEX.LADDERREMOVE EXISTING STEEL ANGLE 2 X 2AFTER CONNECTION ANGLES SHOWN IN DETAIL 1HAVE BEEN INSTALLED.N.T.S.LADDER SAFETY CAGE CONNECTION MODIFICATIONCONNECTION DETAIL OCCURS IN FOURPLACES WHERE HORIZONTAL LOOP OF THESAFETY CAGE CONNECTS TO THE LADDER.SAND BLASTBASE PLATES,ANCHORBOLTS, NUTS,WASHERS.APPLYCOATINGS.INSTALL 2 - 12"DIA. CONC.SLEEVEANCHORS ATLADDER BASE.EX.3' X 3" STEEL ANGLE TRUSSEDTOWER WITH LADDER ANDPLATFORM AS SHOWN. TOWER HT.APPROX. 17' 6".10'GRADE10"9'-2"1'-4"10" (TYP)2'-4"1'-9"1'-9"3'-5"8"8"8"8"PLAN OF BLDG 1660 WITHTACAN TOWER ON ROOF BASEALCAN TOWER BASEFRONT EL. OF BLDG 1660ALCAN TOWERCENTER LINE OF HANDRAILTO INSTALL ON ROOF OF BLDG 16608'-0"7"3"BENT PLATE STEEL LADDER SUPPORT3" X 7" X 38" THICK X 3" LONGCONNECT HANDRAIL TO LADDERRAIL TWO PLACESSTD STEEL HANDRAIL USING 1 12" DIA. STD. STEEL PIPEBENT PLATE LADDERSUPPORT. 6 REQ'D3" X 8" X /8" X 3" LONGEA SUPPORT W. ONE1116" DIA HOLE FOR 58"CONC SLEEVE ANCHOR.TYP HR POST SUPPORTPL 3" X 7" X 3/8" THICKW 2 - 1116" DIA HOLES FOR 12" CONC. ANCHORSAPPROX.17'-6"3'2'-6"APPROX 7'EXIST LADDERWITH CAGE TO BEMODIFIED ASDETAILED.SCALE:1"=1'SCALE:3"=1'316"18'-8"13'-4"INSTALL NEW STEEL LADDERMADE UP OF 2" X 38" RAILS AND34" DIA. RUNGS.SCALE:1 12" = 1 FT.SCALE:1 12" = 1 FT.SANDBLASTTOWER, LADDER,SAFETY CAGEAPPLY NEW COATINGS.RE-TIGHTENALL NUTS FORTOWERBASES,SNUGTIGHT.6' max post spacing2'-6"1'-6"13'-4"18'-8"ELASTOMERIC ROOF SEAL COATINGAPPLY PER MANUFACTURER'S INSTRUCTIONS

EXISTING TACAN CONC. TOWER BASE WITH/ NEW

CENTER LINE OF NEW HANDRAIL

TYP HANDRAIL

POST SUPPORT -

REFER TO

STRUCTURAL

DRAWINGS

NEW 2-PLY MODIFIED BITUMEN MEMBRANE ROOFING

2'-0" x 4'-0" NEW ROOF PAD (TYP)

13'-4"

18'-8"

ELASTOMERIC ROOF SEAL COATING

APPLY PER MANUFACTURER'S INSTRUCTIONS

W.O.# 6949617

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NEW MODIFIED 2-PLY MODIFIED BITUMEN MEMBRANE ROOFING CAP SHEET

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ANODIZED ALUMINUM ROOF EDGE SYSTEM 6" MIN. EXPOSURE, TYP ALL SIDES

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MINIMUM 4" FLANGE PRIMED ON BOTH SIDES, METAL FLANGE SET IN A FULL BED OF MASTIC

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NEW INSULATION

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CONCRETE DECK

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ON EXISTING CONCRETE DECK

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NEW MTL PLATE BOLTED

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NEW ALSAN FLASHING

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NEW ANODIZED ALUMINUM ROOF EDGE SYSTEM 6" MIN. EXPOSURE, TYP. ALL SIDES

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W/ CAP SHEET AND BASE PLY

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MINIMUM 4" FLANGE PRIMED ON BOTH SIDES, METAL FLANGE SET IN A FULL BED OF MASTIC

AutoCAD SHX Text INSTALL MARINE GRADE 2"x6" NAILERS W/ NEW "x6" GALVANIZED ANCHOR 12"x6" GALVANIZED ANCHOR EPOXY BOLTS 24" ON CENTER

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W/ CAP SHEET AND BASE PLY

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AIR BARRIER

AutoCAD SHX Text EXTEND REINFORCING FABRIC FINGERS A MINIMUM OF 2" BEYOND THE FLASHING OR PENETRATION

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ROOF PLAN - WITH TACAN TOWER ON ROOF

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FLASHING AT ROOF CURB

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EXISTING REINFORCED CONCRETE DECK

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NEW COVER BOARD

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EXISTING TACAN TOWER CONCRETE CURB

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W / CAP SHEET AND BASE PLY

AutoCAD SHX Text INSTALL MARINE GRADE 2"x6" NAILERS W/ NEW "x6" 12"x6" GALVANIZED ANCHOR EPOXY BOLTS 24" ON CENTER

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NEW VAPOR RETARDER / AIR BARRIER

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EXISTING TACAN TOWER CONCRETE CURB

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NEW ANODIZED ALUMINUM ROOF EDGE SYSTEM 6" MIN. EXPOSURE, TYP. ALL SIDES

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W/ CAP SHEET AND BASE PLY

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MINIMUM 4" FLANGE PRIMED ON BOTH SIDES, METAL FLANGE SET IN A FULL BED OF MASTIC

AutoCAD SHX Text INSTALL MARINE GRADE 2"x6" NAILERS W/ NEW "x6" GALVANIZED 12"x6" GALVANIZED ANCHOR EPOXY BOLTS 24" ON CENTER

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NEW ALSAN FLASHING AND CANT STRIP

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NEW SEALANT

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NEW MODIFIED 2-PLY MODIFIED BITUMEN MEMBRANE ROOFING CAP SHEET

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POLYESTER REINFORCED FLASHING BASE PLY

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ANODIZED ALUMINUM ROOF EDGE SYSTEM 6" MIN. EXPOSURE, TYP ALL SIDES

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MINIMUM 4" FLANGE PRIMED ON BOTH SIDES, METAL FLANGE SET IN A FULL BED OF MASTIC

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EXTEND FLASHING BASE PLY A MINIMUM OF 3" BEYOND METAL FLANGE

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2 PLY MEMBRANE WITH DRIP EDGE

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NEW INSULATION

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

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NEW 45 MIL CSPE MEMBRANE

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W/HOT AIR WELD

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NEW STAINLESS STEEL CLAMP

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EXISTING REINFORCED

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CONCRETE DECK

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CAP SHEET

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NEW VAPOR RETARDER / AIR BARRIER

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2 PLY MEMBRANE

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NEW 2" RIGID INSULATION

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ON EXISTING CONCRETE DECK

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NEW MTL PLATE BOLTED

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DETAIL

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NEW ALSAN FLASHING

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NEW ANODIZED ALUMINUM ROOF EDGE SYSTEM 6" MIN. EXPOSURE, TYP. ALL SIDES

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W/ CAP SHEET AND BASE PLY

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MINIMUM 4" FLANGE PRIMED ON BOTH SIDES, METAL FLANGE SET IN A FULL BED OF MASTIC

AutoCAD SHX Text INSTALL MARINE GRADE 2"x6" NAILERS W/ NEW "x6" GALVANIZED ANCHOR 12"x6" GALVANIZED ANCHOR EPOXY BOLTS 24" ON CENTER

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W/ CAP SHEET AND BASE PLY

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AIR BARRIER

AutoCAD SHX Text EXTEND REINFORCING FABRIC FINGERS A MINIMUM OF 2" BEYOND THE FLASHING OR PENETRATION

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ROOF PLAN - WITH TACAN TOWER ON ROOF

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FLASHING AT ROOF CURB

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EXISTING REINFORCED CONCRETE DECK

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W / CAP SHEET AND BASE PLY

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NEW 2" RIGID INSULATION

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NEW VAPOR RETARDER / AIR BARRIER

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EXISTING TACAN TOWER CONCRETE CURB

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NEW ANODIZED ALUMINUM ROOF EDGE SYSTEM 6" MIN. EXPOSURE, TYP. ALL SIDES

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W/ CAP SHEET AND BASE PLY

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MINIMUM 4" FLANGE PRIMED ON BOTH SIDES, METAL FLANGE SET IN A FULL BED OF MASTIC

AutoCAD SHX Text INSTALL MARINE GRADE 2"x6" NAILERS W/ NEW "x6" GALVANIZED 12"x6" GALVANIZED ANCHOR EPOXY BOLTS 24" ON CENTER

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NEW ALSAN FLASHING AND CANT STRIP

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NEW ALSAN FLASHING

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NEW ANODIZED ALUMINUM ROOF EDGE SYSTEM 6" MIN. EXPOSURE, TYP. ALL SIDES

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W/ CAP SHEET AND BASE PLY

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MINIMUM 4" FLANGE PRIMED ON BOTH SIDES, METAL FLANGE SET IN A FULL BED OF MASTIC

AutoCAD SHX Text INSTALL MARINE GRADE 2"x6" NAILERS W/ NEW "x6" GALVANIZED ANCHOR 12"x6" GALVANIZED ANCHOR EPOXY BOLTS 24" ON CENTER

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W/ CAP SHEET AND BASE PLY

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AIR BARRIER

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NEW MODIFIED 2-PLY MODIFIED BITUMEN MEMBRANE ROOFING CAP SHEET

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/ AIR BARRIER

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EXTEND FLASHING BASE PLY A MINIMUM OF 3" BEYOND METAL FLANGE

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2 PLY MEMBRANE WITH DRIP EDGE

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COVERBOARD

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EXISTING CONCRETE DECK

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BASE PLY

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CAP SHEET

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2" RIGID INSULATION

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NEW VAPOR RETARDER / AIR BARRIER

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2 PLY MEMBRANE

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SCALE: N.T.S.

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ROOF EDGE AT CONCRETE CURB

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EXISTING REINFORCED CONCRETE DECK

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NEW SEALANT

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NEW VAPOR RETARDER / AIR BARRIER

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EXISTING TACAN TOWER CONCRETE CURB

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NEW ANODIZED ALUMINUM ROOF EDGE SYSTEM 6" MIN. EXPOSURE, TYP. ALL SIDES

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W/ CAP SHEET AND BASE PLY

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MINIMUM 4" FLANGE PRIMED ON BOTH SIDES, METAL FLANGE SET IN A FULL BED OF MASTIC

AutoCAD SHX Text INSTALL MARINE GRADE 2"x6" NAILERS W/ NEW "x6" GALVANIZED 12"x6" GALVANIZED ANCHOR EPOXY BOLTS 24" ON CENTER

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NEW ALSAN FLASHING AND CANT STRIP

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NEW SEALANT

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SCALE: 1" = 1'-0"

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FLASHING AT ROOF CURB

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EXISTING REINFORCED CONCRETE DECK

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NEW SEALANT

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NEW COVER BOARD

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EXISTING TACAN TOWER CONCRETE CURB

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NEW MODIFIED 2-PLY BITUMEN MEMBRANE ROOFING W / CAP SHEET AND BASE PLY

AutoCAD SHX Text INSTALL MARINE GRADE 2"x6" NAILERS W/ NEW "x6" 12"x6" GALVANIZED ANCHOR EPOXY BOLTS 24" ON CENTER

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NEW VAPOR RETARDER/AIR BARRIER

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NEW 2" RIGID INSULATION

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NEW ALSAN FLASHING AND CANT STRIP

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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QC

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DESIGN

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REVIEW

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DRAWN

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SYM.

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DESCRIPTION

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DATE

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APPR

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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DEC 2019

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AS

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MH

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AS

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REPAIR TACAN TOWER 1660

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