KFB_1990_Roof_As-Built_A-4.pdf

PDF 319 KB Posted Apr 22, 2016

Attached to: GSA Ketchikan Federal Building Roof Replacement
Solicitation number: Not on record
Issued by: General Services Administration Public Buildings Service

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Ketchikan Federal Building As-Builts A-4

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Other files

File	Type	Posted
Construction_Wage_Determ_4-15-16.pdf	PDF	Apr 22, 2016
KFB_1990_Roof_As-Built_A-1.pdf	PDF	Apr 22, 2016
KFB_Roof_Dimensions.pdf	PDF	Apr 22, 2016
KFB_1990_Roof_As-Built_A-3.pdf	PDF	Apr 22, 2016
KFB_1990_Roof_As-Built_A-5.pdf	PDF	Apr 22, 2016
KFB_1990_Roof_As-Built_A-2.pdf	PDF	Apr 22, 2016
Amendment_No._002_KTN_Roof(s).pdf	PDF	Apr 22, 2016
Amendment_No._001__Ketchikan_Roof(s).pdf	PDF	Mar 28, 2016
Layout.pdf	PDF	Mar 21, 2016
Reps_ _Certs_GS-10-P-16-XJ-C-7006.pdf	PDF	Mar 21, 2016
Wage_Determ_GS-10-P-16-XJ-C-7006.pdf	PDF	Mar 21, 2016
SOW_Ketchikan_Roof_Replacement.pdf	PDF	Mar 21, 2016
Solicitation_GS-10-P-16-XJ-C-7006.pdf	PDF	Mar 21, 2016
Div_1_GS-10-P-16-XJ-C-7006.pdf	PDF	Mar 21, 2016
SF1442__GS-10-P-16-XJ-C-7006.pdf	PDF	Mar 21, 2016
A-2_Photos.pdf	PDF	Mar 21, 2016
Agreement_GS-10-P-16-XJ-C-7006.pdf	PDF	Mar 21, 2016

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AutoCAD SHX Text 2 8

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AutoCAD SHX Text 2 8

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AutoCAD SHX Text A4

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ROOF H PARAPET DET.

AutoCAD SHX Text 1 1/2"=1'-0"

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PARAPET EXPANSION JOINT

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PARAPET DETAIL

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SOFFIT

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AutoCAD SHX Text 1A

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PARAPET PLAN

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EXPANSION JOINT COVER

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W/' STAINLESS STEEL FLANGE

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INSTALL CONVEX AT WALL

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FLEXIBLE PITCHED GUTTER

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SYSTEM W/ DOWNSPOUTS,

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FILL VOID W/ FIBERGLASS

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INSULATION

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REMOVE EXIST. CANT, FLASHING

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AND ROOFING SYSTEM DOWN TO

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EXISTING METAL DECK

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PROVIDE EXPANSION JOINT

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TRANSITION TO FLAT SURFACE

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AND SEAL EXPANSION JOINT

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COVER WATER TIGHT TO

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EXIST. WALL ANGLE BELOW

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EXISTING 2" INSULATED

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CURTAIN WALL PANEL BELOW

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TERMINATION BAR

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CAP FLASHING

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METAL CAP ANGLE

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FLASHING INSTALLED

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UNDER TERMINATION

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BAR

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1. FLEXIBLE EPDM FLASHING, EXTEND UP, OVER, AND DOWN

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OUTSIDE FACE OF PARAPET TO BOTTOM EDGE OF PARAPET FLASHING,

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UNDER CONTINUOUS CLEAT.

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2. TWO PIECE FLASHING AS REQUIRED BY PARAPET W/ 3/4" HEM AND

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CONTINUOUS CLEATS

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3. METAL FLASHING W/ 3/4" HEM AND CONTINUOUS CLEAT.

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4. SELF TAPPING SCREWS INTO STRUCTURAL MEMBER AND EXISTING

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METAL DECK.

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5. EXISTING ANGLE AND "Z" SHAPE

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6. EXISTING CHANNEL

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7. EXISTING METAL FASCIA

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8. EXISTING 18 GA. METAL DECKING

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9. TERMINATION BAR W/ CALKING AND S.S. SCREWS

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10. 3/8" W/R GYPSUM BOARD.

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11. VAPOR BARRIER

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12. FILL VOID BETWEEN TAPERED EPS AND OTHER MATERIALS W/

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SPRAY-ON URETHANE TYPICAL

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13. OSB BOARD

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14. EXISTING 2" CURTAIN WALL METAL PANELS.

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15. EXIST. CONT. BLOCKING FILL ALL HOLES & RESURFACE TO

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PROVIDE SMOOTH FLAT SURFACE FOR FULLY ADHERED EPDM MEMBRANE

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16. EPDM FLASHING, EXTEND UP, OVER, PROVIDE 2" BULB, AND

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EXTEND UP WALL AND SECURE UNDER CONTINUOUS TERMINATION BAR

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17. MATCH HEIGHT OF PARAPET AT DETAIL 2/A4 PARAPET EXPANSION

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JOINT

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18. TAPERED EPS INSULATION

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19. REMOVE ALL EXISTING FLASHING, INSULATION AND TOTAL

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ROOFING SYSTEM DOWN TO EXISTING DECK.

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20. PROVIDE CONT. %%p1/2"x3" HARD RUBBER FILLER SET IN FULL BED

AutoCAD SHX Text OF WATERSTOP OR ROUT EXISTING 3x8 TO MATCH THICKNESS OF

AutoCAD SHX Text EXIST. 2" CURTAIN WALL PANEL. PROVIDE %%p1/8"x3" HARD RUBBER

AutoCAD SHX Text FILLER SET IN FULL BED OF WATERSTOP TO MATCH %%p1/8"x1" VERTICAL

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FLAT BAR AT EXIST. PANEL JOINTS

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21. 2x8 PRESERVATIVE TREATED BOLT, OR SCREW TO EXIST.

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CHANNEL W/ SELF THREADING SCREWS

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22. 2" EPS INSULATION

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23. EPDM FULLY ADHERED MEMBRANE

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24. TURN MEMBRANE UP AND PROVIDE BAR ANCHOR

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25. STAINLESS STEEL SCREWS W/ NEOPRENE WASHER

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KEYED NOTES:

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ROOF I PARAPET DET.

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ROOF I TO WALL

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ROOF G TO WALL

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PARAPET @ ROOF J

AutoCAD SHX Text 1 1/2"=1'-0"

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PARAPET @ ROOF J TO ROOF I

AutoCAD SHX Text 1 1/2"=1'-0"

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ROOF H

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SLOPE

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CONNECT OT DRAIN IN EXIST.

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SINK BELOW. LOCATE IN FURRING

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SPACE FOR ROOF DRAIN LINES

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ROOF H & I

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ROOF H

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EXISTING WALL

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AutoCAD SHX Text 1/2"

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CAULKING

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ROOF H

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EXIST. STRUCTURE

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SLOPES SEE A2

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EXISTING VERIFY

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TYPICAL

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MIN 8"

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PARAPET METAL

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CAP FLASHING

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ROOF B

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ELEV. EXIST. STEEL STAIR AT ROOF B

AutoCAD SHX Text 3/8"=1'-0"

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STAIR AT ROOF ROOF B

AutoCAD SHX Text 3/8""=1'-0"

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SECTION EXISTING STEEL

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MIN

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1/2" PER FT

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GENERAL NOTES:

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1. ALL MATERIALS SHALL BE SCREWED

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TOGETHER, NAILING NOT ALLOWED

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TOP OF FLASHING TO ALIGN W/

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TOP OF PARAPET BEYOND

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SEE

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AT WINDOWS BEYOND

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BOTTOM OF FLASHING

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TO ALIGN W/ FLASHING

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AutoCAD SHX Text A5

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AutoCAD SHX Text A5

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AutoCAD SHX Text %%pELEV 30.00

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(PARAPET AT ROOF I SIMILAR)

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FACE OF PARAPET OSB

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BOARD TO ALIGN W/ FACE

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OF 2" METAL PANELS BYOND

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ROOF

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ROOF

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26. AT COL. LINE 7 FURR OUT PRESERVATIVE

AutoCAD SHX Text TREATED 2x8 TO ALIGN FACE W/ FACE OF

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EXISTING 2" METAL PANELS BEYOND

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27. EXISTING STRUCTURE VERIFY

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28. EXIST. PRESERVATIVE TREATED 3x6.

AutoCAD SHX Text MODIFY OUTSIDE FACE OF 3x6 TO ALIGN

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W/ FACE OF EXIST. 2" CURTAIN WALL MTL PANELS

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29. REMOVE EXIST. METAL FLASHING

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30. PRESERVATIVE TREATED FURRING W/ SLOPING

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TOP AS REQUIRED. BOLT TO EXISTING CONC.

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PARAPET

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31. METAL FLASHING INSERT 2" BETWEEN TOP OF

AutoCAD SHX Text EXISTING 3x6 AND EXIST. 2" CURTAIN WALL

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METAL PANELS, CAULK.

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2. FILL VOID BETWEEN ESP INSULATION AND

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OTHER MATERIALS W/ SPRAY-ON URETHANE

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INSULATION

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EXISTING, 1 1/2" CLEARANCE

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BETWEEN STEEL STAIR

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AND FACE OF PARAPET WALL

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EXISITNG STEEL

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STAIR

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REF. NO.

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STATE:

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CITY:

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STREET:

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GS-

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DATE

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REVISION

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NO.

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REGION 10 - AUBURN, WA.

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DESIGN & CONSTRUCTION DIVISION

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PUBLIC BUILDINGS SERVICE

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GENERAL SERVICES ADMINISTRATION

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APPROVED

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NAME

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ADDRESS

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NUMBER

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BUILDING

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NUMBER

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DESCRIPTION

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PROJECT

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DATE

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CKD.BY

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DRAWN BY

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TITLE

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TYPE

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DRAWING

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NUMBER

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SEQUENCE

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SERIES

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TYPE

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GS-

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NUMBER

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CONTRACT

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CONSTRUCTION

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AutoCAD SHX Text 27-178

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ARCHITECTURAL

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DETAILS II

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SJB

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RAK 21393A

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ROOFING REPLACEMENT

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FEDERAL BUILDING

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BLDG. # AK0005AK

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KETCHIKAN

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MILL ST & STEDMAN ST

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FEDERAL BUILDING, KETCHIKAN

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AS-BUILT DRAWINGS

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32. REPLACED WITH METAL SIDING.

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33. DELETED DETAIL ELEMENT.

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RIGID

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EXPAND-O FLASHING

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SUBSTITUTED W/MANVILLE

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UD-9

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EXIST.

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CONCRETE

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BLDG.

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STEEL

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VOID

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REUSED EXIST. HEAVY

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METAL FLASHING

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METAL SIDING INSTALLED

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OVER E.P.D.M.

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File details come from the government source that posted it. Updated Nov 14, 2017.