B08_Attach 3 Exhibit 4 Dwg_Emergency Repair of Roof_2011.pdf

OF

PKG.

NO.

SHEET

DRAWING NO.

TITLE OF PROJECT

COUNTY STATEREGION

PACIFIC WEST OREGON

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

InitialDateREVISIONMark SheetQUALITY DESIGN CERTIFICATION

OR

OR

Project Manager Date

Prepared in Accordance with Design Development Title I _____________

Construction Drawing Not Preceded by Design Development (Title I)

Variance from Design Development (Title I) Approved by Superintendent on ___________ (Date)

C 8078 08-0177

SEPTEMBER 2011

171188

CRATER LAKE NATIONAL PARK

EMERGENCY REPAIR OF ROOF AND

WATER DAMAGE TO BUILDING #2

STEEL VISITOR CENTER

100% CONSTRUCTION

DOCUMENTS

PROJ. NO. CRLA 171188

TITLE OF SHEET SUB SHEET NO.DESIGNED:

DRAWN BY:

DATE:

KLAMATH

109418

T H I S P R O J E C T

T O B E N D N O R T H E N T R A N C E

C L O S E D D U R I N G W I N T E R

T O

M E

D F

O R

D W

E S

T E

N T

R A

N C

E

S O U T H E N T R A N C E T O K L A M A T H F A L L S

C R A T E R L A K E

P A R K H D Q T R .

C R A T E R L A K E N A T I O N A L P A R K

1A-1

DLL

MKD

08/24/11

COVER SHEET

SITE PLAN

SCOPE OVERVIEW

SHEET INDEX

SCALE OF FEET

800 1600

SCALE OF FEET

20 40

SCALE A

SCALE B

SHEET INDEX:

ID NAME

A-1 COVER SHEET

VICINITY MAP

GENERAL NOTES

SHEET INDEX

A-2 FOUNDATION PLAN

A-3 1ST FLOOR PLAN

A-4 2ND FLOOR PLAN

A-5 ROOF PLAN

A-6 WINDOW AND FLASHING DETAILS

S-1 STRUCTURAL NOTES

S-2 SHORING FOUNDATION PLAN

S-3 SECOND FLOOR SHORING PLAN

S-4 SHORING DETAILS

L

NFPA NAT’L FIRE

PROTECTION

ASSOC.

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O/ OVER

OA OVERALL

OC ON CENTER

OCC OCCUPANTS

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND

BOARD

PARA PARALLEL

PERP PERPENDICULAR

PL PLATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PT PAINT

PTN PARTITION

(R) REMOVE

RAD RADIUS

RB RUBBER BASE

RD ROOF DRAIN

REC RECESSED

REF REFINISH

REINF REINFORCE

REP REPAIR

REQ REQUIRED

RESIL RESILIENT

RES RESTORE

RF REFERENCE

RGTR REGISTER

RL ROOF LEADER

RM ROOM

S SOUTH

SALV SALVAGE

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET

SHT SHEET

SHTHG SHEATHING

ABBREVIATIONS:

SIM SIMILAR

SL SEAL

SLR SEALER

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

ST STAIN

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

T&G TONGUE & GROOVE

THK THICK

T.O. TOP OF

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TR TRASH RECEPTACLE

TRD TREAD

TOW TOP OF WALL

TYP TYPICAL

UMC UNIFORM MECHANICAL

CODE

UNF UNFINISHED

UON UNLESS OTHERWISE

NOTED

UPC UNIFORM PLUMBING

CODE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

W WEST

W/ WITH

WCV WALL-COVERING

WD WOOD

WDW WINDOW

WO WHERE OCCURS

W/O WITHOUT

WP WATERPROOF

WT WEIGHT

GA GAUGE

GALV GALVANIZED

GL GLASS

GLB GLULAM BEAM

GND GROUND

GR GRADE

GSM GALVANIZED SHEET

METAL

GYP GYPSUM

GWB GYPSUM WALL

BOARD

HB HOSE BIBB

HC HOLLOW CORE

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JCT JUNCTION

LB POUND

LT LIGHT

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEMB MEMBRANE

MTL METAL

MFR MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

MUL MULLION

N/A NOT APPLICABLE

N NORTH

(N) NEW

MATERIAL LEGEND:

BLOCKING

WOOD FRAMING

PLYWOOD

STEEL

GYPSUM WALL BOARD

& AND

L ANGLE

@ AT

C CENTERLINE

# POUND

AD AREA DRAIN

ADJ ADJACENT

AFF ABOVE FINISHED

FLOOR

AL ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ATT ATTACH

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

B.O. BOTTOM OF

BOT BOTTOM

BUR BUILT UP ROOFING

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CVG CLEAR VERTICAL

GRAIN

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLKG CAULKING

CLO CLOSET

CLR CLEAR

CO CLEANOUT

COL COLUMN

COMP COMPOSITION

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRUGATED

CPT CARPET

CTR CENTER

CTSK COUNTERSINK

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DOUGLAS FIR

DFPT PRESSURE TREATED

DOUGLAS FIR

DIA DIAMETER

DIM DIMENSION

DN DOWN

DO DOOR OPENING

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DTL DETAIL

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRICAL

PANEL

EQ EQUAL

EQPT EQUIPMENT

EWC ELECTRIC WATER

COOLER

EXIST EXISTING

EXP EXPANSION

EXPO EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FB FUSE BOX

FBRGL FIBERGLASS

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLASH FLASHING

FLUOR FLUORESCENT

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FPRF FIREPROOF

FRP FIBERGLAS REINF

PANEL

FS FULL SIZE

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

1. CONTRACTOR SHALL VERIFY THAT (E) CONDITIONS ARE AS

INDICATED ON THE DRAWINGS. NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY OF VARIATIONS OR DISCREPANCIES.

DO NOT PROCEED WITH AFFECTED WORK UNTIL THE

CONTRACTING OFFICER RESOLVES THE VARIATIONS AND/

OR DISCREPANCIES.

2. THE DRAWINGS SHOW PRINCIPAL AREAS OF WORK.

INCIDENTAL REMOVALS, RELOCATIONS, PATCHING AND

REPAIRING MAY ALSO BE NECESSARY IN AREAS. THIS

INCIDENTAL WORK, ALTHOUGH NOT NECESSARILY SHOWN

ON THE DRAWINGS IS ALSO PART OF THE CONTRACT.

ASCERTAIN THE WORK NEEDED, AND DO THAT WORK IN

ACCORD WITH THE CONTRACT REQUIREMENTS, AND AS

PART OF THE CONTRACT AMOUNT.

3. ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON

DRAWINGS SHALL BE DONE IN ACCORDANCE WITH ALL

APPLICABLE CODES AND ORDINANCES. USE METHODS AS

REQUIRED TO COMPLETE WORK WITHIN LIMITATIONS OF

ALL PREVAILING LAWS AND CODES.

4. DO NOT SCALE DRAWINGS: USE DIMENSIONS SHOWN. ALL

DIMENSIONS SHALL BE VERIFIED IN THE FIELD.

DIMENSIONS SHOWN AT (E) CONDITIONS ARE TO FACE OF

(E) FINISH UON. DIMENSIONS AT NEW WORK ARE TO FACE

OF FINISH UON. DIMENSIONS OF (E) CONDITIONS ARE FOR

REFERENCE ONLY AND SHALL BE VERIFIED BY THE

CONTRACTOR IN THE FIELD. WHERE NO DIMENSION IS

PROVIDED CONSULT WITH THE ARCHITECT FOR

CLARIFICATION BEFORE PROCEEDING WITH AFFECTED

WORK. ALL NOTED ITEMS ASSUMED NEW UNLESS NOTED

EXISTING OR (E).

5. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR

SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT

THE JOB SITE, INCLUDING SAFETY OF PEOPLE AND

PROPERTY. ARCHITECT SITE VISITS ARE NOT INTENDED TO

REVIEW THE ADEQUACY OF THE CONTRACTOR’S SAFETY

MEASURES.

6. INSTALL MANUFACTURED MATERIALS AND EQUIPMENT PER

MANUFACTURER’S RECOMMENDATIONS AND

INSTRUCTIONS, UNLESS OTHERWISE INSTRUCTED.

7. ALL WASTE AND REFUSE CAUSED IN CONNECTION WITH

THE WORK SHALL BE REMOVED FROM THE PREMISES AND

DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL

BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF NPS.

8. APPLICATION OF FINISH: SURFACES PREVIOUSLY

PREPARED OR INSTALLED BY ANOTHER TRADE SHALL BE

INSPECTED CAREFULLY BY THE CONTRACTOR BEFORE

APPLYING SUBSEQUENT MATERIALS OR FINISHES. IF

SURFACES ARE NOT ACCEPTABLE, CONTRACTING

OFFICER SHALL BE NOTIFIED IMMEDIATELY IN ORDER

THAT CORRECTIONS MAY BE MADE. APPLICATIONS OF

FINISHES WILL BE CONSTRUED AS ACCEPTANCE OF

RESPONSIBILITY BY THE SUBCONTRACTOR FOR THE BASE

UPON WHICH IT IS APPLIED.

9. INSTALL ALL WORK PLUMB, LEVEL AND STRAIGHT, OR AS

REQUIRED TO ALIGN WITH (E) ADJACENT SURFACES.

10. CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS

REQUIRED TO PERFORM WORK. RESPONSIBILITY FOR

ENGINEERING, CONSTRUCTION AND SAFETY OF THE

SHORING SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

11. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION. THE DRAWINGS AND SPECIFICATIONS ARE

INTENDED TO BE COMPLIMENTARY. SEE NOTE 12.

12. CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE

DRAWINGS, SPECIFICATIONS, NOTES AND DETAILS SHALL

BE BROUGHT TO THE ATTENTION OF THE NPS

REPRESENTATIVE AND RESOLVED BEFORE PROCEEDING

WITH WORK.

13. DETAILS SHOWN SHALL BE INCORPORATED INTO THE

PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER

SPECIFICALLY CALLED OUT OR NOT.

14. THE CONTRACTOR MUST SUBMIT IN WRITING ANY

REQUESTS FOR MODIFICATIONS TO THE PLANS AND THE

SPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE

CONTRACTING OFFICER FOR REVIEW DO NOT

CONSTITUTE "IN WRITING" UNLESS IT IS CLEARLY NOTED

ON THE SUBMITTAL THAT SPECIFIC CHANGES ARE BEING

REQUESTED WITH THE PHRASE "REQUESTED CHANGE"

AND SUBMITTED WITH A COMPLETED SUBSTITUTION

REQUEST FORM.

15. FINAL AS-BUILT RECORD DOCUMENTS SHOWING ALL

REVISIONS INCORPORATED DURING CONSTRUCTION,

SHALL BE SUBMITTED TO THE CONTRACTING OFFICER

PRIOR TO PROJECT CLOSE-OUT.

DEMOLITION:

16. SAFETY OF THE PUBLIC, PERSONNEL AND PROPERTY

DURING THE DEMOLITION IS SOLELY THE RESPONSIBILITY

OF THE CONTRACTOR. BEFORE DEMOLITION BEGINS, THE

CONTRACTOR SHALL INSPECT THE (E) CONSTRUCTION TO

IDENTIFY DEFECTS AND STRUCTURAL WEAKNESSES

WHICH MAY AFFECT THE SAFETY OF HIS WORK.

CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO

ENSURE THAT THESE DEFECTS AND WEAKNESSES ARE

REMEDIED PRIOR TO PROCEEDING WITH DEMOLITION.

17. THE CONTRACTOR SHALL REVIEW THE NEED FOR

TEMPORARY BRACING PRIOR TO THE CUTTING AND

REMOVAL OF (E) CONSTRUCTION.

18. STRUCTURAL SHORING, WHERE REQUIRED, SHALL BE

REVIEWED FOR ADEQUACY TO MEET ITS INTENDED

PURPOSE BY THE CONTRACTOR’S OREGON STATE

LICENSED STRUCTURAL ENGINEER.

19. DURING DEMOLITION, PROTECT FROM DAMAGE ALL

MATERIALS NOT REQUIRED TO BE REMOVED OR

DEMOLISHED OR SPECIFICALLY NOTED TO BE

PROTECTED. CONTRACTOR TO SUBMIT DEMOLITION AND

PROTECTION PLAN FOR APPROVAL PRIOR TO

PROCEEDING WITH DEMOLITION.

20. REMOVE ALL MATERIALS ACCORDING TO OWNER’S

REQUIREMENTS.

21. RESTORE ADJACENT SURFACES DISTURBED BY

DEMOLITION TO ORIGINAL CONDITION. PATCH VISIBLE

SURFACES TO MATCH ADJACENT ORIGINAL FINISH

CONDITIONS.

22. REPAIR ALL FINISHES FOLLOWING REINSTALLATION OF

LIGHTING FIXTURES AND OTHER MISC EQUIPMENT, TYP.

23. PROTECT AND PREPARE FOR STORAGE BY THE PARK

BUILDING ELEMENTS REMOVED FOR PRESENT WORK TO

BE REINSTALLED DURING FINAL STABILIZATION.

SAND, GROUT, OR MORTAR

EARTH

GRAVEL

STRUCTURAL CONCRETE

BATT INSULATION

CONSTRUCTION TYPE: V A

SEISMIC ZONE: 2B

GROSS AREA SF SUMMARY:

BASEMENT/MECHANICAL ROOM 222 SF

FIRST FLOOR 2,765 SF

SECOND FLOOR 2,270 SF

GROSS AREA: 5,257 SF

PROJECT INFORMATION:

CODE INFORMATION:

ALL WORK SHALL COMPLY WITH APPLICABLE CODES

AND ORDINANCES INCLUDING BUT NOT LIMITED TO:

International Building Code, 2009 Edition International Existing Building Code, 2009 Edition Life Safety Code Occupational Safety and Health Act (OSHA, latest amended version).

National Historic Preservation Act (NHPA) Oregon Specialty Mechanical Code (OMSC) 2010 Oregon Electrical Specialty Code (OESC) 2011 Oregon Plumbing Specialty Code (OPSC) 2011

GENERAL NOTES:

PIPING:

DRAIN

PROPANE

ELECTRICAL

(E) DOMESTIC WATER

SANITARY SEWER

TELE/COM

FIRE

NON POTABLE WATER

SCALE C

04 4 8

SCALE OF FEET

012 12

SCALE OF INCHES

SCALE D

SCALE E

01 1 2

SCALE OF FEET

VICINITY MAP

NO SCALE

CRATER LAKE NATIONAL PARK

STEEL VISITOR CENTER

171188

DATE:

DESIGNED: SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

TECH. REVIEW:

109418

2 3 4 5

B

C

D

E

G

F

A

E

D

C

B

G

A

F

2 3 4 5 61

HH

B.1B.1

B.2B.2

D.1D.1

D.2D.2

C-13 C-14 C-15 C-16

C-01 C-02

C-04C-03

C-05 C-07C-06

C-09

C-08

C-12 C-11 C-10

C-24C-23

C-22C-20

C-19

C-18

C-17 C-21

(E) LOAD BEARING

PONY WALL ALIGNMENT

(E) LOAD BEARING PONY

WALL ALIGNMENT

1 FOUNDATION PLAN N

DLL

MKD

08/24/11

A-2DLL

FOUNDATION PLAN

CSCALE

SCALE C

04 4 8

SCALE OF FEET

GENERAL NOTES:

1. COVER AND PROTECT AREAS ADJACENT TO AREA OF WORK.

2. DUCTWORK SHOWN IS SCHEMATIC ONLY. CONTRACTOR TO VERIFY ALL (E)

DUCTWORK LOCATIONS, ADJUST LOCATION OF DUCTS AS REQUIRED TO

ACCOMODATE (N) COLUMN BEARING LOCATIONS. NOTIFY OWNER AND

ARCHITECT OF ANY NECESSARY MODIFICATIONS BEFORE EXECUTION.

DOCUMENT ANY MODIFICATIONS ON RECORD DWGS.

STEEL VISITOR CENTER

171188

DATE:

DESIGNED: SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

TECH. REVIEW:

109418

2 3 4 5

B

C

D

E

G

F

A

E

D

C

B

G

A

F

2 3 4 5 61

HH

B.1B.1

B.2B.2

D.1D.1

D.2D.2

'-1

0"

103'-1" +-

(E) CABINET TO REMAIN.

COVER & PROTECT

FROM DAMAGE

REMOVE (E) FALSE BEAM ABOVE.

WRAP & PROTECT FOR STORAGE BY

THE PARK FOR LATER REINSTALLATION

(E) SHELVING TO REMAIN. PROTECT FROM

DAMAGE. REMOVE DOORS & DRAWERS

ADJACENT TO CLMN. LOCATIONS

SUFFICIENT TO ALLOW FOR ACCESS.

WRAP & PROTECT FOR STORAGE BY NPS.

(E) CABINETS TO REMAIN PROTECT

FROM DAMAGE. REMOVE DOORS

ADJACENT TO COLUMN AS RQR'D FOR

ACCESS. WRAP, AND PROTECT FOR

PARK TO STORE UNTIL REINSTALLATION.

(E) GLASS COUNTERTOP

COVER AND PROTECT

FROM DAMAGE

CANTILEVER SHORING

BEAM TO WITHIN 2" OF FACE

OF STONE. PROTECT STONE

FROM DAMAGE.

REMOVE (E) FALSE BEAM ABOVE.

WRAP & PROTECT FOR STORAGE BY

OWNER FOR LATER REINSTALLATION.

PATCH & REPAIR WALL ADJACENT O

FIREPLACE. PROTECT BENCH BELOW.

SEE NOTE 2.

SEE NOTE 2.

SEE NOTE 2.

C-13 C-14 C-15 C-16

C-01 C-02

C-04C-03

C-05 C-07C-06

C-09

C-08

C-12 C-11 C-10

C-24C-23

C-22C-20

C-19

C-18

C-17 C-21

CRAWLSPACE

ACCESS

CRAWLSPACE

ACCESS

RELOCATE (E) LAV. TO

WEST TO ALLOW COL.

CLEARANCE - FIELD

VERIFY LOCATION

HW

(E) LOAD BEARING

PONY WALL ALIGNMENT

(E) LOAD BEARING PONY

WALL ALIGNMENT

TRASH

TERRACE

VISITOR

LOBBY

ENTRY

ASSOC. SALESVISITOR

INFO.PROJ.

STOR.

STAIR

AUDITORIUM

MAIL

ROOM

OFFICE

WOMEN'S

ROOMMEN'S

ROOM

HALL

UTILITY

STOR.

ROOM

A

A

A

4'-6"

5'-4"

5'-5"

2x DOUBLE

HEADERS

(E) PLASTER CEILING

(E) 2x8 JOISTS

PROVIDE PTD 1x4 TRIM

SURROUND @ HATCH OPENING

ACCESS LADDER FRAME PER MFR

RO

FLOOR TO CEILING HT

APPROX 8'-0"

DETAILS BASED UPON

WERNER #WH2208 "WOOD

FOLDING HEAVY DUTY

ACCESS LADDER"

350# LOAD CAPACITY

REQUIRED CLR LANDING SPACE

TOTAL LADDER PROJECTION

REFER TO SHEET ___ FOR

LOCATION

2'-2 1/2"

ADD NEW FURRING

AS REQUIRED

REMOVE PORTION OF (E)JOIST

NEW HEADER BEYOND

STRINGER

BRACE

STRINGER

BRACE

ACCESS LADDER FRAME &

DOOR PANEL PER MFR

RO

1 1st FLOOR PLAN

SCALE: 1 1/2"= 1'-0"2 LONGITUDINAL HATCH SECTION

SCALE: 1 1/2"= 1'-0"3 WIDTHWISE HATCH SECTION

N

DLL

MKD

08/24/11

A-3DLL

1ST FLOOR PLAN

012 12

SCALE OF INCHES

SCALE E

SCALE C

04 4 8

SCALE OF FEET

CSCALE

GENERAL NOTES:

1. COVER AND PROTECT AREAS ADJACENT

TO AREA OF WORK.

2. REMOVE, WRAP, PROTECT AND STORE (AT

THE NPS DIRECTION) PENDANT FIXTURES

AT GIFT SHOP.

STEEL VISITOR CENTER

171188

DATE:

DESIGNED: SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

TECH. REVIEW:

109418

2 3 4 5

B

C

D

E

G

F

A

E

D

C

B

G

A

F

2 3 4 5 61

HH

B.1B.1

B.2B.2

D.1D.1

D.2D.2

A-4

A-4

A-4

A-4

A-4

103'-1" +-

'-4

A-6

A-6

A-6

A-6

A-6

A-6

A-6

A-6

(N) ATTIC ACCESS HATCH ABOVE.

1 2 3 4 5 6

1110987

(E) LOAD BEARING

PONY WALL ALIGNMENT

(E) LOAD BEARING PONY

WALL ALIGNMENT

PARK

LIBRARY

STOR.LAV.

JANITOR

CORRIDOR

ASSOC.

OFFICE

WORKSHOP/

OFFICE

INTERP.

WORKSHOP

MUSEUM

COLLECTION

STORAGE

1 2nd FLOOR PLAN

NOT TO SCALE2 DORMER 6 DTL.

NOT TO SCALE3 DORMER 5 DTL.

(E) CONDITION REPAIR TO MATCH

ORIGINAL FINISHES @ DORMERS

(E) CONDITION REPAIR TO MATCH

ORIGINAL FINISHES @ DORMERS

N

DLL

MKD

08/24/11

A-4DLL

2ND FLOOR PLAN

SCALE C

04 4 8

SCALE OF FEET

CSCALE

GENERAL NOTES:

1. COVER AND PROTECT AREAS ADJACENT TO AREA OF WORK.

2. AT ALL DORMERS WHERE WATER DAMAGE IS PRESENT PATCH AND REPAIR

(E) 1/2" TYPE 'X' GWB AS REQUIRED. (TYPICAL EXISTING CONDITIONS

SHOWN IN DETAILS 2-6 BELOW). NOTIFY OWNER & ARCHITECT IF

EVIDENCE OF DRY ROT IS FOUND IN EXPOSED FRAMING MEMBERS.

STEEL VISITOR CENTER

171188

DATE:

DESIGNED: SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

TECH. REVIEW:

109418

2 3 4 5

B

C

D

E

G

F

A

E

D

C

B

G

A

F

2 3 4 5 61

HH

B.1B.1

B.2B.2

D.1D.1

D.2D.2 1 A-6

A-6

A-6

A-6

A-6

A-6

A-6

A-6

(E) VALLEY FLASHING TO

REMAIN - PATCH ANY

OPENINGS WITH ASPHALTIC

ROOFING CEMENT AT ALL (3)

GABLE DORMERS PER 5/A6.

APPROX. 6:12

(E) ROOF SLOPE

APPROX. 6.5:12

(E) ROOF SLOPE

APPROX. 14:12

(E) ROOF SLOPE

APPROX. 14:12

(E) ROOF SLOPE

APPROX. 14:12

(E) ROOF SLOPE

APPROX. 6:12

(E) ROOF SLOPE

APPROX. 14:12

(E) ROOF SLOPE

AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK AREA OF WORK

AREA OF WORKAREA OF WORK

AREA OF WORK

AREA OF WORK

(E) LOAD BEARING

PONY WALL ALIGNMENT

(E) LOAD BEARING PONY

WALL ALIGNMENT

A-6

A-6

A-6

PROTECT (E) CHIMNEY

STONEWORK

NEW COPPER CAP W/

HEMMED 1" DRIP EDGE

(E) FLUE TERMINATION

CAPS, NOT IN USE

REMOVE (E) CHIMNEY CAP,

PROTECT STONE FOR

STORAGE FOR LATER

REINSTALLATION. PROTECT

(E) CHIMNEY STONEWORK

WHICH IS TO REMAIN

VIF, TO COVER (E) FLUE

TERMINATION CAPS

PROVIDE BLOCKING

SUPPORT @ 12" O.C.

FOR METAL CAP

LINE OF MASONRY

REMOVAL

NOT TO SCALE5 W. CHMNY CRICKET DTL.

1 ROOF PLAN

2 EAST CHIMNEY SECTION DTL.

NOT TO SCALE3 S. GABLE DORMER DTL.

NOT TO SCALE4 W. CHMNY CRICKET DTL.

CONTRACTOR TO PROVIDE FOR ASPHALTIC

WATERPROOFING PATCHING @ ALL EXPOSED

FLASHING

CONTRACTOR TO PROVIDE FOR ASPHALTIC

WATERPROOFING PATCHING @ ALL EXPOSED

FLASHING

CONTRACTOR TO PROVIDE FOR ASPHALTIC

WATERPROOFING PATCHING @ ALL EXPOSED

FLASHING

N

DLL

MKD

08/24/11

A-5DLL

ROOF PLAN

CSCALE

SCALE C

04 4 8

SCALE OF FEET

SCALE D

01 1 2

SCALE OF FEET

DSCALE

GENERAL NOTES:

1. COVER AND PROTECT AREAS ADJACENT TO AREA OF WORK.

2. CONTRACTOR TO PROVIDE FOR ASPHALTIC WATERPROOFING @ ALL

EXPOSED FLASHING (TYP. CONDITIONS SHOWN IN DTLS 3/A-5 - 5/A-5.)

STEEL VISITOR CENTER

171188

DATE:

DESIGNED: SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

TECH. REVIEW:

109418

A-6

A-6

REMOVE & PROTECT (E)

WINDOW & CASING, FOR

REINSTALLATION. TYP @

ALL SHED & GABLE

DORMERS. INSTALL (N) 1X

TRIM TO MATCH (E) AT

DORMERS 5 & 6.

EXIST. PLYWD

SHEATHING, TYP

(E) SHAKES, TYP

(E) INSULATION

COVER ALL DORMER WALLS WITH (N)

ICE & WATER SHIELD PER DTL. 6/A-6

SIM

GEN. NOTE: AT ALL DORMERS

WHERE WATER DAMAGE IS

PRESENT PATCH AND REPAIR

(E) 1/2" TYPE 'X' GWB AS

REQUIRED. NOTIFY ARCHITECT

IF EVIDENCE OF DRY ROT IS

FOUND IN EXPOSED FRAMING

MEMBERS.

A-6

A-4

A-6

A-6

A-6

(E)

INSULATION

INSTALL (N) BASE

@ DORMERS 5 & 6

PATCH & PAINT TO

MATCH EXISTING

BASE.

AT DORMERS 5 & 6

INSTALL (N) 1/2"

TYPE 'X' GWB.

PAINT TO MATCH

(E) INT. FINISHES

SEE 1/A-4 FOR TYP

NOTES

GEN. NOTE: AT ALL DORMERS

WHERE WATER DAMAGE IS

PRESENT PATCH AND REPAIR

(E) 1/2" TYPE 'X' GWB AS

REQUIRED. NOTIFY ARCHITECT

IF EVIDENCE OF DRY ROT IS

FOUND IN EXPOSED FRAMING

MEMBERS.

A-6

A-6

REMOVE & REPLACE 2 COURSES OF SHINGLES

9"

8"

8"

REMOVE, PROTECT &

STORE WINDOW DURING

CONSTRUCTION.

REINSTALL WINDOW &

CAULK SURROUND.

WET FLASH ROUGH

OPENING

(E) PLYWD

(E) I&W SHIELD

(N) I&W SHIELD

REPLACE (E)

SHINGLES AFTER

INSTALLATION OF

(N) FLASHING

COPPER FLASHING

COPPER

COUNTERFLASHING

(N) GWB AT DORMERS

5 & 6 AND OTHERS AS

REQUIRED. PATCH TO

MATCH (E) CONDITION

WET-FLASH, TYP

16 GA. COPPER HEADER

FLASHING W/ DRIP

(N) I&W SHIELD OVER

HEADER FLASHING

WET-FLASH

JOINT SEALANT

I&W SHIELD TO LAP

3RD COURSE OF

SHAKES BY 4"

PROVIDE

CONTINUOUS

CAULKING @ (N)

COUNTERFLASHING

TY

P

H

E A

D

J A

M B

SILL

HEADER

(JAMB SIM)

APPLY (N) 30# ROOFING

FELT @ REINSTALLATION

OF (N) SHAKES

STAGGERED EXPOSURE TO MATCH EXISTING PATTERN

6"

REMOVE SHINGLES AS

6"

I & W SHIELD TO LAP 12" OVER FIELD

(N) ICYNENE INSULATION @

EXPOSED DORMER WALLS, TYP

NEW STEPPED FLASHING @ DORMERS; WRAP 12" UP

DORMER WALL & EXTEND 6" BEYOND DORMER UNDER

ROOFING. REMOVE & REPLACE SHINGLES AS REQUIRED.

TYP @ ALL SHED & GABLE DORMERS.

(E) FELT @ ROOF TO BE DRAWN BACK

AFTER REMOVAL OF SHAKES & TO BE

RELAID OVER (N) ICE & WATER SHIELD AND

WOVEN INTO STEP SHINGLES

(N) I&W SHIELD @ DORMER WALLS, LAP

OVER (E) @ ROOF, EXTEND PAST

REMOVED SHINGLE ROOFING; EXTEND TO

UNDERSIDE OF EAVE @ WALL, TYP

MIN 6" EXPOSURE OF FLASHING

LAP 2ND LAYER OF MEMBRANE OVER

FLASHING 4" LAP MINIMUM. I&W SHIELD

SHOULD NOT BE EXPOSED @ STEP FLASHING.

(E) ICE & WATER

SHIELD AT ROOF

REQUIRED FOR ACCESS

(±18")

APPLY ASPHALTIC

MASTIC @ ALL VALLEY

LOCATIONS WHERE

METAL LAPS METAL

FIT LEAD SHEET FLASHING

UNDER SECOND SHAKE COURSE,

FORMING OVER VALLEY & RIDGE.

REMOVE FIRST COURSE OF (E)

SHAKESTO APPLY (N) LEAD SHEET

FLASHING AND (N) ICE & WATER

SHIELD @ LEAD AND COPPER

FLASHING.

REMOVE CEDAR RIDGE CAP &

FIRST COURSE OF (E) SHAKES TO

APPLY (N) LEAD SHEET FLASHING

AND (N) ICE & WATER SHIELD @

LEAD AND COPPER FLASHING.

2"

8"

A-6

(E) SHAKES

(E) 3/4" SHEATHING

(N) COPPER FLASHING

W/ HEMMED EDGE @

(E) 4x8 OUTRIGGER(S)

TO EXTEND UP WALL 8"

UNDER SIDING.

(N) ICE & WATER SHIELD

(E) PTD FASCIA

INSTALL (N) CEDAR SHAKE SIDING

OVER (N) ICE & WATER SHIELD

PROVIDE (3) BORATE

RODS PER OUTRIGGER

UNDER FLASHING CAP

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

SCALE: 1/2" = 1'-0"2 GABLE DORMER (KEY)

SCALE: 1/2" = 1'-0"3 SHED DORMER

SCALE: 1/2" = 1'-0"4 SHED DORMER (KEY)

SCALE: 3" = 1'-0"8 WINDOW DETAIL

SCALE: 3" = 1'-0"6 DORMER WALL

NOT TO SCALE5 DTL. AT DORMER GABLE AND VALLEY (TYP.)

SCALE: 1 1/2"= 1'-0"7 GABLE OUTRIGGER DETAIL

DLL

MKD

08/24/11

A-6DLL

WINDOW AND FLASHING

DETAILS