FINAL_Drawings_08_05_2021.pdf

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BLEACHERS

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MARITIME MUSEUM

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BLEACHERS

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VAN NESS

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AVENUE

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POLK

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STREET

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BEACH STREET

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SAN FRANCISCO

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PUMPING

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STATION

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TOWER

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LARKIN

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STREET

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COLUMBUS

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AVENUE

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HYDE STREET

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HASLETT

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WAREHOUSE

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CANNERY

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FISHERIES

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BUILDING

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MASKELL

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MARINE

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BUILDING

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WHARF

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THE MARITIME

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STORE

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AQUATIC PARK

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SAN FRANCISCO BAY

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OUTER

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LAGOON

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FISHING

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BASIN

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PIER 4

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TOWER

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VICTORIAN

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PARK

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CABLE CAR

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TURNTABLE

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JEFFERSON STREET

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SAND BEACH

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EPPLETON

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HALL

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ALMA

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C.A.THAYER

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HERCULES

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EUREKA

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HYDE STREET PIER

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BREAKWATER

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SEA SCOUT

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WHARF

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PIER

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MUNIC

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IPAL

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RETAINING

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WALL

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BALCLUTHA

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BOAT SHOP

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ARK

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TUBBS

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TOMALES

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PETALUMA

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NOVATO

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NAPA

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FAIRFIELD

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VALLEJO

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CONCORD

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WALNUT

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CREEK

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HAYWARD

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OAKLAND

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BERKELEY

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SAN

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MATEO

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PALO

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ALTO

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SAN

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FRANCISCO

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SAN

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PABLO

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BAY

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PACIFIC

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OCEAN

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POINT

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REYES

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GOLDEN

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GATE

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GOLDEN

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GATE

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SAN FRANCISCO MARITIME

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NATIONAL HISTORICAL PARK

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SCALE OF MILES

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SCALE OF FEET

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SCALE OF METERS

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SAN FRANCISCO MARITIME NATIONAL HISTORICAL PARK

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RESTROOMS

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PARK BOUNDARY

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LEGEND

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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OF

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PMIS

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NO.

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SHEET

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DRAWING NO.

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SAFR 350

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SAN FRANCISCO MARITIME N.H.P.

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PACIFIC WEST

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SAN FRANCISCO

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CALIFORNIA

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350/80,000 4/87; PARK MINI FOLDER 1993; DRAWN 9/93. UPDATED 11/98. SGS.

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TUBB'S CORDAGE BUILDING - CONTRACT DOCUMENTS

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TUBB'S CORDAGE BUILDING

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SAFR

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SAN FRANCISCO

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CALIFORNIA

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CONSTRUCTION DRAWINGS

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PROJECT SITE

AutoCAD SHX Text 3 4 5 6 7 8 9 10 11 12 13 14 15

AutoCAD SHX Text A2.0 A4.1 A4.2 A4.3 A4.4 A8.0 A8.1 A8.2 A8.3 A8.4 A8.5 A8.6 A9.0

AutoCAD SHX Text BUILDING PLAN & SCHEDULE NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION DETAILS EAST ELEVATION DETAILS SOUTH ELEVATION DETAILS SOUTH CRAWL SPACE DETAILS WEST ELEVATION DETAILS WINDOW DETAILS SIDING & ROOFING DETAILS INTERIOR DETAILS

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%%UARCHITECTURAL

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%%UGENERAL

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%%UDRAWING INDEX

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COVER SHEET GENERAL NOTES, ABBR., AND SYMBOLS

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AutoCAD SHX Text S1.1 S2.1 S3.1 S8.1

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GENERAL NOTES FLOOR & ROOF PLANS ELEVATIONS DETAIL SHEET

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%%UBID OPTION 1 - STRUCTURAL

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ACCESSIBLE LIFT PLAN AND ELEVATIONS

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%%UBID OPTION 2 - ACCESSIBLE LIFT

SCALE: N.T.S

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TYP. PROJECTION/FLASHING & CERTI-LABEL

SHINGLE ASSEMBLY DIAGRAM

TYP. CHIMNEY, FLASHING & CERTI-LABEL

SHINGLE ASSEMBLY DIAGRAM

TYP. CERTI-LABEL SHINGLE ROOFING

DIAGRAM

(E) PIER DECK

(E) 2X6

(E) PLYWD FLOOR SHEATHING

(E) CONCRETE FOOTING

(E) 6X8 PERIMETER BEAM

(N) EXTERIOR GRADE PLYWD SKIRTING

(E) 1" CHANNEL

SHIPLAP SIDING

(N) MTL Z FLASHING

EXTERIOR INTERIOR

SCALE:

TYP. SIDING SECTION

C 3" = 1'-0"

X-DTL-EXT

A8.6

(E) MAINTAIN EXISTING GAP BETWEEN

PLYWD SKIRTING AND PIER DECK

91 8"

4"

85 8"

71 8" 1 2"

11 2"

8" 3

8"

1 2"

SCALE: B 6" = 1'-0"

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REDWOOD SHIPLAP PATTERN 773: 1"

CHANNEL SHIPLAP (S2S) BEVELED CHANNEL

Bottom or Apron flashing

Head flashing

Typical chimney flashing requiring soldering

Caulking

Certi-label® product

Step flashing 3" minimum overlap

Horizontal width 4" 2 1/2"

3" 2 1/2"

Shakes Shingles

Recommended step flashing width

Typical chimney flashing not requiring soldering

Solder joints

3" 6"

3" minimum

Caulking

6" minimum

Vertical width

Note: Check with your local building code official for minimum gauge/thickness requirement and step-flashing height.

Figure 14d: Typical Projection Flashing Figure 14e: Typical Projection Flashing

Counter flashing Jack

Plumbing stack

Certi-label® shake or shingle joint

1" minimum clearance around projection

Nails should not penetrate flashing flange underneath

Keep edge of flange minimum 2" from edge of Certi-label® shake or shingle joint

Rafter header

Fascia

Rafter fascia

Gutter

First course doubled or tripled

Solid wood sheathing

Eave protection (extend to rake edge)

Rafter

For 4:12 slope and steeper, use Number 1 Grade shingles at 5", 5 1/2" and 7 1/2” exposures for 16", 18" and 24" shingles respectively. For lower roof slopes and lower product grades use reduced exposures.

Space shingles 1/4" - 3/8" apart

Spaced sheathing should be 1 x 4 or 1 x 6

Two nails (only) for each shingle approximately 3/4" from edge and approximately 1 1/2” above exposure line.

Product should project 1 1/2" beyond the fascia and approximately 1" over the gable or rake end"

Alternate course joints should not align

Adjacent course joints should be offset 1 1/2" minimum