B09_Amd_05_Attach_36_GOGA_311373_Complete_CD_Drawings_2023_08_07_Part2_0005.pdf

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No. C055585

Exp. 12/31/24

...; -8

I ct::

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REMOVE (E) WD NAILERS AND INSTALL

(N) WD NAILERS TO MATCH (E).

FASTEN TO (E) CONC CEILING WITH

FLAT HEAD CONC SCREWS AT 18" O.C.

REMOVE (E) WD FURRING AND INSTALL

(N) WD FURRING TO MATCH (E),

FASTEN TO NAILERS WITH FLAT HEAD

WD SCREWS AT EACH NAILER AND

EACH END OF FURRING, TYP.

I::,. 4 t> t>

4 '

~ t> t> 4

REMOVE AND REINSTALL (E)

ACOUSTICAL CEILING TILES OR INSTALL

(N) IN KIND TILES TO MATCH (E)

WHERE {E) CANNOT BE REINSTALLED,

ADHERE TO (N) WD NAILERS, SEE

REFLECTED CEILING PLAN FOR EXTENTS

4 t> t> t> .• 4

I::,. 4 i:,.

0 lYPICAL ASSEMBLY

NOTE:

1. COORDINATE PENETRATIONS W/ DELEGATED FRP

DESIGN RECOMMENDATIONS.

1 lYPICAL ACOUSTICAL CEILING TILES

I::,. t> -4

.4

(E) WD

REMOVE (E) WD NAILERS AND

INSTALL (N) WD NAILERS TO

MATCH (E), FASTEN TO CONC.

CEILING WITH FLAT HEAD CONC.

SCREWS AT 18" O.C., TYP

REMOVE (E) WD FURRING AND

INSTALL (N) WD FURRING TO

MATCH (E), FASTEN TO NAILERS

WITH FLAT HEAD WD SCREWS AT

EACH NAILER AND EACH END, TYP

I::,.

4 • t>

• h.

NAILERS

4-t>

AND FURRING TO t>

I::,. REMAIN, PROTECT .4

IN PLACE

IE!mEE333;8mHEmHEEEEEEEE83:B±EBEE±EEEmEEEEmEl333lEE:EEEEEEl:EEl±EEB -~

(E) ACOUSTICAL CEILING

TILES TO REMAIN,

PROTECT IN PLACE

REMOVE AND REINSTALL {E)

ACOUSTICAL CEILING TILES OR

INSTALL {N) IN KIND TILES TO

MATCH (E) WHERE (E) CANNOT

BE REINSTALLED, SEE REFLECTED

CEILING PLAN FOR EXTENTS

(N) FURRED PLASTER AT CONC

WALLS OR PILASTERS, SEE 1/A521

lYPICAL ASSEMBLY ® AT PARTIAL REPAIRS

I,\

_t::,.

• I::,.

• I::,. .4

. t>

•, . 4. . :

I::,. .

.t>

I::,.

t>

'4 t>

. 4c

I> t>. . I::,.

t>

"527 SCALE@

(N) ¾"x3" CONC. SCREWS

W/ WIRE CLIP, TYP.

{N) #12 SELF-DRILLING,

SELF-TAPPIG SCREW,TYP.

{N) CASING BEAD

{N) MAIN RUNNER: 075U50-54

GALV. STL LI-CHANNEL. SISTER TO

{E) MAIN RUNNERS, SEE 5/A527,

SPACE @ MAX. 3' -0" O.C., NOTIFY

-+--4 - _-----..N----. -.--'-+-----+- C.O. IF SPAN OF (E) MAIN

(E) CONC.

BEAM

cs m ~ 4 • RUNNERS EXCEEDS 3' -0", SADDLE

• ~ • • t> 4 TIE CROSS RUNNERS TO MAIN t---+-:--~-----'~""'"'""---'Ft>--rl~----1 RUNNER W/ 3-STRANDS OF 18 GA.

4 I • .

t> 4

EQ.,

'.lYP.

TIE WIRE, TYP.

{N) CROSS RUNNER: 075U50-54

GALV. STL. LI-CHANNEL, SPACE @

MAX. 2' -0" O.C.

{N) L3x3x0.25", SPACE ALONG MAIN

RUNNERS @ MAX. 2'-0" 0.C., TYP.

{N) ¾" BOLT, TYP.

r::-ttt---(E) STL BEAM

I l APPROX.

I

1 '-8¾'', V.I.F. l i

{N) EXTERNAL-CORNER

REINFORCEMENT

(N) 8 GA. GALV. HANGER WIRE,

SPACE ALONG MAIN RUNNERS @ MAX.

2' -0" O.C., PROVIDE 4-TWISTS

WITHIN 1½" @ EA. END

EDGE OF {E) PILASTER (BEYOND)

{N) 3-COAT PLASTER 0/ METAL FLAT

RIBLATH. FASTEN LATH TO CROSS

RUNNERS W/ #8 LATH SCREWS @

8" O.C. PAINT TO MATCH (E).

#8 SELF-DRILLING SCREW BETWEEN

HORIZONTAL AND VERTICAL CROSS

RUNNERS. ALIGN WEBS OF

HORIZONTAL AND VERTICAL CROSS

t> 4

. t> t> t> t> t> I::,. • t> 4 I::,. ..

i,. •. • 4 t> b -4 I::,. •

"-· . -- . • t> b .

b b .4

II

J: • (0

::ii I

II

II

II

II

I ~ II ~

II

II

II

I ~ :: ~ t>

NOTE:

1. SEE 3/A527 FOR ADDITIONAL

INFORMATION NOT SHOWN.

{N) CASING BEAD

(N) CEMENT PLASTER

{N) MAIN RUNNER

{N) CROSS RUNNER@

2' -0" O.C. MAX., TYP.

(N) STEEL BRACKET,

S.S.D., TYP.

t>

.--LU\.i-------{N) SELF-DRILLING, +-:--l----l!J~fflrl SELF-TAPPING SCREW

I I

•• ~ . (N) BOLT I

I

1::,. (N) ANGLE J

-t+ll-lM"

S SIM.

A527

{E) PLASTER

{E) STEEL BEAM

A527

(E) CONC. WALL

A527

{E) ROOF SLAB

3' -0" MIN., CUT (E) PLASTER TO NEXT (E)

CROSS RUNNER, SEE 5/A527 FOR EXTENTS

OF (E) RUNNERS TO REMAIN, PROVIDE

SUPPLEMENTAL SUPPORT TO (E) PLASTER

TO REMAIN DURING REMOVAL, BEAM

REPAIRS, AND REINSTALLATION

(E) PLASTER BEAM ENCLOSURE,

PROTECT IN PLACE

REMOVE {E) PLASTER ASSEMBLY

AND REPLACE WITH {N), PAINT

TO MATCH (E) 0 ELEVATION VIEW FIBER BOARD ASSEMBLY AT PILASTERS

AND WALLS, SEE 1/A527 AND 2/A524

REFLECTED CEILING

----FIBER BOARD ASSEMBLY AT PILASTERS

AND WALLS, SEE 1/A524, TYP.

3' -0" MIN., CUT (E) PLASTER TO NEXT

(E) CROSS RUNNER, SEE 5/A527 FOR

APPROXIMATE EXTENTS OF (E) RUNNERS

TO REMAIN, PROVIDE SUPPLEMENTAL

SUPPORT TO (E) PLASTER TO REMAIN

DURING REMOVAL, BEAM REPAIRS, AND

REINSTALLATION

(E) PLASTER BEAM ENCLOSURE,

PROTECT IN PLACE

REMOVE (E) PLASTER

® PLAN VIEW B----

ASSEMBLY AND REPLACE WITH

(N), PAINT TO MATCH (E)

2 PLASTER BEAM ENCLOSURE REPAIR IN D BLOCK

"527

SUPPORT (N) MAIN

RUNNER W/ (N) WIRE

HANGER (SHOWN) OR

SCREW TO (N) ANGLE,

VARIES, WHERE OCCURS.

(N) MAIN RUNNER

(N) CROSS RUNNER

(N) CEMENT PLASTER

SCALE@

6" MAX.

0 0 0

I

ALIGN

MIN. 4" OF (E) MAIN RUNNER TO REMAIN

BEYOND CUT LINE OF PLASTER. SISTER

(N) MAIN RUNNER TO (E) MAIN RUNNER

WITH (3) (N) #8 SCREWS AT 1" O.C.

(E) CROSS RUNNER

(E) MAIN RUNNER

(E) PLASTER TO REMAIN,

PROTECT IN PLACE

LEAVE MIN. 3" OF (E) MTL LATH TO

OVERLAP W/ (N) MTL LATH AT

PLASTER CEILING TIE-IN AND WIRE TIE.

NOTE:

1. SEE 3/A527 FOR ADDITIONAL INFO.

NOT SHOWN.

(E) TO (N) PLASTER TRANSITION AT BEAM REPAIR IN D BLOCK

DESIGNED:

UMG

JAW

SCALE@

SCALE@

2 0 2 4 --------

SCALE OF FEET

SCALE@

12 0 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil

SCALE OF INCHES

SCALE@

6 3 0 6 --------

SCALE OF INCHES

SCALE@

2 0 2 4

SCALE OF INCHES

SUB SHEET NO. TITLE OF SHEET

TYPICAL MISCELLANEOUS

CEILING DETAILS

DRAWING NO.

180012 :i!l RUNNERS BACK TO BACK. (E) CONC BEAM ,;.; • TECH. REVIEW: A527

PMIS/PKG NO.

311373

~ PLASTER SECTION AT BEAM REPAIR IN D BLOCK 4 PLASTER PLAN SECTION AT BEAM REPAIR IN D BLOCK ~~ _JDD __ ---1

- @ "527 @ DATE: ALCATRAZ ISLAND

~L_ _________________ s_c_AL_E_c ________________________________ s_c_A_L_E_c _____________________ .i.0::..:8::£/..:0:..:..7.!.../.=.20:..:2::3:..L.-___ ----1_G_O_LD_E_N_G_AT_E_NA_T_IO_N_A_L_R_E_C_R_EA_T_IO_N_A_R_EA_1=9=1=--o--=F2=2=4=.I

SHEET

Pl ot te d:

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No. C055585

Exp. 12/31/24 i i.J

I a.

I

2-

1 • -4" ±1'-0"

(N) CONCRETE (E) CONCRETE

CORNER OF JAMB

BEYOND

(E) GRATE IN DOOR

OPENING TO REMAIN

w c::w 0 (.')

(/) et: <] I-<(

~o 01- 0 (/)

CD

WALL,

r,.

4·

S.S.D.

r,.

•. ALIGN

4 ' r,.

r,. ,' t:,.

DOOR HEAD @ GL 3 BASEMENT

SCALE@

(N) CONC. SHEAR--------J ;,,'

WALL, S.S.D. ,i .

(N) MORTAR

REMOVE AND

REINSTALL (E) HOLLOW

CLAY COVE TILE

2¾" V.I.F.

A

·,<1 d

WALL TO

q

REMAIN

q

' r,.

t:,.

A q

' . 4 q ' '

A· d

A

<1, d A A ,<1 ' (N) 6"x6" QUARRY TILE

TO MATCH (E)

(N) OR (E) CONCRETE

SLAB; SEE PLANS

' q

.• q q . :,i

A

A •. q '

. A

BASEBOARD TILE @ GL 3 FIRST FLOOR

SCALE@

w et:

CD

0 .

_j ...J et:

i'.5 I u z u z ......, A540 r,.

6.

BOOKSTORE

STORAGE

Q.

ll.

r,.

',:1: r,. t:,. : 4 r,. ' r,.

t:,. • r,. '

' c:t,.

ts.

4.

r,.

·.4

BOOKSTORE

V r,.

• 'st- I .

z ...J

I .

-H w l;:jq et: (/) u· zVl 0 • u ...J ...J z~ ......, w

1" CHAMFERED

CORNER

w et: 01- z u - Z...J<( 0 ...J::::i:

u~~ w ......, DOOR JAMB @ GL 3 BASEMENT

A q

:ii q . A q

SCALE@

q .

ALIGN FACE OF

BUMP-OUT W/

ORIGINAL CHASE

CHAMFERED

CORNER

TILE BASE BEYOND

A

PILASTER @ GL 3 BASEMENT & FIRST FLOOR

SCALE @ -PLAN VIEW

~q et: (/) :: u .

'St z Vl I 0 •

-;_ u:::J z~ ......, 6.

STORES

' t:,. '

KITCHEN

V

1"

' t:,.

1" CHAMFERED CORNER

(E) TRIM MAY BE

TEMPORARILY REMOVED

FOR FORMING (N)

CONCRETE WALL

(E) DOOR FRAME TO

REMAIN, PROTECT

IN-PLACE

DOOR JAMB @ GL 3 FIRST FLOOR

SCALE@

(N) ROOFING AND INSULATION

TO MATCH (E) - SEE A513

(N) CONC. COLLECTOR,

S.S.D.

(E) CONC. DECK TO

REMAIN, PROTECT IN PLACE

4·

.b.

4 ' t:,.

w et: w

/1~~ "-l~o

01- 0 (/)

CD

BOTTOM OF

(E) BEAM

BEYOND

'II• • : •• • ·. "'· .•. . : •

MATCH (E)

CONFIGURATION

.4

' ·• "'---''-4-w et:

CD

CHAMFER TO

MATCH (E)

ADJACENT BEAMS

(N) CONC. SHEAR

WALL, S.S.D.

HEAD OF WALL @ GL 3 FIRST FLOOR

SCALE@

# 12 SELF DRILLING (''TEK") SCREW

@ 24" O.C., LENGTH AS REQUIRED

FOR MIN. 3 THREADS EXPOSED

PAST FAR SIDE OF HOLE.

CONTINUOUS 18 GAUGE BRAKE

FORMED CHANNEL FROM TOP

FLANGE TO BOTTOM FLANGE OF

STL. BEAM

(N) WALL TRACK : 1 62T1 25-33

(N) CROSS RUNNER

(N) #8 TEK SCREWS

2 #8 SCREWS AT EACH RUNNER

(N) METAL LATH

Of.t .. l. r---=::::::::::,,._ #8 LATH SCEWS @ 8" O.C., TYP .

• - ' ,-----(N) CEMENT PLASTER

MATCH (E)

CONFIGURATION

ALIGN BOTTOM OF (N)

BEAM W/ BOTTOM OF

(E) ADJACENT BEAM

SEE 1A/A521

~irp.: .... ;;~~~t-----== (E) STEEL BEAM TO REMAIN

(N) CUSTOM 3/ 4" FURRING

CHANNEL @ 16" O.C.

PERPENDICULAR TO BEAM. FASTEN

HEAD OF WALL @ GL 3 ROOF

SCALE@

DESIGNED:

UMG

,a., .. , .. , JAW

TECH. REVIEW:

JDD

DATE:

08/07/2023

A540

(N) EXTERNAL-CORNER TO BEAM FLANGE W/ #12 SELF

REINFORCEMENT DRILLING (''TEK") SCREW @ 24"

O.C., LENGTH AS REQUIRED FOR

MIN. 3 THREADS EXPOSED PAST

FAR SIDE OF HOLE.

PLASTER CEILING @ E STEEL BEAM

SCALE® PLAN VIEW

SCALE@

2 0 2 iiiiiiiiiiiiiii ~~ iiiiiiiiiiiiiiiiiiiiiiiiiiiiii

SCALE OF INCHES

6 3 0 6

SCALE@ --------

SCALE OF INCHES

6 0 12 12

SCALE@ ------

SCALE OF INCHES

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

GL 3 DETAILS 641

180012

A540

PMIS/PKG NO.

311373

SHEET

ALCATRAZ ISLAND

GOLDEN GATE NATIONAL RECREATION AREA 92 OF224

te d:

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No. C055585

Exp. 12/31/24

LO

N

+----C......,, 1lli I I

DISMANTLE AND STORE --1 i

TRANSOM SECURITY

BARS (ABOVE) I I

3"

REMOVE (E) DOOR FRAME

(E) SECURITY BARS TO

REMAIN, PROTECT IN PLACE

cr 7=~======i

BOOKSTORE

STORAGE

DOOR @ GL 3 BASEMENT - DEMO

SCALE@

BOOKSTORE

(E) CONC. WALL

(N) CONC.

SHEAR WALL,

S.S.D.

<1

ALIGN I I

,. I I

3"

28 I I REINSTALL (E) I 1/1 TRANSOM SECURITY

I BARS (ABOVE) IN

ABMS

MANEUVERING

CLEARANCE

BOOKSTORE

STORAGE

NOTE:

ALIGN I I (E) LOCATION

A.

. <1

I I

NO (N) DOOR TO REPLACE (E). PASSAGE

WIDTH EXCEEDS 36" MIN. CLR. REQUIRED

FOR PASSAGE GREATER THAN 24" DEEP.

DOOR @ GL 3 BASEMENT - NEW

SCALE@

BOOKSTORE

STORES

REMOVE (E)--.______

WD 2x4 ~

KITCHEN

(E) DOOR FRAME,

PROTECT IN PLACE

3 DOOR @ GL 3 FIRST FLOOR - DEMO

A541 SCALE@

DESIGNED:

UMG

JAW

STORES DL

• 22f' l <1 •

(N) CONC. SHEAR

WALL, S.S.D. ..

<I 4

NOTES:

1. NO DOOR AT THIS LOCATION. EXISTING

CONDITIONS CONFORM TO ABMS CLEARANCES

AND WILL MAINTAIN AS EXISTING.

2. PASSAGE WIDTH EXCEEDS 32" MIN. CLR.

REQUIRED FOR PASSAGE LESS THAN 24" DEEP.

0:::

KITCHEN

...J

I")

(E) DOOR FRAME,

PROTECT IN PLACE

(E) CONC. WALL

DOOR @ GL 3 FIRST FLOOR - NEW

SCALE@

SCALE@

2 0 2 4 --------

SUB SHEET NO.

A541

SCALE OF FEET

TITLE OF SHEET

GL 3 ENLARGED DOOR

PLANS

DRAWING NO.

180012

PMIS/PKG NO.

311373 te d:

/7

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No. C055585

Exp. 12/31/24 i :::s u z u

2:

I c--i N i ci.:

1;3 ct'.

a

CONSERVANCY LOCKERS

3"

I

(E) WALL TO REMAIN

(E) DOOR FRAME TO

REMAIN, PROTECT IN

PLACE

(E) TRIM MAY BE

TEMPORARILY REMOVED

FOR FORMING (N)

CONCRETE WALL,

REINSTALL WHEN WORK

IS COMPLETE

t:,.

.t t,.

t,.

t:,.

t,.·

CONSERVANCY BREAK ROOM

t,.

• 4 t,.

4.

b.

• N

(N) CONC. SHEAR

WALL, S.S.D.

DOOR JAMB GL H.5 BASEMENT

DISMANTLE STEAMER

BOX FLUSH WITH

EXISTING WALL,

REMOVE AND

REINSTALL TO MATCH

EXISTING LOCATION

(E) HISTORIC

STEAMER BOX

SCALE@

(E) CONCRETE WALL,

PROTECT IN PLACE

REMOVE, MODIFY,

AND REINSTALL

SHELVING

PROTECT (E)

OPENING OF

STEAMER BOX

PISHWASHING ROOM PINING ROOM

(E) SUBWAY TILE

t,.

t:,.

4. t,._ .

A • t,. . • ...

• . t,. 4

@------"D-=EM~O;....___

STEAMER BOX OPENING

(N) BACKER ROD AND

SEALANT

(N) FASTENER AS

RECOMMENDED BY

FRAME MANUFACTURER

INSTALL (N) DOOR FRAME

TO FIT (E) DOOR LEAF

HALLWAY

t:,;.

t t,.

_J_J:_

·t,. .

4.

t,.

t:,.

t,.· . .

t,. . • • • 4 (0

~ I .

t,.

4 .

(N) CONC. SHEAR

WALL, S.S.D.

CONSERVANCY BREAK ROOM

DOOR JAMB GL 6 BASEMENT

(N) CONCRETE SHEAR

WALL, S.S.D.

(N) 1/8"x1 1/2"x1 1/2"

H.D.G. STEEL ANGLE

REINSTALL

STEAMER BOX IN

NEW LOCATION,

ALIGN WITH

OPENING ON

OTHER SIDE OF

WALL

(N) SEALANT, TYP

PISHWASHING ROOM

(N) SELF DRILLING

SHT METAL SCREW

(N) 1 /8"x1 1 /2"x 1 1 /2" H.D.G.

STEEL ANGLE

(N) CONC SCREW

1/4"!1lx1 1/2" MIN

@ 16" o.c.

AROUND PERIMETER

AND AT CORNERS

t,.

(N) SUBWAY TILE

AND MORTAR

SCALE@

t,.

t,.

4·

SCALE@

: t,. .

• ·. 4 t,.

t,.

4 ~ t,.

t,.

t,. 4 t,.

t:,.

.4 t,.

• t,.

·. t,.

t:,. .• .•. 4t,. •

• t,.

t,.

4· • t,.

t:,.

(E) CONCRETE

WALL, PROTECT

IN PLACE.

REMOVE, MODIFY,

AND REINSTALL

SHELVING

PROTECT (E)

OPENING OF

STEAMER BOX

PINING ROOM

t:,. 4

(N) PARGE PATCH,

SIM 4/A521

MECHANICAL ROOM

(E) WALL TO REMAIN VCUT (E) DOOR FRAME FROM

CONC AND CUT WELDS AT

N

SEAMS OF FRAME _____ ___. __ _.,,,......,.,... ..=-_,

t:,. .

t,. ~ ANCHOR (E) FRAME WITH --------------.--"""l::a-=.; IIJ #12 SELF DRILLING SCREWS

·t,.

ik" t:,.

(N) CONC. SHEAR

WALL, S.S.D.

I:,.

4 t,.

t:,.

TO (2) (N) BACK-TO-BACK

35OS162-43 STEEL STUDS

NESTED IN (1) 362T162-54

STEEL TRACK ANCHORED TO

(N) CONC SHEAR WALL WITH

3/8"x3" HEAVY DUTY GALV.

CONC SCREWS AT 16" O.C.

RE-WELD DOOR FRAME

TOGETHER AND GRIND

WELDS SMOOTH, REINSTALL

A-WARD CELL (E) DOOR FRAME AT NEW

LOCATION SHOWN WHEN

CONC WORK IS COMPLETE

DOOR HEAD/JAMB GL 6 SECOND FLOOR

SCALE@

DISHWASHING OPENINGS

(N) GALV. STEEL FRAME TO

MATCH (E) FRAME,

THICKNESS TO BE FLUSH

WITH TILE ASSEMBLY

(N) SUBWAY

TILE

(N) GALV. STEEL PLATE

TO MATCH (E) DOOR ON

OPPOSITE SIDE

(N) CONCRETE SHEAR

WALL, S.S.D.

(N) MORTAR

4.

t,.

t,.

-4 t,.

(N) 6"x6" CERAMIC

BASE TILE

(N) HEXAGONAL TILES, SEE A45O FOR

EXTENTS, SEE 1/A52O FOR TYP DTL

BASEBOARD BASEMENT

(N) TILE AND

MORTAR

(N) 1/4"x1-1/2"

CONC. SCREW, MIN.,

@ 16" O.C. AROUND

PERIMETER AND AT

CORNERS

1/16

(N) GALV.

STEEL FRAME

(N) GALV.

STEEL PLATE

B

(N) GALV. STEEL

FRAME TO MATCH (E)

FRAME, THICKNESS

TO BE FLUSH WITH

TILE ASSEMBLY

SCALE@

.- t,. • .

(N) 1" X 2" X ¼"

TAB WITH PREDRILLED

HOLES

__.-----..----<. GRIND

FLUSH

@i---......;E;;;;.;.N..;.;;;LA;....;.R;..;...G;;..;;;E=D____;;.,;SE=.;C;....;.T.;;....;;IO~N;.___ t,. 4 l.

I c,,.I

J 4 -t,.

t:,. .

t,.

t,.

:c.

(N) CONCRETE

SHEAR WALL, S.S.D.

PROTECT (E)

METAL DOOR

ASSEMBLY

PISHWASHING ROOM PINING ROOM

(N) GALV. STEEL

PLATE TO MATCH

(E) DOOR ON

OPPOSITE SIDE

(N) SUBWAY TILE

AND MORTAR

_4 t:,.

. .4.

t,._

. t,.

f&\ SECTION ~----

(E) CONCRETE

WALL

SCALE@

DESIGNED:

UMG

JAW

6 0 12 12

SCALE@ ------

SCALE OF INCHES

SUB SHEET NO. TITLE OF SHEET

GL 6 AND H.5 DETAILS

DRAWING NO.

180012

~ TECH. REVIEW: A550

PMIS/PKG NO.

311373 c-J

N ~~L- _JD_D ___ --1

~ DATE: ALCATRAZ ISLAND

SL-__________________________________________________________________________ ---1.O::..:8::£/...:O:..:..7.t.../=.2O:..:2::3:.L-___ ---1_G_O_LD_E_N_G_AT_E_NA_T_IO_N_A_L_R_E_C_R_EA_T_IO_N_A_R_EA_1=9=4=--o-=F2=2=4=..1 te d:

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Exp. 12/31/24 i ci :z &l I

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8~ u.J a. °' I ,c,x o-,:;;-

• .4 ••. <I 4

SALVAGE (E)---------

DOOR STOP ~

I I

REMOVE AND~ I

STORE (E) DL~~ r====== I I

REMOVE (E) WALL,

SEE FLOOR PLANS

REMOVE (E)

DOOR FRAME

HAI I WAY

CONSERVANCY

BREAKROOM

._H I I I I I I : ~: --------,J~

(E) DOOR LEAF DIMENSIONS:

83" TALL

35" WIDE

1-3/ 4" THICK

I I I I

-\f'L

DOOR@ GL 6 BASEMENT - DEMO

SCALE@

SEE 3/A550

DISMANTLE (E) DOOR~

AND DOOR FRAME,

r===-==-, A WARD Cfl I

. <I •.

CUT OUT (E) DOOR

FRAME CAST INTO

CONCRETE WALL,

SEE 3/A550

MECHANICAL

ROOM

.4,4: 4 :A·-,.~·A·'· ...._ __ __, .4 '' •

(E) COLUMN

(E) CONC.

WALL

REINSTALL (E)

DOOR LEAF

CLEARANCE

(N) CONC.

SHEAR WALL,

S.S.D .

PROVIDE (N)

DOOR FRAME

TO FIT (E)

DOOR LEAF,

SEE 2/A550

ABMS\ MANEUVERING

r - - - - -F-~---R=::-i - - - - - - -, ---'k- ,,-.. LL

LLJ.....:

I \ I .'-" > I I :r:O:::

I I U ...JO •

I \ I 1-U~~ I , I I 48" CLR. MIN. I ~ g &3 ~ I -..... I I -......,a_ I '-.. 11 x o:::

I L ...J w...J -- ~ --------z • HALLWAY

I ~ u I = o:::

I ~d A~S

<l <;.,.

L________ MANEUVERING

CONSERVAN

BREAKROO

CY

M

60" CLR. MIN.

4 .. 4

'A , V

DOOR@ GL 6 BASEMENT - NEW

REINSTALL (E) DOOR

AND DOOR FRAME

AT (N) SHEAR WALL,

SEE 3/A550

MANEUVERING

CLEARANCE

SCALE@

ABMS~

r---- -t=======fi~--------- 1 I I I I

I I I I \

I J

60" CLR\MIN. I 48" CLR. MIN. I

'- J J

I I I I • ti z

(X) ...J - I ~u~

L------------1 • 4 ..

A WARD Cfl I

. <I • .

.4.4: 4 :A·-,.~·A···

NOTES:

1. (E) DOOR AT THIS LOCATION DOES NOT MEET

ABMS REQUIREMENTS FOR MINIMUM CLEARANCE.

2. (E) DOOR AND CLEARANCES NOT TO BE REDUCED

TO LESS THAN (E).

' CLEARANCE

(N) CONC.

SHEAR WALL,

S.S.D.

ABMS

MANEUVERING

CLEARANCE

,,...., LL

LLJ •

I 0:: > ....J 0 u u w-.

~ I- -:.i-

...., ,,-..UN

...::; LLJ LLJ

'-" a.. a:::

X ....J LLJ u

MECHANICAL

ROOM

A551

1 O"

......-!-------.. n __ ..... _<I,.

<I . • • • .

4 .. I

CONSERVANCY

LOCKERS

CONSERVANCY

BREAKROOM

(E) CONC. WALL

(E)

NON-ABMS-COMPLIANT

DOOR TO REMAIN,

PROTECT IN PLACE

DOOR @ GL H.5 BASEMENT - DEMO

SCALE@

DESIGNED:

UMG

JAW

• 4". 4 4 <I . • • • .

4 .. 4 . .

NOTES:

CONSERVANCY

LOCKERS

DOOR JAMB DETAIL,

SEE 1/A550

(E) CONC. WALL

1 ......-......--

I

I

CONSERVANCY

BREAKROOM

J· ...

"' I ·. .

. : . <l •• • .

(N) CONC .

SHEAR WALL,

S.S.D.

(E)

NON-ABMS-COMPLIANT

DOOR TO REMAIN,

PROTECT IN PLACE

1. (E) DOOR AT THIS LOCATION DOES NOT MEET

ABMS MANEUVERING CLEARANCE OR OPERABLE

PARTS REQUIREMENTS.

2. (E) DOOR AND CLEARANCES NOT TO BE REDUCED

TO LESS THAN (E).

DOOR @ GL H.5 BASEMENT - NEW

SCALE@

SCALE@

2 0 2 4 --------

SUB SHEET NO.

SCALE OF FEET

TITLE OF SHEET

GL 6 AND H.5

ENLARGED DOOR PLANS

DRAWING NO.

180012 00 v, TECH. REVIEW: A551

PMIS/PKG NO.

311373

SHEET ~~ @ DOOR @ GL 6 2ND FLR - DEMO @ DOOR @ GL 6 2ND FLR - NEW ~~ _JDD __ --1

-S.~u..1 A551 SCALE 'A' A551 SCALE 'A' DATE: ALCATRAZ ISLAND ~~L-_______________ VY __________________________ VY __________________________________ ~0~8~/~0~7L/=20~2=3:..L.-___ ----1_G_O_LD_E_N_G_AT_E_NA_T_IO_N_A_L_R_E_C_R_EA_T_IO_N_A_R_EA_1=9=5=--o~F2=2=4=.1 te d:

/7

/2

8:

P

M

No. C055585

Exp. 12/31/24

(N) CONC. SHEAR

WALL, S.S.D.

(N) WOOD FURRING

TO MATCH (E)

I>

• 4 .

(E) CONC.

WALL

. 4 ·,~ -.· . .. ·II> .•. ..

tt------. ........ ----1

ti. • b,4 b4. • . . I> • . . b. • .. . .. •. . • •. 4 .·11,, . -t::::::::J:;!g:i:::::::~ix~ - ~ - . - .... --,, . I> • . • :---------t b, ' . \ •

REMOVE AND REINSTALL

(E) ACOUSTIC CEILING TILE

OR PROVIDE (N) TILE TO

MATCH (E) WHERE (E)

CANNOT BE REINSTALLED.

(N) PROFILE AT TOP OF

WALL TO MATCH (E)

CONFIGURATION, V.I.F.

(E) PROFILE AT TOP OF WALL

NOTE:

SEE 1 / A527 FOR ADDITIONAL

INFORMATION NOT SHOWN.

. r,,..

• r,,.· \ ,;· ·.-..

• • ',b, . • . .· .· 11,.' • .

.. . I .

I 4 -·.,. .. • . . ·.. .

· ·., · 1 . b • . r,,. . • l

·\ I> ...

4 ...

_bo • '

• • ·4·

,I>. .

HEAD OF WALL GL 10 FIRST FLOOR

DISMANTLE (E) DOOR,

INCLUDING TRANSOM

AND FRAMES

SCALE@

EXHIBIT;

THE BIG LOCKUP

12"

- --;:::c:::i....,

(E) CONC. WALL

HALL

DOOR@ GL 10 BASEMENT - DEMO

SCALE@

12"

·r 12" r 4<1·,1,

(N) CONCRETE

SHEAR WALL, S.S.D. <I

<I

(E) WALL

TO REMAIN

<I ·<I <I <I

·4

EXHIBIT:

d . <I

THE BIG LOCKUP <I <I

<I

HALL

<I <I •

,i.· 44:t <I

4· <I·

4~

ALIGN

r

REINSTALL (E) DOOR,

INCLUDING TRANSOM

AND FRAMES AT SAME

LOCATION FROM FACE

OF FINISH WALL

~DISMANTLE (E) DOOR,

INCLUDING TRANSOM

AND FRAMES

NOTE:

O.H. JAMB SIM.

DOOR JAMB GL 10 BASEMENT

(N) CONC. SHEAR

WALL, S.S.D.

·r

SCALE@

24" b,

(E) CONC. WALL

REINSTALL (E) DOOR,

INCLUDING TRANSOM AND

FRAMES, SEE 2/A560

_4

ABMS MANEUVERING

CLEARANCE

ABMS

r---- ---------7 I I I I o . U..:

I \ I I I ~~--;

I \ I l 48" CLR. MIN. l f;3 O >_ I I ..,,,~------• a..,.......•

60" CLR. '- I I ~ L ~ L x~~ ~,c._----~--,r I I w ~ MIN. ........_ I r~~.t:.,::=-=.~------~---~ I I • a:: :z co ....J -I ~ o :::?;

L _____ ·r-

MANEUVERING ..../

CLEARANCE

EXHIBIT;

THE BIG LOCKUP

.d • . • .

4 ., .

.• • • 'b,

• 4

DOOR@ GL 10 BASEMENT - NEW

SCALE@

HALL

DESIGNED:

UMG

,a., .. , .. , JAW

TECH. REVIEW:

JDD

DATE:

08/07/2023

6 0 12 12 SCALE@ ~~ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii

SCALE OF INCHES

SCALE@

0 1 1 2 --------

SCALE OF FEET

SCALE@

2 0 2 --------4

SCALE OF FEET

SUB SHEET NO. TITLE OF SHEET

GL 10 AND K.3 DETAILS

A560

ALCATRAZ ISLAND

GOLDEN GATE NATIONAL RECREATION AREA

DRAWING NO.

180012

PMIS/PKG NO.

311373

96 OF224

WINDOW

ID # SHEET REPAIR

TYPE SILL REPAIR

EXPECTED

PUTTY

REMOVAL

(N) STORM

WINDOW

ROUGH OPENING (VIF) (E) WINDOW

WIDTH HEIGHT INSET

TYPE MUNTIN

PROFILE

CRACKED AND

MISSING LIGHTS

EXTERIOR BARS/

EXTERIOR ELEMENTS

INTERIOR BAR

ANCHORAGE(IN) (IN) (IN)

250.1 SE201 2 -- 100% -- 39 1/2 86 3 ST A 2 -- --

250.2 SE201 2 -- 100% -- 39 1/2 86 3 ST A 1 -- --

150 SE201 4A -- 50% -- 90 1/2 70 N/A AW C 0 -- --

251.1 SE201 2 -- 100% -- 39 1/2 86 N/A ST A 0 -- --

251.2 SE201 2 -- 100% -- 39 1/2 86 N/A ST A 0 -- --

151 SE201 4A -- 50% -- 90 1/2 70 N/A AW C 0 -- --

252.1 SE201 2 -- 100% -- 39 1/2 86 4 ST A 1 -- --

252.2 SE201 2 -- 100% -- 39 1/2 86 4 ST A 1 -- --

152 SE201 4A -- 50% -- 90 1/2 70 N/A AW C 0 -- --

253.1 SE201 2 -- 100% -- 39 1/2 86 3 3/4 ST A 1 -- --

253.2 SE201 2 -- 100% -- 39 1/2 86 3 3/4 ST A 0 -- --

153 SE201 4A -- 100% -- 90 1/2 70 N/A AW C 1 -- --

254.1 SE201 2 -- 100% -- 39 1/2 86 3 3/4 ST A 4 -- --

254.2 SE201 2 -- 100% -- 39 1/2 86 3 3/4 ST A 0 -- --

255.1 SE201 2 -- 100% -- 39 1/2 86 3 3/4 ST A 2 -- --

255.2 SE201 2 -- 100% -- 39 1/2 86 3 3/4 ST A 0 -- --

155 SE201 4B -- 100% -- 90 1/2 70 N/A AW C 3 -- --

256.1 SE201 2 -- 100% -- 39 1/2 86 N/A ST A 0 -- --

256.2 SE201 2 -- 100% -- 39 1/2 86 N/A ST A 1 -- --

156 SE201 4B -- 100% -- 90 1/2 70 N/A AW C 3 -- --

257.1 SE201 2 -- 100% -- 39 1/2 86 3 1/2 ST A 0 -- --

257.2 SE201 2 -- 100% -- 39 1/2 86 3 1/2 ST A 1 -- --

157 SE201 4B -- 100% -- 90 1/2 70 N/A AW C 3 -- --

258.1 SE201 2 -- 100% -- 39 1/2 86 3 3/4 ST A 1 -- --

258.2 SE201 2 -- 100% -- 39 1/2 86 3 3/4 ST A 0 -- --

158 SE201 4B -- 100% -- 90 1/2 70 N/A AW C 3 -- --

145 SE202 -- -- -- -- 44 1/2 70 N/A AW C -- -- --

146 SE202 -- -- -- -- 82 1/4 70 N/A AW C -- -- --

247 SE202 -- -- -- -- 45 86 3 to 4 ST A -- -- --

147 SE202 -- -- -- -- 44 1/2 70 N/A AW C -- -- --

248 SE202 -- -- -- -- 45 86 3 to 4 ST A -- -- --

148 SE202 -- -- -- -- 44 1/2 70 N/A AW C -- -- --

249 SE202 -- -- -- -- 45 86 3 to 4 ST A -- -- --

149 SE202 -- -- -- -- 44 1/2 70 N/A AW C -- -- --

259 SE202 2 -- 75% -- 45 86 4 ST B 0 -- --

159 SE202 4C -- 100% -- 82 1/2 86 1/2 N/A AW C 0 -- --

260 SE202 2 -- 100% -- 45 86 4 ST B 3 -- --

160 SE202 4C -- 50% -- 82 1/2 86 1/2 N/A AW C 0 -- --

261 SE202 2 -- 100% -- 45 86 4 ST B 5 -- --

161 SE202 4C -- 50% -- 82 1/2 86 1/2 N/A AW C 0 -- --

262 SE202 2 -- 75% -- 45 75 1/2 3 3/4 ST B 1 X --

236 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

136 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

237 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

137 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

238 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

138 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

239 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

139 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

240 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

140 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

241 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

141 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

242 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

142 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

243 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

143 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

244 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

144 SE203 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

229 SE204 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

129 SE204 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

230 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

130 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

WINDOW

ID # SHEET REPAIR

TYPE SILL REPAIR

EXPETCED

PUTTY

REMOVAL

(N) STORM

WINDOW

ROUGH OPENING (VIF) (E) WINDOW

WIDTH HEIGHT INSET

TYPE MUNTIN

PROFILE

CRACKED AND

MISSING LIGHTS

EXTERIOR BARS/

EXTERIOR ELEMENTS

INTERIOR BAR

ANCHORAGE(IN) (IN) (IN)

231 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

131 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

232 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

132 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

233 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

133 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

234 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

134 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

235 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

135 SE204 -- -- -- -- 44 1/2 93 1/2 3 to 4 ST B -- -- --

222 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

122 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

022 SE205 1 -- -- X 52 76 N/A ST B NG -- --

223 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

123 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

023 SE205 1 -- -- X 52 76 N/A ST B NG -- --

224 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

124 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

024 SE205 1 -- -- X 52 76 N/A ST B NG -- --

225 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

125 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

025 SE205 1 -- -- X 52 76 N/A ST B NG -- --

226 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

126 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

026 SE205 1 -- -- X 52 76 N/A ST B NG -- --

227 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

127 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

228 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

128 SE205 1 -- -- X 44 1/2 93 1/2 3 to 4 ST B NG -- X

200 SE206 -- -- -- -- 44 85 1/2 4 ST A -- -- --

100 SE206 -- -- -- -- 44 85 1/2 2 ST A -- -- --

000 SE206 -- -- -- -- 46 76 12 ST A -- -- --

201 SE206 -- -- -- -- 44 85 1/2 4 ST A -- -- --

101 SE206 -- -- -- -- 44 85 1/2 3 ST A -- -- --

001 SE206 -- -- -- -- 46 76 12 ST A -- -- --

202 SE206 -- -- -- -- 44 85 1/2 4 ST A -- -- --

102 SE206 -- -- -- -- 44 85 1/2 3 ST A -- -- --

205 SE206 -- -- -- -- 44 85 1/2 N/A GB -- -- -- --

105 SE206 -- -- -- -- 44 85 1/2 N/A GB -- -- -- --

005 SE206 -- -- -- -- 44 76 N/A ST A -- -- --

018 SE206 -- -- -- -- 52 76 5 ST A -- -- --

219 SE206 -- -- -- -- 44 1/2 93 1/2 N/A ST A -- -- --

119 SE206 -- -- -- -- 44 1/2 93 1/2 N/A ST A -- -- --

019 SE206 -- -- -- -- 52 76 5 ST A -- -- --

220 SE206 1 -- -- X 44 1/2 93 1/2 N/A ST A N/A -- X

120 SE206 1 -- -- X 44 1/2 60 N/A ST A N/A -- X

020 SE206 1 -- -- X 52 76 N/A ST A N/A -- --

221 SE206 1 -- -- X 44 1/2 93 1/2 N/A ST A N/A -- X

121 SE206 1 -- -- X 44 1/2 93 1/2 N/A ST A N/A -- X

021 SE206 1 -- -- X 52 76 N/A ST A N/A -- --

211 SE207 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

111 SE207 -- -- -- -- 44 85 1/2 2 ST A -- -- --

011 SE207 -- -- -- -- 46 76 10 ST A -- -- --

212 SE207 -- -- -- -- 44 85 1/2 2 1/2 GB -- -- -- --

112 SE207 -- -- -- -- 44 85 1/2 2 ST A -- -- --

012 SE207 -- -- -- -- 46 76 10 ST A -- -- --

213 SE207 -- -- -- -- 44 85 1/2 2 1/4 GB -- -- -- --

113 SE207 -- -- -- -- 44 85 1/2 2 ST A -- -- --

013 SE207 -- -- -- -- 46 76 10 ST A -- -- --

214 SE207 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

114 SE207 -- -- -- -- 44 85 1/2 1 1/2 GB -- -- -- --

014 SE207 -- -- -- -- 46 76 10 ST A -- -- --

215 SE207 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

Pl ot te d:

/7

/2

8:

P

M

No. C055585

Exp. 12/31/24

Vl [i] Vl z 3:

a.

...; -8

I ct::

uJ c::i

"' "' ct::

WINDOW SCHEDULE NOTES

UNLESS OTHERWISE NOTED, ALL STEEL (ST) WINDOWS TO MATCH 1 / A501.

(N) STORM WINDOWS:

1 . INSTALL NEW STORM WINDOWS WHERE SHOWN IN SCHEDULE PER A503.

2. WHERE QUOINS EXIST (HOSPITAL WING BASEMENT LEVEL) PLACE NEW STORM

WINDOW INSET OF QUOINS TO PROVIDE CONTINUOUS PERIMETER SEAL.

3. WHERE APPLICABLE, REMOVE 1 PANE OF GLASS IN TOP AND BOTTOM ROW

OF LITES OF EXISTING WINDOW TO PROVIDE VENTILATION BETWEEN NEW

STORM WINDOW & (E) STEEL WINDOW.

4. VERIFY SIZE OF ROUGH OPENING IN FIELD PRIOR TO FABRICATION OF NEW

STORM WINDOWS.

5. NEW STORM WINDOWS TO BE CUSTOM FABRICATED TO FIT EACH OPENING.

MAXIMUM SIGHT LINE (INCLUDING SEALANT) FOR (N) STORM WINDOW IS 2

1 / 4".

6. VERIFY EXTERIOR SILL DEPTH AT LOCATIONS DESIGNATED TO RECEIVE A

STORM WINDOW.

WINDOW SCHEDULE LEGEND

REPAIR lYPE:

1 PRESERVE (E) STEEL WINDOW; SEE 1/A503

2 REPAIR (E) STEEL WINDOW; SEE 1/A504

4A REPAIR (E) ADMIN WING WINDOW W/CMU INFILL;

SEE 1/A506

4B REPAIR (E) ADMIN WING WINDOW, REMOVE

INFILL, RESTORE UPPER LIGHTS; SEE 1/A506

4C REPAIR (E) ADMIN WING WINDOW; SEE 1/A506

(E) WINDOW lYPE:

AW ADMINISTRATION WING WINDOW

GB GLASS BLOCK (N.I.C.)

MTL-WD METAL-CLAD WOOD

ST ROLLED STEEL - lYPICAL

MUNTIN PROFILE (PER 1&2/A502 AND 2/A506):

A NO BULB

B BULB

C ADMIN WING WINDOW

CRACKED LITES:

# # OF CRACKED LITES TO REPLACE DESIGNED: SUB SHEET NO. DRAWING NO. TITLE OF SHEET NG NOT GLAZED, NEW GLAZING NOT REQUIRED \>~ofESS/~

UMG WINDOW SCHEDULE 641

EXTERIOR BARS/EXTERIOR ELEMENTS: ~~- GIL4t.r_ (~

180012 t;.·~ 1>..A - 1iil•l11 l11J X SEE ELEVATION DRAWINGS FOR REPAIR rE ::, z ffi JAW

A601 INTERIOR BARS: w m PMIS/PKG NO. ex: ::0

X INTERIOR BAR ANCHORAGE (SEE A509) ,,. * TECH. REVIEW: 311373

C~o>;, .,.. n I J-1. JDD SILL REPAIR: /-. D - SHEET

X SEE 3/A504 AND 4/A504

~up ~LI~'-" DATE: ALCATRAZ ISLAND

97 OF224 08/07/2023 GOLDEN GATE NATIONAL RECREATION AREA

WINDOW

ID # SHEET REPAIR

TYPE SILL REPAIR

EXPECTED

PUTTY

REMOVAL

(N) STORM

WINDOW

ROUGH OPENING (VIF) (E) WINDOW

WIDTH HEIGHT INSET

TYPE MUNTIN

PROFILE

CRACKED AND

MISSING LIGHTS

EXTERIOR BARS/

EXTERIOR ELEMENTS

INTERIOR BAR

ANCHORAGE(IN) (IN) (IN)

115 SE207 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

015 SE207 -- -- -- -- 46 76 10 ST A -- -- --

216 SE207 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

116 SE207 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

016 SE207 -- -- -- -- 46 76 10 ST A -- -- --

217 SE207 -- -- -- -- 72 85 1/2 2 GB -- -- -- --

117 SE207 -- -- -- -- 72 85 1/2 2 GB -- -- -- --

203 SE208 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

204 SE208 -- -- -- -- 32 66 3 GB -- -- -- --

104 SE208 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

206.1 SE208 -- -- -- -- 44 85 1/2 N/A GB -- -- -- --

206.2 SE208 -- -- -- -- 44 85 1/2 N/A GB -- -- -- --

106.1 SE208 -- -- -- -- 44 85 1/2 3 GB -- -- -- --

106.2 SE208 -- -- -- -- 44 85 1/2 3 GB -- -- -- --

006 SE208 -- -- -- -- 46 76 10 ST A -- -- --

207.1 SE208 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

207.2 SE208 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

107.1 SE208 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

107.2 SE208 -- -- -- -- 44 85 1/2 3 GB -- -- -- --

007 SE208 -- -- -- -- 46 76 10 ST A -- -- --

208.1 SE208 -- -- -- -- 44 85 1/2 1 3/4 GB -- -- -- --

208.2 SE208 -- -- -- -- 44 85 1/2 1 3/4 GB -- -- -- --

108.1 SE208 -- -- -- -- 44 85 1/2 4 GB -- -- -- --

108.2 SE208 -- -- -- -- 44 85 1/2 3 GB -- -- -- --

008 SE208 -- -- -- -- 46 76 10 ST A -- -- --

209 SE208 -- -- -- -- 44 85 1/2 1 3/4 GB -- -- -- --

109 SE208 -- -- -- -- 44 85 1/2 2 GB -- -- -- --

009 SE208 -- -- -- -- 46 76 10 ST A -- -- --

210 SE208 -- -- -- -- 44 85 1/2 1 1/4 GB -- -- -- --

110 SE208 -- -- -- -- 44 85 1/2 2 ST A -- -- --

010 SE208 -- -- -- -- 46 76 10 ST A -- -- --

292 SE209 2 X 50% -- 44 85 1/2 N/A ST A 19 -- X

192 SE209 2 X 50% -- 44 85 1/2 2 ST A 10 -- X

293 SE209 2 X 50% -- 44 85 1/2 4 ST A 13 -- X

193 SE209 2 X 50% -- 44 85 1/2 N/A ST A 19 -- X

093 SE209 2 X 25% -- 46 76 10 1/2 ST A 11 -- --

294 SE209 2 X 50% -- 44 85 1/2 4 ST A 14 -- X

194 SE209 2 X 50% -- 44 85 1/2 N/A ST A 16 -- X

094 SE209 2 X 25% -- 46 76 10 1/2 ST A 9 -- --

295.1 SE209 2 X 25% -- 44 85 1/2 N/A ST A 12 -- X

295.2 SE209 2 X 100% -- 44 85 1/2 4 ST A 10 -- X

195.1 SE209 2 X 25% -- 44 85 1/2 2 ST A 11 -- X

195.2 SE209 2 X 25% -- 44 85 1/2 N/A ST A 12 -- X

095.1 SE209 2 X 25% -- 46 76 10 1/2 ST A 6 -- --

095.2 SE209 2 X 25% -- 46 76 10 1/2 ST A 10 -- --

296.1 SE209 -- -- -- -- 44 85 1/2 4 1/2 ST A -- -- --

296.2 SE209 -- -- -- -- 44 85 1/2 N/A ST A -- -- --

196.1 SE209 -- -- -- -- 44 85 1/2 N/A ST A -- -- --

196.2 SE209 -- -- -- -- 44 85 1/2 N/A ST A -- -- --

096.1 SE209 -- -- -- -- 46 76 10 1/2 ST A -- -- --

096.2 SE209 -- -- -- -- 46 76 10 1/2 ST A -- -- --

297.1 SE209 -- -- -- -- 44 85 1/2 N/A ST A -- -- --

297.2 SE209 -- -- -- -- 44 85 1/2 N/A ST A -- -- --

197 SE209 -- -- -- -- 44 85 1/2 2 ST A -- -- --

299 SE209 -- -- -- -- 30 36 N/A ST A -- -- --

199 SE209 -- -- -- -- 44 85 1/2 N/A ST A -- -- --

099 SE209 -- -- -- -- 46 76 N/A ST A -- -- --

285 SE210 2 X 50% -- 44 1/2 93 1/2 3 1/2 ST A 21 -- X

185 SE210 2 X 50% -- 44 1/2 93 1/2 3 3/4 ST A 21 -- X

085 SE210 2 X 75% -- 52 76 12 1/4 ST A 10 -- --

286 SE210 2 X 75% -- 72 85 1/2 3 1/4 ST A 24 -- X

186 SE210 2 X 50% -- 72 85 1/2 2 1/4 ST A 25 -- X

287 SE210 2 X 50% -- 44 85 1/2 3 3/4 ST A 11 -- X

187 SE210 2 X 50% -- 44 85 1/2 2 1/2 ST A 19 -- X

WINDOW

ID # SHEET REPAIR

TYPE SILL REPAIR

EXPECTED

PUTTY

REMOVAL

(N) STORM

WINDOW

ROUGH OPENING (VIF) (E) WINDOW

WIDTH HEIGHT INSET

TYPE MUNTIN

PROFILE

CRACKED AND

MISSING LIGHTS

EXTERIOR BARS/

EXTERIOR ELEMENTS

INTERIOR BAR

ANCHORAGE(IN) (IN) (IN)

087 SE210 2 X 50% -- 46 76 10 1/2 ST A 6 -- --

288 SE210 2 X 25% -- 44 85 1/2 3 1/2 ST A 15 -- X

188 SE210 2 X 25% -- 44 85 1/2 2 ST A 20 -- X

088 SE210 2 X 50% -- 46 76 10 1/2 ST A 1 -- --

289 SE210 2 X 25% -- 44 85 1/2 3 1/2 ST A 14 -- X

189 SE210 2 X 25% -- 44 85 1/2 2 ST A 22 -- X

089 SE210 2 X 50% -- 46 76 10 1/2 ST A 3 -- --

290 SE210 SEE A508 -- -- -- 44 85 1/2 N/A MTL-WD -- 3 X X

190 SE210 2 X 25% -- 44 85 1/2 N/A ST A 21 -- X

090 SE210 2 X 25% -- 46 76 10 1/2 ST A 5 -- --

291 SE210 2 X 25% -- 44 85 1/2 N/A ST A 19 -- X

191 SE210 2 X 50% -- 44 85 1/2 N/A ST A 17 -- X

091 SE210 2 X 25% -- 46 76 10 1/2 ST A 7 -- --

298 SE210 -- -- -- -- 44 85 1/2 N/A ST A -- -- --

198 SE210 -- -- -- -- 44 85 1/2 3 ST A -- -- --

098 SE210 -- -- -- -- 46 76 N/A ST A -- -- --

277 SE211 2 X 50% -- 44 1/2 93 1/2 3 1/2 ST A 10 -- X

278 SE211 2 X 50% -- 44 1/2 93 1/2 3 1/2 ST A 13 -- X

178 SE211 2 X 50% -- 44 1/2 93 1/2 3 3/4 ST A 9 -- X

279 SE211 2 X 50% -- 44 1/2 93 1/2 N/A ST A 11 -- X

179 SE211 2 X 50% -- 44 1/2 93 1/2 3 1/2 ST A 14 -- X

280 SE211 2 X 50% -- 44 1/2 93 1/2 3 3/4 ST A 17 -- X

180 SE211 2 X 25% -- 44 1/2 93 1/2 3 1/2 ST A 10 -- X

080 SE211 2 X 75% -- 52 76 N/A ST A 4 X --

281 SE211 2 X 25% -- 44 1/2 93 1/2 3 3/4 ST A 12 -- X

181 SE211 2 X 25% -- 44 1/2 93 1/2 3 3/4 ST A 22 -- X

081 SE211 2 X 100% -- 52 76 N/A ST A 7 X --

282 SE211 2 X 25% -- 44 1/2 93 1/2 4 1/4 ST A 8 -- X

182 SE211 2 X 25% -- 44 1/2 93 1/2 4 ST A 15 -- X

082 SE211 2 X 75% -- 52 76 N/A ST A 2 -- --

283 SE211 2 X 50% -- 44 1/2 93 1/2 N/A ST A 11 -- X

183 SE211 2 X 50% -- 44 1/2 93 1/2 N/A ST A 18 -- X

083 SE211 2 X 100% -- 52 76 N/A ST A 7 -- --

284 SE211 2 X 50% -- 44 1/2 93 1/2 4 ST A 14 -- X

184 SE211 2 X 25% -- 44 1/2 93 1/2 N/A ST A 12 -- X

084 SE211 2 X 50% -- 52 76 N/A ST A 13 -- --

270 SE212 2 X 50% -- 44 1/2 93 1/2 4 ST A 10 -- X

170 SE212 2 X 50% -- 44 1/2 93 1/2 3 1/2 ST A 7 -- X

271 SE212 2 X 50% -- 44 1/2 93 1/2 4 ST A 6 -- X

171 SE212 2 X 50% -- 44 1/2 93 1/2 N/A ST A 6 -- X

272 SE212 2 X 50% -- 44 1/2 93 1/2 3 3/4 ST A 11 -- X

172 SE212 2 X 50% -- 44 1/2 93 1/2 N/A ST A 11 -- X

273 SE212 2 X 25% -- 44 1/2 93 1/2 4 ST A 9 -- X

173 SE212 2 X 50% -- 44 1/2 93 1/2 3 1/2 ST A 11 -- X

274 SE212 2 X 50% -- 44 1/2 93 1/2 3 3/4 ST A 5 -- X

174 SE212 2 X 75% -- 44 1/2 93 1/2 4 ST A 9 -- X

275 SE212 2 X 50% -- 44 1/2 93 1/2 4 ST A 11 -- X

175 SE212 2 X 50% -- 44 1/2 93 1/2 3 3/4 ST A 5 -- X

276 SE212 2 X 50% -- 44 1/2 93 1/2 4 ST A 12 -- X

176 SE212 2 X 50% -- 44 1/2 93 1/2 3 1/2 ST A 7 -- X

263 SE213 2 X 50% -- 44 1/2 93 1/2 3 3/4 ST A 7 X X

163 SE213 2 X 75% -- 44 1/2 93 1/2 N/A ST A 4 X X

264 SE213 2 X 50% -- 44 1/2 93 1/2 4 ST A 7 -- X

164 SE213 2 X 50% -- 44 1/2 93 1/2 3 1/2 ST A 15 -- X

265 SE213 2 X 50% -- 44 1/2 93 1/2 3 1/2 ST A 13 -- X

165 SE213 2 X 75% -- 44 1/2 93 1/2 4 ST A 13 -- X

266 SE213 2 X 75% -- 44 1/2 93 1/2 3 3/4 ST A 9 -- X

166 SE213 2 X 75% -- 44 1/2 93 1/2 4 ST A 11 -- X

267 SE213 2 X 75% -- 44 1/2 93 1/2 3 3/4 ST A 9 -- X

167 SE213 2 X 75% -- 44 1/2 93 1/2 3 3/4 ST A 11 -- X

268 SE213 2 X 50% -- 44 1/2 93 1/2 3 3/4 ST A 5 -- X

168 SE213 2 X 75% -- 44 1/2 93 1/2 3 1/2 ST A 13 -- X

269 SE213 2 X 25% -- 44 1/2 93 1/2 4 ST A 6 -- X

169 SE213 2 X 50% -- 44 1/2 93 1/2 4 ST A 6 -- X

Pl ot te d:

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No. C055585

Exp. 12/31/24

Vl [i] Vl z 3:

a.

...; -8

I ct::

uJ c::i

"' "' ct::

WINDOW SCHEDULE NOTES

UNLESS OTHERWISE NOTED, ALL STEEL (ST) WINDOWS TO MATCH 1 / A501.

(N) STORM WINDOWS:

1 . INSTALL NEW STORM WINDOWS WHERE SHOWN IN SCHEDULE PER A503.

2. WHERE QUOINS EXIST (HOSPITAL WING BASEMENT LEVEL) PLACE NEW STORM

WINDOW INSET OF QUOINS TO PROVIDE CONTINUOUS PERIMETER SEAL.

3. WHERE APPLICABLE, REMOVE 1 PANE OF GLASS IN TOP AND BOTTOM ROW

OF LITES OF EXISTING WINDOW TO PROVIDE VENTILATION BETWEEN NEW

STORM WINDOW & (E) STEEL WINDOW.

4. VERIFY SIZE OF ROUGH OPENING IN FIELD PRIOR TO FABRICATION OF NEW

STORM WINDOWS.

5. NEW STORM WINDOWS TO BE CUSTOM FABRICATED TO FIT EACH OPENING.

MAXIMUM SIGHT LINE (INCLUDING SEALANT) FOR (N) STORM WINDOW IS 2

1 / 4".

6. VERIFY EXTERIOR SILL DEPTH AT LOCATIONS DESIGNATED TO RECEIVE A

STORM WINDOW.

WINDOW SCHEDULE LEGEND

REPAIR lYPE:

1 PRESERVE (E) STEEL WINDOW; SEE 1/A503

2 REPAIR (E) STEEL WINDOW; SEE 1/A504

4A REPAIR (E) ADMIN WING WINDOW W/CMU INFILL;

SEE 1/A506

4B REPAIR (E) ADMIN WING WINDOW, REMOVE

INFILL, RESTORE UPPER LIGHTS; SEE 1/A506

4C REPAIR (E) ADMIN WING WINDOW; SEE 1/A506

(E) WINDOW lYPE:

AW ADMINISTRATION WING WINDOW

GB GLASS BLOCK (N.I.C.)

MTL-WD METAL-CLAD WOOD

ST ROLLED STEEL - lYPICAL

MUNTIN PROFILE (PER 1&2/A502 AND 2/A506):

A NO BULB

B BULB

C ADMIN WING WINDOW

CRACKED LITES:

# # OF CRACKED LITES TO REPLACE DESIGNED: SUB SHEET NO. DRAWING NO. TITLE OF SHEET NG NOT GLAZED, NEW GLAZING NOT REQUIRED \>~ofESS/~

UMG WINDOW SCHEDULE 641

EXTERIOR BARS/EXTERIOR ELEMENTS: ~~- GIL4t.r_ (~

180012 t;.·~ 1>..A - 1iil•l11 l11J X SEE ELEVATION DRAWINGS FOR REPAIR rE ::, z ffi JAW

A602 INTERIOR BARS: w m PMIS/PKG NO. ex: ::0

X INTERIOR BAR ANCHORAGE (SEE A509) ,,. * TECH. REVIEW: 311373

C~o>;, .,.. n I J-1. JDD SILL REPAIR: /-. D - SHEET

X SEE 3/A504 AND 4/A504

~up ~LI~'-" DATE: ALCATRAZ ISLAND

98 OF224 08/07/2023 GOLDEN GATE NATIONAL RECREATION AREA

CONCRETE REPAIR QUANTITIES

REPAIR

TYPE F FT E W Ws Wtw O P Ci Cp AI

UNITS SF SF LF LF LF SF SF SF LF LF EA

DETAIL 2/SE501 3/SE501 4/SE501 1/SE502 2/SE502 3/SE502 3/SE503

1A/SE503

1B/SE503

5/SE503 6/SE503 1/SE504

SHEET

TOTAL 16 0 45 81 37 0 17 153 22 41 0

NOTES:

1. SEE 1/SE501 FOR GENERAL PATCHING REQUIREMENTS.

2. SEE SHEET SE505 FOR INSTALLING PATCH ANODES.

Pl ot te d:

/7

/2

8:

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No. C055585

Exp. 12/31/24 cp ~ er REMOVE (E) THROUGH WAIL ~+F-~ cp cp cp cp I / (E) LIGHT BRACKET II BOLTS AND REPAIR HOLES, lYP II \ / (E) LIGHT BRACKET I I (E) LIGHT BRACKET I I SEE 5/ A514, S.E.D. SEE 5/ A51 4, S.E.D. I I SEE 5/ A514, S.E.D. I I TOP OF GL 35

~-~-------~-~---------...~~- -----~-~--~ ~~~ -~-~------>.-----~-~-------~~ - -------~-~-------~-~------~~~ ___ PARAPET l'////////.A V////////A \ ~

'- '- F ' -----s;;

'-E '-E I E,t\,_ >-E

~ (E) VENT SCREEN~' =-- "."IY//K-i CLEAN AND COAT lYP

~F

F """"-

I I ~ I OU Q_r u 0 0 0 0 0 0

A

11////////////////////////4 \ I\ l==~l==~I 1////~/~ 1////;/;;;, I

F "-ws

Cp w' ""Vh7711/, ~it'll51. D - - ~51.41 "" -- - - -

Ws_/

[I

- (>52. s,. s,. ~ 52.:, -- - ... -t'/.///.//// •.////.///////./ ./J

"'- Ws

Cp

................................ F ..... A..... ~I ~I w-

"" '(~53. D"" - 53 .. ~.., FF~~, r-- W ... - - - "" '( 54. D "" - 54.:,. -... - - ---

Ws...., VI,~

W--' V/.//.////./.// ,.///./.// I

!"- 1-++~H He++++-1 Ws- '-'\m'T""'-.............................. ..., .,_,, I

Ws ,... p

1::1: rCP V,, Cp

~W///////2~W///////2~1///////&, "'\.... p

ENCLOSURE WORK NOTES:

1. SITE FURNISHINGS AND OTHER POTENTIAL OBSTRUCTIONS NOT SHOWN FOR CLARllY.

2. REMOVE (E) EXTERIOR COATINGS BY CHEMICAL STRIPPER OR OTHER APPROVED METHOD

THAT WILL NOT ALTER THE UNDERLYING CONCRETE MATERIALS. SEE HAZARDOUS MATERIALS

SPECIFICATIONS.

3. APPLY (N) ELASTOMERIC COATING TO PARGE COAT 0/ EXTERIOR CONCRETE SURFACES.

4. COORDINATE EXTERIOR CONCRETE PATCHING WITH INTERIOR WALL PATCHING @ LOCATIONS

WITH THROUGH-WALL PATCHES, SEE INTERIOR ELEVATIONS FOR ANTICIPATED LOCATIONS.

5. FOR HISTORIC PIPING AND ATTACHMENTS, PROTECT IN PLACE, REMOVE (E) PAINT, CLEAN &

COAT. (E) PAINT MAY CONTAIN HAZARDOUS MATERIALS. SEE HAZARDOUS MATERIALS

SPECIFICATIONS. REFER TO ELECTRICAL AND PLUMBING DRAWINGS.

6. REPAIR (E) WINDOWS DESIGNATED BY@# AND DOORS DESIGNATED BY@. SEE

SCHEDULE {A601-A602).

7. CONCRETE SURFACES HAVE A PORTLAND CEMENT PLASTER PARGE FINISH, 1/8-3/8"

VARIABLE THICKNESS.

8. SEE 1/SES10 FOR PROFILE OF ROOF LEVEL AND 1 ST LEVEL WATERTABLES.

9. THE GRAPHICAL DEPICTION OF THE DETERIORATION AND REPAIRS SHOWN IN THE DRAWINGS

ARE APPROPRIATE AND SHALL ONLY BE USED BY THE CONTRACTOR AS A GUIDE. SEE

SPECIFICATIONS FOR PRE-DEMOLITION FIELD VERIFICATION PROCEDURES TO IDENTIFY AND

DOCUMENT THE SPECIFIC REPAIR lYPES AND THEIR LOCATIONS.

10. SEE 2/SE504 FOR EXTENT OF NETTING REMOVAL AND NETTING ANCHOR REPAIR.

11. REFER TO SPECIFICATIONS FOR MOCKUP LOCATIONS NOT SHOWN.

"'\.... p "'\.... p "'\.... p

ADMINISTRATION WING - SOUTH EXTERIOR ELEVATION (OPTION C)

LEGEND

CONCRETE REPAIR lYPE

PROTECTION NOTES

[2J PROTECT EXISTING HISTORIC MEDALLION

SCALE@

~~=_;;:::;_;::;;:_::;::,,._.'"TT -·-0

=--' ~1111111111111::::::::: : ~

,,....-,,r-T--~ ~::::::::111111 1111111::::::u 1 • ~~-;i;i.·. =n::=:::::=:111=1111111111::::::n :E!,"T, .. ---© i;JIIIIIIIUJJJJ~::

KEY PLAN

NO SCALE NOTE: POCHE INDICATES AREA OF WORK

Ci 0 H,,_ l;w

~~ ~~ T'"T"T'T"T'"TTT"T"'I

t-+t±:1-H~\

...,:r.(~-5~.r- ...,: : ~~:, - ~\ E ~ - (>58. s,. s,. ~ 58.:~ -- - ...... - ___H~¥H

W - ~:~~H 1-++:f.++-I

_• __ • pj ' •1~P I t-7' _ ___gLEVEL 2

DESIGNED:

UMG

,a., .. , .. , JAW/QAG

TECH. REVIEW:

JDD

DATE:

08/07/2023

"'\.... p

\ ,-......... ~LEV, EL~ 1 B-1

\_ P, REPAIR DATE

STONE, RECAST

WITH MATERIAL

IN KIND

SCALE@

4 0 4 8 --------

SCALE OF FEET

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

EXTERIOR ELEVATION 641

180012

ADMINISTRATION WING

SE201

PMIS/PKG NO.

SOUTH 311373

SHEET

ALCATRAZ ISLAND

GOLDEN GATE NATIONAL RECREATION AREA 99 OF224

REPAIR

TYPE F FT E W Ws Wtw O P Ci Cp AI

UNITS SF SF LF LF LF SF SF SF LF LF EA

DETAIL 2/SE501 3/SE501 4/SE501 1/SE502 2/SE502 3/SE502 3/SE503

1A/SE503

1B/SE503

5/SE503 6/SE503 1/SE504

SHEET

TOTAL 49 0 22 5 9 0 31 80 6 5 0

NOTES:

1. SEE 1/SE501 FOR GENERAL PATCHING REQUIREMENTS.

2. SEE SHEET SE505 FOR INSTALLING PATCH ANODES.

Pl ot te d:

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No. C055585

Exp. 12/31/24

E p p p p

ENCLOSURE WORK NOTES:

(E) LIGHT BRACKET

SEE 5/ A514, S.E.D.

F 0

I Cp

\_F F p

CJ

CJ

I I

(E) LIGHT BRACKET

SEE 5/A514, S.E.D.

E

ROOF SCUPPER p

0 0

F

0 (E) DOWNSPOUT

PROTECT IN PLACE

p

Ci

Cp

F~

CJ

CJ

(E) DUCT TO REMAIN. SEE NOTE

5 THIS PAGE. FABRICATE AND

INSTALL NEW SHEET METAL

COVER, PAINT TO MATCH (E)

Ws

□ D

0 1 p E

ADMINISTRATION WING - EAST EXTERIOR ELEVATION (OPTION B)

SCALE@

LEGEND

1. SITE FURNISHINGS AND OTHER POTENTIAL OBSTRUCTIONS NOT SHOWN FOR CLARITY.

F

2. REMOVE (E) EXTERIOR COATINGS BY CHEMICAL STRIPPER OR OTHER APPROVED METHOD

THAT WILL NOT ALTER THE UNDERLYING CONCRETE MATERIALS. SEE HAZARDOUS MATERIALS

SPECIFICATIONS. CONCRETE REPAIR TYPE

3. APPLY (N) ELASTOMERIC COATING TO PARGE COAT 0/ EXTERIOR CONCRETE SURFACES.

4. COORDINATE EXTERIOR CONCRETE PATCHING WITH INTERIOR WALL PATCHING @ LOCATIONS

WITH THROUGH-WALL PATCHES, SEE INTERIOR ELEVATIONS FOR ANTICIPATED LOCATIONS.

5. FOR HISTORIC PIPING AND ATTACHMENTS, PROTECT IN PLACE, REMOVE (E) PAINT, CLEAN &

COAT. (E) PAINT MAY CONTAIN HAZARDOUS MATERIALS. SEE HAZARDOUS MATERIALS

SPECIFICATIONS. REFER TO ELECTRICAL AND PLUMBING DRAWINGS.

6. REPAIR (E) WINDOWS DESIGNATED BY@# AND DOORS DESIGNATED BY@. SEE

SCHEDULE (A601-A602).

7. CONCRETE SURFACES HAVE A PORTLAND CEMENT PLASTER PARGE FINISH, 1/8-3/8"

VARIABLE THICKNESS.

8. SEE 1/SES10 FOR PROFILE OF ROOF LEVEL AND 1 ST LEVEL WATERTABLES.

9. THE GRAPHICAL DEPICTION OF THE DETERIORATION AND REPAIRS SHOWN IN THE DRAWINGS

ARE APPROPRIATE AND SHALL ONLY BE USED BY THE CONTRACTOR AS A GUIDE. SEE

SPECIFICATIONS FOR PRE-DEMOLITION FIELD VERIFICATION PROCEDURES TO IDENTIFY AND

DOCUMENT THE SPECIFIC REPAIR TYPES AND THEIR LOCATIONS.

10. SEE 2/SE504 FOR EXTENT OF NETTING REMOVAL AND NETTING ANCHOR REPAIR.

11. REFER TO SPECIFICATIONS FOR MOCKUP LOCATIONS NOT SHOWN.

PROTECTION NOTES

[2J PROTECT EXISTING GRANITE PORTICO

DOOR SURROUND

TOP OF

CELLHOUSE

PARAPET $

PROTECT GRANITE

PEDIMENT DURING

ADJACENT PATCHING<

p

--=LEVEL 1 Ep

KEY PLAN

I

I

I

~o

I

FILLED-It

OPENING

TO REMA N

I I

ODD

"""l I I

I

I

I

~:::::::1111110111m:::mu

· n::::::::111110111111::::::n

I

NO SCALE NOTE: POCHE INDICATES AREA OF WORK

I I I I I

I I

0 0 IZI 0 0

I I I I I I I c

FILLED-IN ~ -~ -

OPENING -- --'?41 ?48 .. - )49 --TO REMAIN " -'

\. _j . ' .J

I I

I I I I

0 ~

@ 0 0 @

DI ID ODD ODD ODD ~

I I I I I I

!I i i I I I I

N.I.C., FOR REFERENCE ONLY

ADMINISTRATION WING - WEST EXTERIOR ELEVATION

SCALE@

SCALE@

4 0 4 8 --------

SCALE OF FEET

DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO.

UMG EXTERIOR ELEVATION 641

,a., .. , .. , 180012

ADMINISTRATION WING JAW/QAG

SE202

PMIS/PKG NO.

TECH. REVIEW: EAST & WEST 311373

JDD SHEET

DATE: ALCATRAZ ISLAND

08/07/2023 GOLDEN GATE NATIONAL RECREATION AREA 100 OF224

te d:

/7

/2

8:

P

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No. C055585

Exp. 12/31/24

2- 0::

g i'5 i :::s

~ z

2:

I c--i N i ci.:

1;3 0::

a tri

C? C?

TOP OF

CELLHOUSE

;r:===::::::i;--------7===::::::::::i;-----------;i====::i;-------;c:~t:===::::::i;-----"F=::/-~ _ ...... PARAPET Ep

0 1!11!1 1!11!1 0 1!11!1 1!11!1 0

I I I I I I I I I I I I I I I I

-.36 3

1!11!1 lillil 1!11!1 lillil

136 137

1!11!1 1!11!1 1!11!1 1!11!1

IXXXlOOOO<XXXX)

1!11!1 1!11!1

I I I I I I I I

Iii Iii lillil

1!11!1 1!11!1

IXXXlOOOO<XXXX)

I I I I I I I I

I I I I I I I I I I I I I I I I

11111111

1w1 rL-----'o----------r'------'r-------+------'r-------+----,....._----',jH:·~----li~ L---....L...-------'----....l..-----___. __ __. _____ ...,_____., ___ _.._~,.___ ................. _----1 -~L.EVEL 1$

N.I.C., FOR REFERENCE ONLY

A CELLHOUSE SOUTH ELEVATION

SE203 SCALE@

Iii Iii lillil 0

Iii Iii lillil

Iii Iii Iii Iii

B

SE203

KEY PLAN

Iii Iii Iii Iii 0 Iii Iii Iii Iii O Iii 121 Iii Iii 0 1!11!1 0

40 241 4 43

Iii Iii Iii Iii Iii Iii lillil Iii Iii Iii Iii Iii Iii

=== r;,,;,,;~;,,;,,;, 140 141 14 143

I I I I I I I I

Iii Iii lillil Iii Iii Iii Iii Iii Iii Iii Iii

OO<XXXXXXXXXXX> OO<XXXXXXXXXXX>

N.I.C., FOR REFERENCE ONLY

CELLHOUSE - WEST ELEVATION, SOUTH END

SCALE@

SCALE@

4 0 4 8 -- ----

SCALE OF FEET

DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO.

UMG EXTERIOR ELEVATION 641

,a., .. , .. , 180012

JAW/QAG

SE203

CELLHOUSE SOUTH PMIS/PKG NO.

TECH. REVIEW: & WEST 311373

JDD SHEET

~ NO SCALE NOTE: POCHE INDICATES AREA OF WORK SL __________________________________________________________________________ ---1.=-=.t.:..::..:..t....=.=.=.:::..L.. ___ ___. _______________ ....J.:==---== DATE: ALCATRAZ ISLAND

101 OF224 08/07/2023 GOLDEN GATE NATIONAL RECREATION AREA

TYPE F FT E W Ws Wtw O P Ci Cp AI

UNITS SF SF LF LF LF SF SF SF LF LF EA

DETAIL 2/SE501 3/SE501 4/SE501 1/SE502 2/SE502 3/SE502 3/SE503

1A/SE503

1B/SE503

5/SE503 6/SE503 1/SE504

SHEET

TOTAL 4 0 13 3 2 0 2 3 27 4 1

NOTES:

1. SEE 1/SE501 FOR GENERAL PATCHING REQUIREMENTS.

2. SEE SHEET SE505 FOR INSTALLING PATCH ANODES.

M

AT

C H

LI

N

E

Pl ot te d:

/7

/2

8:

P

M

No. C055585

Exp. 12/31/24

RECONSTRUCT PARAPET,

SEE 2/SE503

Ci -..

w '

IO

wO zN -W ...J (/)

(20)

EXTENT OF T

( ENCLOSURE WORK, I N.I.C. )

SEE ENCLOSURE I

WORK NOTES BELOWI

-V K././././././././.// 1/./././/'. '//l E ~,,.,,.,,.,,.,,.,, 1///// ,,... 0

F- -'f"/,1 p~ 0

-LD /

I I I I I I I I Ai_/ I I 11111111 F-m I I

T ' ,- d 2 91- =

"'~ r--)

11111111

"'~ .. ~129 --~ w ciJ

I,-'. r,., Ws

Ci

I

Cf I

I I I I I I I I I I 11111111

I

' =,.. 230 -

11111111

-"' 130 -

I I I

"""' ,/V\AA

I

0 Iii Iii lillil 0 Iii Iii lillil 0 Iii Iii lillil

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

11111111 11111111 11111111 11111111 I I I I I I I I

'231 32) =

,. ,. = 234 ~=

Iii Iii lillil Iii Iii lillil Iii Iii lillil

11111111 11111111 11111111 11111111

11111111 11111111 11111111 .. _ 131 .. .. Ir ~ -

~3s .. .. - ~34 -- 132 .. -,_ .... -- ~ -' - - .. - '---...J i,,, -lwl

I I I I I I I

C It 1 Iii Iii lillil Iii Iii lillil Iii Iii lillil

A CELLHOUSE - PARTIAL WEST EXTERIOR ELEVATION

SE204

ENCLOSURE WORK NOTES:

1. SITE FURNISHINGS AND OTHER POTENTIAL OBSTRUCTIONS NOT SHOWN FOR CLARITY.

2. REMOVE (E) EXTERIOR COATINGS BY CHEMICAL STRIPPER OR OTHER APPROVED METHOD

THAT WILL NOT ALTER THE UNDERLYING CONCRETE MATERIALS. SEE HAZARDOUS MATERIALS

SPECIFICATIONS.

3. APPLY (N) ELASTOMERIC COATING TO PARGE COAT 0/ EXTERIOR CONCRETE SURFACES.

4. COORDINATE EXTERIOR CONCRETE PATCHING WITH INTERIOR WALL PATCHING @ LOCATIONS

WITH THROUGH-WALL PATCHES, SEE INTERIOR ELEVATIONS FOR ANTICIPATED LOCATIONS.

5. FOR HISTORIC PIPING AND ATTACHMENTS, PROTECT IN PLACE, REMOVE (E) PAINT, CLEAN &

COAT. (E) PAINT MAY CONTAIN HAZARDOUS MATERIALS. SEE HAZARDOUS MATERIALS

SPECIFICATIONS. REFER TO ELECTRICAL AND PLUMBING DRAWINGS.

6. REPAIR (E) WINDOWS DESIGNATED BY@# AND DOORS DESIGNATED BY@. SEE

SCHEDULE (A601-A602).

7. CONCRETE SURFACES HAVE A PORTLAND CEMENT PLASTER PARGE FINISH, 1/8-3/8"

VARIABLE THICKNESS.

8. SEE 1/SES10 FOR PROFILE OF ROOF LEVEL AND 1 ST LEVEL WATERTABLES.

9. THE GRAPHICAL DEPICTION OF THE DETERIORATION AND REPAIRS SHOWN IN THE DRAWINGS

ARE APPROPRIATE AND SHALL ONLY BE USED BY THE CONTRACTOR AS A GUIDE. SEE

SPECIFICATIONS FOR PRE-DEMOLITION FIELD VERIFICATION PROCEDURES TO IDENTIFY AND

DOCUMENT THE SPECIFIC REPAIR TYPES AND THEIR LOCATIONS.

10. SEE 2/SE504 FOR EXTENT OF NETTING REMOVAL AND NETTING ANCHOR REPAIR.

11. REFER TO SPECIFICATIONS FOR MOCKUP LOCATIONS NOT SHOWN.

LEGEND

SCALE@

CONCRETE REPAIR TYPE

=--' ~1111111111111m::r::: : ~ ,,......-,,r-T--~ ~::::::::111111 111111:::::::u 1 E~

· n::::::::111111 1111111::::::n :E!,"T, i;JIIIIIIIUJJJJ~::

' I !~· I '\!Y@

KEY PLAN

NO SCALE NOTE: POCHE INDICATES AREA OF WORK

I

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DESIGNED:

UMG

,a., .. , .. , JAW/QAG

TECH. REVIEW:

JDD

DATE:

08/07/2023

I 0 0

I I I e

TOP OF

CELLHOUSE

-~PARAPET $

-~LEVEL 1$

0 4 8 4

SCALE@ --------

SCALE OF FEET

SUB SHEET NO. TITLE OF SHEET

EXTERIOR ELEVATION

CELLHOUSE PARTIAL

SE204 WEST

ALCATRAZ ISLAND

GOLDEN GATE NATIONAL RECREATION AREA

DRAWING NO.

180012

PMIS/PKG NO.

311373

102 OF224

TYPE F FT E W Ws Wtw O P Ci Cp AI

UNITS SF SF LF LF LF SF SF SF LF LF EA

DETAIL 2/SE501 3/SE501 4/SE501 1/SE502 2/SE502 3/SE502 3/SE503

1A/SE503

1B/SE503

5/SE503 6/SE503 1/SE504

SHEET

TOTAL 75 30 35 18 0 1 33 23 66 17 6

NOTES:

1. SEE 1/SE501 FOR GENERAL PATCHING REQUIREMENTS.

2. SEE SHEET SE505 FOR INSTALLING PATCH ANODES.

M

AT

C H

LI

N

E

Pl ot te d:

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No. C055585

Exp. 12/31/24

RECONSTRUCT PARAPET,

SEE 2/SE503

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V> Cl c· z!;j

SE205 SCALE @

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ENCLOSURE WORK NOTES: .-.LE_G.__E ...... N-..D _______ _

~V) 1. SITE FURNISHINGS AND OTHER POTENTIAL OBSTRUCTIONS NOT SHOWN FOR CLARITY.

~Z, 2. REMOVE (E) EXTERIOR COATINGS BY CHEMICAL STRIPPER OR OTHER APPROVED METHOD ~, J, THAT WILL NOT ALTER THE UNDERLYING CONCRETE MATERIALS. SEE HAZARDOUS MATERIALS

SPECIFICATIONS.

~~ 3. APPLY (N) ELASTOMERIC COATING TO PARGE COAT 0/ EXTERIOR CONCRETE SURFACES.

§~ 4. COORDINATE EXTERIOR CONCRETE PATCHING WITH INTERIOR WALL PATCHING @ LOCATIONS ~e: WITH THROUGH-WALL PATCHES, SEE INTERIOR ELEVATIONS FOR ANTICIPATED LOCATIONS.

,Z-~ 5. FOR HISTORIC PIPING AND ATTACHMENTS, PROTECT IN PLACE, REMOVE (E) PAINT, CLEAN &

~'T COAT. (E) PAINT MAY CONTAIN HAZARDOUS MATERIALS. SEE HAZARDOUS MATERIALS

~G' SPECIFICATIONS. REFER TO ELECTRICAL AND PLUMBING DRAWINGS.

,2-j 6. REPAIR (E) WINDOWS DESIGNATED BY@# AND DOORS DESIGNATED BY@. SEE

~ .'. SCHEDULE (A601-A602).

-;C~ 7. CONCRETE SURFACES HAVE A PORTLAND CEMENT PLASTER PARGE FINISH, 1/8-3/8"

CONCRETE REPAIR TYPE

PILASTER STRENGTHENING.

SEE 1/SE510

...-,--, ~1111111111111m::r::: : ~ ,,....-,,r-T---,::1;,: ·~::::::::111111 111111:::::::u 1 Ed

: n::::::::111111 1111111::::::n : •

~ (E) WALL VENT,

S.A.D., TYP.

~LEVEL 1$

_ __,BASEMENT $

SCALE@

4 0 4 8 --------

SCALE OF FEET

DESIGNED: SUB SHEET NO. TITLE OF SHEET ot;!fj VARIABLE THICKNESS. i;JIIIIIIIUJJJJ~::

<>::3: 8. SEE 1/SE510 FOR PROFILE OF ROOF LEVEL AND 1ST LEVEL WATERTABLES. UMG EXTERIOR ELL\./A'JION §~ 9. THE GRAPHICAL DEPICTION OF THE DETERIORATION AND REPAIRS SHOWN IN THE DRAWINGS 1 ' li'il•1•1•• ~VI"\ g~ ARE APPROPRIATE AND SHALL ONLY BE USED BY THE CONTRACTOR AS A GUIDE. SEE (li> 0 1 JAW/QAG SE205 CELLHOUSE PARTIAL ""w SPECIFICATIONS FOR PRE-DEMOLITION FIELD VERIFICATION PROCEDURES TO IDENTIFY AND 11 I ., ,,,..,,, :/}.~'£--- T _JED_cDH_. -REV_I_Ew_: --1

;~ DOCUMENT THE SPECIFIC REPAIR TYPES AND THEIR LOCATIONS. KEY PLAN . " WEST

DRAWING NO.

180012

PMIS/PKG…