36C25018B0815-0002003.pdf

A8.03

A8.03

TOP OF ROOF

116'-2"

EL. FINISH FLR

100'-0"

TOP OF ROOF

114'-6"

TOP OF ROOF

116'-2"

EL. FINISH FLR

100'-0"

TOP OF ROOF

114'-6"

EL. FINISH FLR

100'-0"

TOP OF ROOF

114'-6"

TOP OF ROOF

114'-8"

A B

C D

E F G

A8.03

A8.03

A8.03

T1-11 WOOD SIDING

PAINTED

PREFINISH ALUM. DOWNSPOUT

& GUTTER.CONNECT TO STORM

SEWAGE SYS.

SINGLE HUNG ALUM.

WINDOW UNIT W/ 4" WD.

WINDOW TRIM

MEMBRANE ROOFING

PREFINISH ALUM. DOWNSPOUT &

GUTTER

4" WD. WINDOW TRIM

PAINTED

LINE OF RAMP

PREFINISH ALUM. DOWNSPOUT

& GUTTER.CONNECT TO STORM

SEWAGE SYS.

SINGLE HUNG ALUM.

WINDOW UNIT W/ 4" WD.

WINDOW TRIM

T1-11 WOOD SIDING

PAINTED

LINE OF EXISTING

BUILDING

ELECTRICAL SERVICE

ENTRANCE. SEE MEP DWGS.

T1-11 WOOD SIDING

PAINTED

T1-11 WOOD SIDING

PAINTED

T1-11 WOOD SIDING

PAINTED

MEMBRANE ROOFING

LINE OF CEILING LINE OF CEILING

LINE OF CEILING

LINE OF CEILING

LINE OF CEILING

LINE OF CEILING

WALL MOUNTED MECH.

UNIT. REFER TO MEP.

DWGS

T1-11 WOOD SIDING

PAINTED

MOBILE SPS

BY OTHER

FINISH FLOOR TO

FLUSH W/ MOBILE

SPS. FLOOR EXP.

JOINT SEE DETAIL

3/A8.03 & PROJECT

MANUAL.

FLOOR, CEILING

& WALLS

COMPRESSION SEALS

SEE DETAIL 4,5/A8.03 &

PROJECT MANUAL

LINE OF MECH. UNIT

REFER MEP DWGS.

LINE OF MECH. UNIT

REFER MEP DWGS.

LINE OF MECH. UNIT

REFER MEP DWGS.

CARD READER

WALL MOUNTED

MECH. UNIT. REFER

TO MEP. DWGS.

T1-11 PLYWOOD SIDING ON

BUILDING PAPER ON 5/8" EXT. SHEATHING

WITH R 13 FIBERGLASS INSULATION

AND 5/8" WALLBOARD

VCT FLOORING ON

2 LAYERS OF 3/4" SUB FLOOR

MEMBRANE ROOFING ON 2" RIGID INSULATION

OVER 5/8" ROOF SHEATHING WITH MIN. 1/4" SLOPE

3'-0 X 3'-6" ALUM. WINDOW UNIT

W/ 4" WD. WINDOW TRIM. PAINTED.

SEE PLAN FOR LOCATION. TYP OF 4

1/2" DIA, 6" LONG SIMPSON TITEN HD

@ EA STUD, TYP.

8", 18GA MTL JOIST (800S162-43) AT EACH

STUD. SLOPED STRUCT. FOR ROOF SLOPE

1/4" MIN.

8", 18GA MTL JOIST (800S162-43)

@ EA MTL STUD

BENT PL 12GA 4"X2"X4" LONG @ EA STUD.

CONNECT TO STUD W/ (4) #12 TEK SCREWS, TYP.

8", 18GA TRACK, #12 TEK SCREW @ EACH JOIST

3 5/8", 18GA (362S162-43) MTL. STUD @ 16"O.C.

TRIM FLANGES @ VERT STUDS AND JOIST.

(IF NECESSARY)

(4) #12 TEK SCREWS EA END, TYP.

6", 16GA (600S250-54) MTL STUD @ 16" O.C.

INSTALL BRIDGING @ 6'-0" O.C. MAX. TYP.

CONT. #4 BAR, TYP.

1 1/2" DIA. STAINLESS STL

HANDRAIL

WD. WINDOW SILL PAINTED

NOTE: WHERE TOP OF

RAMP JOIST IS LESS THAN

1'-0" ABOVE CONC. SLAB,

DO NOT INSTALL BRACES

BELOW RAMP

(4) #12 TEK SCREWS EA END OF JOIST.

ACOUSTICAL CEILING TILE

SEE PROJECT MANUAL

6", 18GA TRACK, TYP.

6", 18GA TRACK AT HEAD & SILL,

CLIP FLANGE & BEND WEB TO

CONNECT TO JAMB STUD

1/4"/ 1'-0" MIN.

1' - 0"

V A

R

IE

S .2

KEEP FINISH GRADE 6" BELOW

FINISH FLOOR ELEVATION

MTL. EDGE FLASHING

.2'-6" TYP.

.4

4" VINYL BASE

MOBILE

SPS UNIT

COMPRESSION SEAL

COORDINATE WITH

MOBILE SPS PROVIDER

FLOOR FINISH

MATERIAL

PROVIDE

BLOCKING TO

SECURE JOINT

AT PLATFORM

ONLY

METAL EXP.

JOINT COVER

FLUSH

BETWEEN

FLOORS ELEV.

COMPRESSION SEAL.

REFER TO PROJECT

MANUAL &

COORDINATE WITH

MOBILE SPS PROVIDER

MOBILE

SPS UNIT

EXTERIOR SIDING

WATER TIGHT

COMPRESSION SEAL.

REFER TO PROJECT

MANUAL.

EXISTING

BUILDING

FRT WOOD BLOCKING

MEMBRANE ROOFING ON

RIGID INSULATION

OVER 5/8" ROOF

SHEATHING

1"

/2

EXISTING MTL. PANEL

TO BE PROTECTED

Expires 12/31/2017 Mark R Hollern 08833

11 / 18 / 2016

Drawing Title

Approved:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

CHALMERS P. WYLIE VA AMBULATORY CARE CENTER

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

CONSULTANTS:

SCHEMATIC DESIGN REVISIONS - 25% REVIEW SET 2015 10-21

1A

FARID MEHR, PE

CHIEF, ENGINEERING SERVICE

SCHEMATIC DESIGN - 25% REVIEW SET 2015 10-07

DESIGN DEVELOPMENT ONE - 50% REVIEW SET 2015 11-25

DESIGN DEVELOPMENT TWO - 75% REVIEW SET 2016 02-03

CONSTRUCTION DOCUMENTS - 95% REVIEW SET 2016 03-30

BID DOCUMENTS - 100% SET 2016 05-11

BID DOCUMENTS - 100% SET REVISED 2016 11-18

C T e m p \R e v it L o c a lF ile s \1

V

A L a b a n d S

P S

-1

-1 m a rk h .r v t

BID DOCUMENTS - BID

A8.03

ATRK

SPS Temporary Trailer Ramp - Ext Elevations

2016-11-18

757-16-101

EXPAND LAB AND SPS

DEPARTMENTS

1/4" = 1'-0"A8.03

1 elevations - ramp

3/4" = 1'-0"A8.03

2 section - ramp

3" = 1'-0"A8.03

3 exp. joint - floor 3" = 1'-0"A8.03

4 compression joint - wall & ceiling 1 1/2" = 1'-0"A8.03

5 compression joint - wall & roof