VA_Porch___Roof_Design_A103_-_1-15-19.pdf

BLDG 11

BLDG 11

BLDG 10

LEGEND:

COLONIAL PROFILE

TYPE 1 CONCEALED DRAIN

MODEL #DSC-8D1

COLONIAL PROFILE

TYPE 2 CONCEALED DRAIN

MODEL #DSC-8D2

C

D B

G

I

H

E F

8 1 /4"

3" 8 1/2"

4 1/2"

7 1 /4"

1/

4"

8 1 /4"

3" 8 1/2"

2 1/2"

5 1 /4"

1/

4"

9 3 /4"

A

C

D B

G

I

H

E F

A

LEGEND:

COLONIAL PROFILE

6" SIZE

MODEL #DSC-6

7 1/2" 3"

6 1 /4"5 1

/2" 6 1

/2"

E F

A

B

G

D C

COLONIAL PROFILE

8" SIZE

MODEL #DSC-8

8"

9 1 /4"

3"

8 1/2"

7 1 /4"

E F

A

B

G

D

C

REVISION 1 08/7/2018

REVISION 2 09/24/2018

REVISION 3 01/15/2019

A103

SCALE: 3/8" = 1'-0"

BUILDING 11 RAMP WEST ELEVATION VIEW

F1

PORCH 1

PORCH 2

STAIRS

MAP OF BUILDING 11

RAMP

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

CUPOLA LAYOUT FOR BUILDING 11

C1 SCALE: 3/4" = 1'-0"

BUILDING 11 CUPOLA REPAIR DETAIL

C6

THE AFFECTED AREA ON

BUILDING 11 RELATES TO THIS

DOUBLE HEADER, SEE NOTE 1.

LOOK TO DETAIL C6/A103 TO SEE THE AFFECTED AREA.

A

B

C

F

E

D

A

B

C

D

E

F

CUPOLA A CUPOLA B CUPOLA C

NOTES:

1. REPAIR CUPOLA AS DETERMINED NECESSARY

BY THE CONTRACTOR.

2. ALL CUPOLAS TO BE FITTED WITH INSECT

SCREENS PRIOR TO PAINTING.

3. INFORMATION SHOWN ON THIS PLAN HAS

BEEN PROVIDED ACCORDING TO THE BEST

INFORMATION AVAILABLE TO THE ENGINEER.

4. CONTRACTOR TO VERIFY ALL EXISTING

MEASUREMENTS IN THE FIELD.

5. ALL ADA CLEARANCES LAID OUT TYPICAL TO

CODE:

5.1. HANDRAILS 34" FROM FINISHED SURFACE

3.2. GUARDRAILS 42" FROM FINISHED

SURFACE.

3.3. A SPACING OF 2-1/4" MUST BE PROVIDED

BETWEEN THE GUARD RAIL AND THE HAND

RAIL.

3.4. MAXIMUM RAMP SLOPE OF 1:20.

3.5. MAXIMUM RAMP LENGTH OF 40' WITHOUT

A LANDING.

3.6. MINIMUM RAMP WIDTH 5'.

3.7. MINIMUM LANDING SIZE 6' X 6'.

4. CONTRACTOR TO INCLUDE AN EXPANSION

JOINT BETWEEN THE NEW PORCH

SLAB/FOUNDATION WALL AND THE EXISTING

BUILDING.

5. PROPOSED SLABS TO BE FLUSH WITH BOTTOM

OF EXISTING DOOR.

6. VENTS ARE TO BE INSTALLED WITH WIRE MESH

BETWEEN CONCRETE AND BRICK IN ORDER TO

MAINTAIN THAT THEY ARE RODENT FREE.

7. ALL STAIRS ARE TO END AT EXISTING

SIDEWALK.

9. LIGHTS INSTALLED ON EXTERIOR WALL ARE TO

BE WIRED TO NEAREST EXISTING ELECTRICAL

PANEL CAPABLE OF CARRYING THE LOAD.

LIGHTS ARE TO BE SET WITH PHOTO CELLS TO

TURN ON AUTOMATICALLY AT DUSK.

10. CONTRACTOR TO INSTALL RHINO ROOF U20

OR APPROVED EQUIVALENT.

11. CONTRACTOR TO INSTALL BLUESKIN RF200 ICE

AND WATER SHIELD OR APPROVED

EQUIVALENT. INSTALL PER MANUFACTURERS

INSTALLATION GUIDE.

12. CONTRACTOR TO INSTALL TIMBERLINE HD

SHINGLES OR APPROVED EQUIVALENT.

MATERIAL

SHINGLES

QUANTITY

VIF

VIF

ROOFING & GUTTER REPLACEMENT

BUILDING

SHINGLES11

**SHINGLES TO MATCH EXISTING SHINGLES**

INSECT SCREEN TO BE FIXED TO ALL

CUPOLAS (TYP.)

SCALE: 1" = 1'-0"

RAMP TO PAVEMENT CONNECTION

C7

4" WIDE X 4'-6" LONG ALUMINUM JOINT

COVER ATTACHED TO DECKING WITH

3/16" DIAMETER POP RIVETS

4'-6" X 2'-3" X 1/4" ALUMINUM TREAD PLATE

VA RAMP SLOPE CALCULATIONS:

· PER VA BARRIER FREE DESIGN STANDARD:

· PER DESIGN:

REQUIREMENT VA

MAXIMUM SLOPE 1:20

MAXIMUM LENGTH, WITHIN

RANGE OF 1:25-1:20

35'

MINIMUM CLEAR WIDTH

4'

REQUIREMENT DESIGN

MAXIMUM SLOPE 1:20.4

MAXIMUM LENGTH, WITHIN

RANGE OF 1:25-1:20

34'-6"

MINIMUM CLEAR WIDTH

4'

17' 16'-11

" 5'-11

" 17'-8

" 16'-9

" 3'-5

1'-5

2'-10"

3'-6"

8"

3'

1'

2'-3

3'-3

4'-0

4'-0

4'-11"

5'-8

" 5'-8

17'-6"

17'-0

6'

17'-8"

16'-10"

4'-6"

34'-6"

34'-6

78'-10

8' MAX SPACING

PRECAST CONCRETE PLANKS,

SEE SHEET S101 FOR DETAILS

CHAIN LINK FENCING TO BE USED TO

PREVENT ACCESS BELOW RAMP

VINYL RAILING AND

GUARD RAIL (TYP.)

A

B

C

D

E

RAMP MEMBER LENGTH

A

17'-6"

B

17'-0"

C

6'-0"

D

17'-6"

E

17'-0"

F

1'-0

" 1'-0

1'-11"

2'-8

1' X 4'-6" RED TRUNCATED

DOMES SELF-ADHESIVE PAD

RAMP ACCESS MARKING

GEOMEMBRANE BARRIER OR EQUIVALENT

WITH RED CRUSHED GRAVEL

FINISH SCHEDULE

BUILDING LOCATION DESCRIPTION

11 VINYL RAILING

WHITE RAILING

PAINT

11 TRIMMINGS

BENJAMIN

MOORE PLAIN

WHITE OIL

BASED PAINT

10 & 11

GUTTERS &

DOWNSPOUTS

BENJAMIN

MOORE PLAIN

WHITE OIL

BASED PAINT

SEE DETAIL A1/S101

SEE DETAIL F1/S101

SEE DETAIL C1/S101

SEE DETAIL F1/S101

SEE DETAIL D1/S101

SEE DETAIL D5/S100

SEE DETAIL D3/S101

SCALE: NTS

GUTTER AND DOWNSPOUT DETAILS (TYP.)

B6

NOTES:

1. CONTRACTOR TO INSTALL GUTTER AND DOWNSPOUTS IN ACCORDANCE WITH MANUFACTURERS

SPECIFICATIONS.

2. INFORMATION SHOWN ON THIS DETAIL IS BASED OFF THE MANUFACTURER CAD DETAILS. CONTRACTOR

TO FIELD VERIFY ALL EXISTING MEASUREMENTS AND CONTACT THE EOR IF ANY DEVIATIONS OCCUR.

3. SEE SPECIFICATION SECTION 2.1 IN 07 60 00 FOR GUTTER DETAILS.

4. CONTRACTOR TO INSTALL ALUMINUM SUPPORTS EVERY 24" O.C. PER SPECIFICATIONS.

5. CONTRACTOR TO MAINTAIN

" PER FOOT SLOPE FOR HANGING GUTTERS PER SPECIFICATIONS.

6. EXISTING SPLASHBLOCKS TO REMAIN UNLESS NOTED AS UNSERVICEABLE. CONTRACTOR TO FIELD

VERIFY.

LEGEND:

A HEAVY DUTY ALUMINUM SUPPORT BRACKET AT 30" CENTERS.

B LINER 10'-0" LENGTH, 1" TELESCOPING LAP JOINT.

C ROMAN FASCIA 10'-0" LENGTH WITH 3/8" EXPANSION REVEAL JOINT.

D HEAVY DUTY ALUMINUM INTERIOR STRAPS AT 30" CENTERS.

E #10 X 2" S.S. SCREW(S) TO SECURE SUPPORT BRACKET.

F #10 X 1" (WOOD STUDS) OR #10 X 3/4" (METAL STUDS) S.S. SCREW(S) THROUGH ELONGATED HOLES (12" CENTERS) TO SECURE LINER.

G ALUMINUM RIVET TO SECURE INTERIOR STRAP TO LINER.

H CAST DRAIN LEAF GRATE, ATTACHED TO DRAIN WITH 4 MACHINE SCREWS.

I CAST DRAIN, AVAILABLE WITH 2, 3, & 4" THREADED OUTLET. DRAINS ARE MOUNTED TO A SPECIALLY FORMED 36" SECTION OF LINER CALLED A DRAIN RECEIVER. THIS RECEIVER IS FACTORY PUNCHED FOR THE DRAIN'S OPENING AND FASTENERS. FIELD ASSEMBLY IS

REQUIRED.

GUTTERS VIF

VIF

GUTTERS11

**VIF = VERIFY IN FIELD**

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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NEW JERSEY LYONS CAMPUS VA LYONS, NJ

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WATSON ENGINEERING, PC 1112 STATE ROUTE 434 OWEGO, NY 13827

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REPLACE PORCH, ROOFS, WOOD 10+11

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CONTRACT NO. VA243-16-C-0144

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LYONS NEW JERSEY VA CAMPUS

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REPLACE PORCH, ROOFS, WOOD BLDGS. 10+11

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100% SUBMISSION (FOR CONSTRUCTION)

AutoCAD SHX Text 561A4-13-110

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EMW

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CJO

AutoCAD SHX Text 9/24/18

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TOMPKINS ARCHITECTS 612 NW KAY DRIVE LEE'S SUMMIT, MO 64063

AutoCAD SHX Text 9/24/2018