VA_Porch___Roof_Design_9-24-18.pdf

PDF 8 MB Posted Dec 19, 2018

Attached to: Replace Porches, Roofs, Woodwork Bldgs. 10&11
Solicitation number: 36C24219B0005
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

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36C24219B0005 VA Porch _ Roof Design 9-24-18.pdf

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36C24219C0075-000.docx	DOCX document	Feb 27, 2019
36C24219B0005-0004001.pdf	PDF	Jan 22, 2019
36C24219B0005-0004000.docx	DOCX document	Jan 22, 2019
36C24219B0005_0003.docx	DOCX document	Jan 18, 2019
Bid_Sheet_-_Replace_Porches.pdf	PDF	Jan 18, 2019
Replace_Porches,_Roof,_Woodwork_RFI_-_2.pdf	PDF	Jan 18, 2019
36C24219B0005_0002.docx	DOCX document	Jan 16, 2019
VA_Porch___Roof_Design_E101_-_1-15-19.pdf	PDF	Jan 16, 2019
VA_Porch___Roof_Design_A103_-_1-15-19.pdf	PDF	Jan 16, 2019
Bid_RFI's_(With_Watson_Eng_comments).pdf	PDF	Jan 16, 2019
561A4_13_110__VA_Porch__Roof_Design__STAMPED.pdf	PDF	Jan 7, 2019
36C24219B0005_0001.docx	DOCX document	Jan 7, 2019
36C24219B0005.docx	DOCX document	Dec 19, 2018
561A4-13-110_-_Specification_Package_(7_August_2018).pdf	PDF	Dec 19, 2018
36C24219B0005-000.docx	DOCX document	Nov 21, 2018

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LOT 7

LOT 1 & 2

PARKING

BLDG 6

LOT 4

BLDG 143

WEST CIRCLE

DRIVE TENNIS

COURTS

LOT 9

T 8

BLDG 53

EAST CIRCLE DRIVE

LOT 6

BLDG 3

BLDG 7

BLDG 57

BLDG 55

BLDG 2

BLDG 14

BLDG 6

BLDG 4

BLDG 8

BLDG 1

BLDG 14

BLDG 9

BLDG 7

BLDG 12

BLDG 138

BLDG 2

BLDG 138

BLDG 12 BLDG 15

BLDG 11

BLDG 13

BLDG 135BLDG 54

BLDG T93

BLDG 16

BLDG 135

BLDG 18

BLDG 135

BLDG 133

BLDG 136

BLDG 25

BLDG 50

BLDG 26

BLDG 70

BLDG 118

BLDG 19

BLDG 18

BLDG 69

LOT 3

BLDG 47

BLDG 118

BLDG 5

LOT 4

BLDG 55

LOT 1 & 2

PARKING

LOT 7

LOT 9

LOT 6

T 8

BLDG 143

EAST CIRCLE DRIVE

TENNIS

COURTS

WEST CIRCLE

DRIVE

BLDG 53

BLDG 4

BLDG 1

BLDG 57

BLDG 3

BLDG 9

BLDG 8

BLDG 15

BLDG 54

BLDG 13

BLDG 16

BLDG 135

BLDG 26

BLDG 136

BLDG T93

BLDG 133

BLDG 25

BLDG 50

BLDG 69

BLDG 19

LOT 3

BLDG 70

BLDG 47

BLDG 5

BLDG 10

BLDG 11

BLDG 10

REVISION 1 08/7/20181

REVISION 2 09/24/20182

VA NEW JERSEY

HEALTH CARE SYSTEM

LYONS CAMPUS

151 KNOLLCROFT RD

LYONS, NJ 07939

REPLACE PORCH, ROOFS, WOODWORK, BLDGS. 10/11

PROJECT NO.

561A4-13-110

CAMPUS MAP

SCALE: N.T.S.

DRAWING TITLE SHEET NUMBER

R O

GENERAL NOTES G100

A100

T100

BUILDING 10

BUILDING 11

BUILDING 10 PORCH ELEVATION VIEWS

BUILDING 10 PORCH PLAN VIEWS C100

DRAWING INDEX

BUILDINGS 10 & 11 STAIRCASE ELEVATION VIEWS

BUILDING 11 PORCH ELEVATION VIEWS

BUILDING 11 CUPOLA/RAMP ELEVATION VIEWS

A101

A102

A103

BUILDINGS 10 & 11 STAIRCASE PLAN VIEWS C101

C102BUILDING 11 PORCH PLAN VIEWS

C103BUILDING 11 RAMP PLAN VIEWS

HA-01ASBESTOS AND LEAD PAINT ABATEMENT PLAN

SCALE: N.T.S.

PORCH 1 PORCH 2

STAIRS

PORCH 1

PORCH 2

STAIRS

RAMP

VICINITY MAP

D100DEMOLITION PLAN

S100STRUCTURAL DETAILS

C200SEEDING/VEGETATION PLAN

E100PROPOSED ELECTRICAL PLAN

E101PROPOSED ELECTRICAL PLAN

E102PROPOSED ELECTRICAL PLAN

E103PROPOSED ELECTRICAL PLAN

S101STRUCTURAL DETAILS

ARCHITECTURAL DETAILS & SCHEDULES A501

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

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:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

NEW JERSEY LYONS CAMPUS VA LYONS, NJ

AutoCAD SHX Text

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

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD 10+11

AutoCAD SHX Text

CONTRACT NO. VA243-16-C-0144

AutoCAD SHX Text

LYONS NEW JERSEY VA CAMPUS

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD BLDGS. 10+11

AutoCAD SHX Text

100% SUBMISSION (FOR CONSTRUCTION)

AutoCAD SHX Text 561A4-13-110

AutoCAD SHX Text

EMW

AutoCAD SHX Text

CJO

AutoCAD SHX Text 9/24/18

AutoCAD SHX Text

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

AutoCAD SHX Text 9/24/2018

REVISION 1 08/7/20181

REVISION 2 09/24/20182 G100

GENERAL CONSTRUCTION NOTES:

1. INSTALL ALL MATERIALS IN ACCORDANCE WITH

MANUFACTURES RECOMMENDATIONS.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND CONDITIONS OF EXISTING

CONSTRUCTION AND REPORT ANY

INCONSISTENCIES TO THE ENGINEER BEFORE

PROCEEDING WITH WORK AFFECTED BY SUCH

INCONSISTENCIES. THE CONTRACTOR IS

RESPONSIBLE FOR OBTAINING THE INTENT OF

THE DESIGN AS SHOWN ON THE PLANS.

ACTUAL CONDITIONS SHALL GOVERN OVER

WRITTEN DIMENSIONS, WRITTEN DIMENSIONS

SHALL GOVERN OVER ACTUAL DRAWING

REPRESENTATION. ATTEMPTS TO UTILIZE

SCALING OR ELECTRONIC MEANS TO

DETERMINE QUANTITY TAKE-OFF MAY BE

AFFECTED BY NOT TO SCALE ITEMS. THE

ENGINEER IS NOT RESPONSIBLE FOR, AND

SHALL NOT BE HELD LIABLE FOR THE

ACCURACY OF RESULTS OF SUCH TAKE OFFS.

3. ALL WORK ON THIS PROJECT SHALL BE

PERFORMED IN ACCORDANCE WITH

APPLICABLE FEDERAL, STATE, AND LOCAL

LAWS, RULES AND REGULATIONS CONCERNING

CONSTRUCTION SAFETY AND HEALTH.

4. THE CONTRACTOR SHALL NOT INSTALL ITEMS

AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS

THAT FIELD CONDITIONS ARE DIFFERENT THAN

SHOWN IN THE DESIGN. SUCH CONDITIONS

SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER, IN THE EVENT THE CONTRACTOR

DOES NOT NOTIFY THE ENGINEER, THE

CONTRACTOR ASSUMES FULL RESPONSIBILITY

AND EXPENSE FOR ANY REVISIONS

NECESSARY. THE ENGINEER OF RECORD

SHALL NOT BE RESPONSIBLE FOR THE

CONTRACTOR'S FAILURE TO CARRY OUT THE

CONSTRUCTION WORK IN ACCORDANCE WITH

THE CONTRACT DOCUMENTS, NOR SHALL THE

ENGINEER BE REQUIRED TO SUPERVISE THE

CONDUCT OF THE WORK OR THE

CONSTRUCTION PROCEDURES AND SAFETY

PROCEDURES FOLLOWED BY THE

CONTRACTOR OR THE SUBCONTRACTOR OR

THEIR RESPECTIVE EMPLOYEES OR BY ANY

OTHER PERSON A THE JOB SITE OTHER THAN

THAT OF THE ENGINEER'S EMPLOYEES.

5. CONTRACTOR AGREES TO ASSUME SOLE AND

COMPLETE RESPONSIBILITY FOR THE JOB SITE

CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THIS PROJECT, INCLUDING

SAFETY OF ALL PERSONS AND PROPERTY;

THAT THIS REQUIREMENT SHALL APPLY 24

HOURS A DAY AND NOT BE LIMITED TO NORMAL

WORKING HOURS. ANY DAMAGE TO PROPERTY

AND/OR ITEMS ON PROPERTY, EXISTING OR

NEW, SHALL BE REPAIRED AND/OR PAID FOR BY

THE RESPONSIBLE PARTY.

6. CONTRACTOR SHALL NOT INTERFERE WITH THE

DAILY OPERATIONS OF THE CLINIC, IT'S

PERSONNEL, OR IT'S PATIENTS AT ANY POINT

DURING THE CONSTRUCTION PROCESS.

7. CONCRETE F'c = 3,000 P.S.I. @ 28 DAYS WITH

5.0% - 9.0% ENTRAINED AIR.

8. REINFORCING STEEL TO BE WIRE TIED AND

HELD IN PLACE WITH PLASTIC CHAIR AND

REBAR STIRRUPS AS NEEDED.

9. ALL STEEL REINFORCEMENT SHALL BE ASTM

A615 GRADE 60.

10. ALL STEEL REINFORCEMENT COVER SHALL BE

3" UNLESS OTHERWISE NOTED.

11. FOOTING SOIL BEARING CAPACITY IS ASSUMED

TO BE 2,500 PSF AT TIME OF EXCAVATION OF

FOOTINGS.

12. FOR CONSTRUCTION OF PROPOSED BEAM

BELOW EXISTING SLAB, THIS SHALL BE

CONSTRUCTED AFTER THE DEMOLITION OF THE

STAIRS AND WILL BE ACCESSIBLE THROUGH

THAT DEMOLITION.

12.1. FOR CONSTRUCTION BENEATH PORCH

DECK, WALLS ARE TO BE BRACED WHILE

WORKERS ARE BELOW AND ALL CONFINED

SPACE PROCEDURES SHALL BE

FOLLOWED.

DEMOLITION NOTES:

1. REMOVAL AS DESCRIBED HEREIN SHALL BE

ACCOMPLISHED WITHOUT STORING EXCESSIVE

QUANTITIES OF ANY MATERIALS, RUBBISH,

DIRT, DEBRIS, OR WASTE OF ANY SORTS

RESULTING FROM THE REMOVAL OPERATIONS.

2. ALL DEBRIS SHALL BE REMOVED FROM THE

CONSTRUCTION SITE DAILY.

3. THE CONTRACTOR SHALL TAKE ALL

PRECAUTIONS TO MAINTAIN FREE PROTECTED

ACCESS OF ALL TENANTS, SERVICE

PERSONNEL AND THE PUBLIC THROUGH THE

AREAS INVOLVED.

4. THE CONTRACTOR SHALL REVIEW WITH

ENGINEER OF RECORD, ANY AND ALL ITEMS OF

DEMOLITION NOT IMPLIED OR SPECIFIED ON

DRAWINGS OR SPECIFICATIONS AND TO

INCLUDE SUCH COSTS IN BID UNLESS

OTHERWISE ADVISED.

5. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT

AND SERVICES AND PERFORM ALL OPERATIONS

REQUIRED FOR DEMOLITION AND RELATED

WORK AS DESCRIBED AND SPECIFIED HEREIN,

AND AS MAY BE REASONABLY IMPLIED AS

NECESSARY TO COMPLETE THE WORK IN ALL

RESPECTS.

6. ALL WORK SHALL CONFORM TO THE LATEST

EDITION OF ALL APPLICABLE REFERENCE

SPECIFICATIONS AND TO GOVERNING BUILDING

CODES AND REQUIREMENTS OF AUTHORITIES

HAVING JURISDICTION.

7. CONTRACTOR TO PROVIDE DUST BARRIER FOR

PROTECTION OF EXISTING AREAS TO REMAIN

AS REQUIRED.

8. WHEN DEMOLITION TAKES PLACE, SHOULD ANY

WORK AFFECT THE INTEGRITY OF THE

STRUCTURE, WORK MUST STOP IMMEDIATELY ,

AND ENGINEER NOTIFIED. UNDER NO

CIRCUMSTANCES SHALL REINFORCING OF ANY

KIND BE DAMAGED, CUT OR BROKEN.

9. PORCHES SHALL BE DEMOLISHED AND

REPLACED IN PHASES, AS DESCRIBED IN THESE

DRAWING SHEETS, TO ALWAYS ALLOW FOR

MULTIPLE MEANS OF EGRESS INTO AND OUT OF

EACH BUILDING.

10. CONTRACTOR IS RESPONSIBLE FOR THE

REMOVAL OF ANY PEST INFESTATIONS IN THE

PORCHES (FOR EXAMPLE THE BEES IN PORCH 2

OF BUILDING 11).

11. LEAD PAINT (LP) HAS BEEN IDENTIFIED ON THE

PAINTED WOODEN AND METAL BUILDING

COMPONENTS THAT WILL BE DEMOLISHED BY

THE BUILDING 10 AND 11 PORCH REPLACEMENT

PROJECT. THE OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA) CONSIDER

ANY CONCENTRATION OF LEAD IN PAINT TO BE

LP. FOR CONSTRUCTION PURPOSES ON THIS

PROJECT, ALL PAINTED SURFACES SHALL BE

CONSIDERED LP. THE CONTRACTOR SHALL

PERFORM HIS WORK IN ACCORDANCE WITH 29

CODE OF FEDERAL REGULATIONS (CFR) 1926.62

(LEAD IN CONSTRUCTION).

12. THE CONTRACTOR SHALL PERFORM TOXICITY

CHARACTERISTIC LEACHATE PROCEDURE

(TCLP) TESTING ON PAINTED COMPONENTS

FOR LEAD (Pb). THE LABRATORY RESULTS OF

THE TESTING SHALL BE USED TO DETERMINE IF

THE CONTRACTOR'S WASTE STREAM CAN BE

DISPOSED OF AS CONSTRUCTION DEBRIS OR

HAZARDOUS WASTE.PROVIDE THE PROJECT

ENGINEER RESULTS OF THE LABORATORY

TESTING BEFORE DISPOSING OF THE WASTE.

13. CONTRACTOR SHALL PERFORM A LEAD

BASELINE TEST ON SOIL OUTSIDE OF EACH

PORCH BEFORE CONSTRUCTION. A POST

CONSTRUCTION LEAD TEST MUST SHOW THAT

THE LEVEL OF LEAD IN THE SOIL HAS NOT

RAISED OR CONTRACTOR IS RESPONSIBLE FOR

RETURNING THE SOIL TO ITS PRE-

CONSTRUCTION CONDITION.

ELECTRICAL NOTES:

1. FIXTURE WIRES SHALL NOT BE SMALLER THAN

18 AWG.

2. METAL FACEPLATES FOR OUTLETS SHALL BE

OF FERROUS METAL BETWEEN 0.03" AND 0.4"

THICK.

3. METAL FACEPLATES SHALL BE GROUNDED.

4. ELECTRICAL WIRING, CONTROLS AND

CONNECTIONS TO EQUIPMENT AND

APPLIANCES REGULATED BY THIS CODE SHALL

BE IN ACCORDANCE WITH CHAPTER 27 OF THE

BUILDING CODE.

5. FOR BOLLARD LIGHTS LOCATED ALONG RAMP

WAY, THEY ARE TO BE WIRED THROUGH

BUILDING 11 WALL DIRECTLY INTO PANEL

LOCATED IN BASEMENT.

PLUMBING NOTES:

1. EXTERIOR SPRINKLERS SHALL BE

DISCONNECTED DURING DEMOLITION AND

THEN RECONNECTED WHEN CONSTRUCTION IS

FINISHED.

CONSTRUCTION SCHEDULE

PHASE 1:

PHASE 2:

· BUILDING 10 PORCH 2 DEMOLITION AND

REPLACEMENT.

· BUILDING 11 PORCH 1 DEMOLITION AND

REPLACEMENT.

· BUILDING 10 PORCH 1 DEMOLITION AND

REPLACEMENT.

· BUILDING 11 PORCH 2/ RAMP

DEMOLITION AND REPLACEMENT.

PHASE 3:

· BUILDING 10 STAIRCASE DEMOLITION

AND REPLACEMENT.

· BUILDING 11 STAIRCASE DEMOLITION

AND REPLACEMENT.

PHASE 4:

· BUILDINGS 10 & 11 FASCIA PAINT

BLASTING AND REPAINTING.

· BUILDINGS 10 & 11 CUPOLA PAINT

BLASTING/ REPAIR AND REPAINTING.

ARCHITECTURAL NOTES:

1. FOR ANY AREAS THAT ARE DEEMED NOT IN

NEED OF REPLACEMENT (THE FASCIA AROUND

THE BUILDINGS, THE ARCHITECTURAL

DETAILING AROUND THE DOORS, THE

CUPOLAS) A METHOD OF CO2 PAINT BLASTING

REMOVAL IS RECOMMENDED.

2. THESE AREAS ARE TO BE PROTECTED DURING

DEMOLITION AND CONSTRUCTION AND TO BE

KEPT AS IS AS MUCH AS POSSIBLE.

3. FOR THE ARCHITECTURAL DETAILING AROUND

THE PORCH ROOF, SEE THE AS-BUILT

ARCHITECTURAL DRAWINGS.

BASE BID

· ALL WORK INCLUDED ON ALL 4 (FOUR) PORCHES

AND 2 (TWO) SETS OF STAIRS.

· REPLACING ROOF UNDERLAYMENT AND

SHINGLES (MATCH EXISTING COLOR).

· REPAIRING/ REPAINTING CUPOLAS AND FASCIA

AROUND BUILDING.

· REPLACING ALL EXISTING GUTTERS AND

DOWNSPOUTS AROUND BUILDINGS.

· REPLACING BUILDING 11 SPECIFIED DOOR AND

FRAME.

PHASE 5:

· LEAD ABATEMENT FOR THE ENTIRE

PROJECT.

PLM ASBESTOS TESTING RESULTS

BUILDING LOCATION DESCRIPTION % ASBESTOS

11 ROOF FIELD

NORTH PORCH

SILVER/BLACK

ROOF MATERIAL 0.5 CHRYSOTILE

11 ROOF FIELD

NORTH PORCH

SILVER/BLACK

ROOF MATERIAL 0.5 CHRYSOTILE

11 ROOF FLASHING

NORTH PORCH

SILVER/BLACK

ROOF MATERIAL 7.5 CHRYSOTILE

11 ROOF FLASHING

NORTH PORCH

SILVER/BLACK

ROOF MATERIAL 7.5 CHRYSOTILE

11 ROOF FIELD

SOUTH PORCH

SILVER/BLACK

ROOF MATERIAL 0.75 CHRYSOTILE

11 ROOF FIELD

SOUTH PORCH

SILVER/BLACK

ROOF MATERIAL 0.75 CHRYSOTILE

11 ROOF FLASHING

SOUTH PORCH

SILVER/BLACK

ROOF MATERIAL 10 CHRYSOTILE

11 ROOF FLASHING

SOUTH PORCH

SILVER/BLACK

ROOF MATERIAL 10 CHRYSOTILE

11 NORTH PORCH TAN CAULK 1.6 CHRYSOTILE

11 SOUTH PORCH TAN CAULK 4.2 CHRYSOTILE

10 ROOF FIELD

WEST PORCH

SILVER/BLACK

ROOF MATERIAL 0.5 CHRYSOTILE

10 ROOF FIELD

WEST PORCH

SILVER/BLACK

ROOF MATERIAL 0.5 CHRYSOTILE

10 ROOF FLASHING

WEST PORCH

SILVER/BLACK

ROOF MATERIAL 10 CHRYSOTILE

10 ROOF FLASHING

WEST PORCH

SILVER/BLACK

ROOF MATERIAL 10 CHRYSOTILE

10 ROOF FIELD

EAST PORCH

SILVER/BLACK

ROOF MATERIAL 0.75 CHRYSOTILE

10 ROOF FIELD

EAST PORCH

SILVER/BLACK

ROOF MATERIAL 0.75 CHRYSOTILE

10 ROOF FLASHING

EAST PORCH

SILVER/BLACK

ROOF MATERIAL 7.8 CHRYSOTILE

10 ROOF FLASHING

EAST PORCH

SILVER/BLACK

ROOF MATERIAL 1.0 CHRYSOTILE

10 WEST PORCH TAN/GREY

CAULK 6.7 CHRYSOTILE

10 EAST PORCH TAN/GREY

CAULK 5.5 CHRYSOTILE

10 BUILDING 10

MAIN ROOF BLACK TAR NONE DETECTED

10 BUILDING 10

MAIN ROOF

GREY/BLACK

SHINGLES NONE DETECTED

10 BUILDING 10

MAIN ROOF BLACK TAR NONE DETECTED

10 BUILDING 10

MAIN ROOF

GREY/BLACK

SHINGLES NONE DETECTED

11 BUILDING 11

MAIN ROOF

GREY/BLACK

SHINGLES NONE DETECTED

11 BUILDING 11

MAIN ROOF BLACK TAR NONE DETECTED

11 BUILDING 11

MAIN ROOF

GREY/BLACK

SHINGLES NONE DETECED

BUILDING 11

MAIN ROOF

VAPOR BARRIER

BLACK TAR

PAPER NONE DETECED

BUILDING 11

MAIN ROOF

VAPOR BARRIER

BLACK TAR

PAPER NONE DETECTED

BUILDING 10

MAIN ROOF

VAPOR BARRIER

BLACK TAR

PAPER NONE DETECTED

BUILDING 10

MAIN ROOF

VAPOR BARRIER

BLACK TAR

PAPER NONE DETECTED

LEAD PAINT SAMPLE RESULTS

BUILDING LOCATION DESCRIPTION % BY

WEIGHT PPM

10 WEST

PORCH

BLACK METAL

RAILING PAINT 3.7 37,000

10 WEST

PORCH

WHITE WOOD

COLUMN PAINT 24 240,000

10 WEST

PORCH

WHITE WOOD

FASCIA PAINT 21 210,000

10 WEST

PORCH

WHITE WOOD

TRIM PAINT 4.7 47,000

10 WEST

PORCH

WHITE WOOD

CEILING PAINT 17 170,000

10 EAST

PORCH

BLACK METAL

RAILING PAINT 1.5 15,000

10 EAST

PORCH

WHITE WOOD

COLUMN PAINT 21 210,000

10 EAST

PORCH

WHITE WOOD

FASCIA PAINT 0.44 4,400

10 EAST

PORCH

WHITE WOOD

TRIM PAINT 0.10 1,000

10 EAST

PORCH

WHITE WOOD

CEILING PAINT 0.21 2,100

11 NORTH

PORCH

BLACK METAL

RAILING PAINT 5.0 50,000

11 NORTH

PORCH

WHITE WOOD

COLUMN PAINT 0.12 1,200

11 NORTH

PORCH

WHITE WOOD

FASCIA PAINT 34 340,000

11 NORTH

PORCH

WHITE WOOD

TRIM PAINT 32 320,000

11 NORTH

PORCH

WHITE WOOD

CEILING PAINT 33 330,000

11 SOUTH

PORCH

BLACK METAL

RAILING PAINT 8.0000 80,000

11 SOUTH

PORCH

WHITE WOOD

COLUMN PAINT 1.7 17,000

11 SOUTH

PORCH

WHITE WOOD

FASCIA PAINT 33 330,000

11 SOUTH

PORCH

WHITE WOOD

TRIM PAINT 20 200,000

11 SOUTH

PORCH

WHITE WOOD

CEILING PAINT 26 260,000

FIBERGLASS COLUMN INSTALLATION INSTRUCTIONS:

MEASUREMENT AND COLUMN PLACEMENT:

1. MEASURE FOR THE PLACEMENT OF THE

COLUMNS BY FINDING THE CENTER OF THE

COLUMN FOOTPRINT USING A PLUMB BOB, AND

MARK THAT LOCATION.

2. FROM THE MARKED CENTER LOCATION DRAW A

CIRCLE THE DIAMETER OF THE SHAFT TO

ENSURE THE LOCATION OF THE COLUMN IS

ACCURATE.

REASSEMBLY INSTRUCTIONS:

1. PRIOR TO ERECTING HALVES, PRE-FIT THEM ON

THE GROUND. COLUMN HALVES MAY NOT RETAIN

SEMICIRCULAR SHAPE WHEN DISASSEMBLED.

THE COLUMN CAN BE PULLED BACK INTO ROUND

BY ADDING BLOCKING UNDER THE STRAPS USED

TO BIND THE SHAFT HALVES WHILE GLUING AND

PULLING THEM INTO ROUND. NOTE: THERE WILL

BE A REVEAL BETWEEN THE SHAFT, BASE AND

CAP HALVES WHEN ASSEMBLED TO ALLOW

APPLICATION OF BONDO TO THE JOINT.

2. PRE-DRILL HOLES FOR ATTACHMENT OF THE "L"

BRACKETS TO THE TOP AND BOTTOM OF BOTH

SHAFT HALVES USING THROUGH BOLTS BY

OTHERS. DO NOT SCREW INTO THE COLUMN

SHAFT, USE BOLTS.

3. SECURE THE COLUMN SHAFT HALF WITH THE

TABS IN PLACE USING NON-CORROSIVE

FASTENERS AND METAL "L" BRACKETS AT TOP

AND BOTTOM OF SHAFT. DO NOT PLACE SEAM

TO FRONT.

4. LIFT THE SECOND COLUMN SHAFT HALF WITH

THE COUNTERSUNK SCREW HOLES INTO PLACE

APPROXIMATELY 3 INCHES FROM THE FIRST

SHAFT HALF.

5. APPLY HIGH QUALITY POLYURETHANE ADHESIVE

TO THE SHAFT ALIGNMENT TAB AND SEAM OF

BOTH SHAFT HALVES. QUICKLY ALIGN SHAFT

HALVES AROUND THE INTERIOR SUPPORT, AND

JOIN THEM TOGETHER USING THE SCREWS

INCLUDED. WIPE OFF EXCESS ADHESIVE FROM

THE SURFACE OF THE COLUMN IMMEDIATELY.

USE THE "L" BRACKETS ON THE SECOND SHAFT

HALF TO ATTACH THE COLUMN TO THE

STRUCTURE USING NON-CORROSIVE

FASTENERS.

6. FOLLOW ADHESIVE MANUFACTURERS CURING

GUIDELINES. BE SURE TO ACCOUNT FOR COOL

OR DAMP CONDITIONS. UPON COMPLETION OF

CURING REMOVE SCREWS, FILL SCREW HOLES

AND FEATHER OUT SHAFT JOINT SEAM USING

BONDO. AFTER CURING, SAND JOINTS SMOOTH

WITH 120 GRIT, OR FINER SANDPAPER.

7. CAPITALS WILL ARRIVE WITH SOLID COVERED

ABACUS AT TOP OF CAPITAL WHICH HAS BEEN

SPLIT IN HALF WHEN THE CAPITAL WAS SPLIT

FOR REASSEMBLY. INSTALL CAPITAL AND

BASE/PLINTH HALVES IN PLACE USING

NON-CORROSIVE FASTENERS, BLOCKING AND

ADHESIVE. INSTALLER WILL JOIN THE CAPITAL

HALVES AROUND THE TOP OF THE SHAFT WITH

3M5200 MARINE POLYESTER ADHESIVE TO SEAL

THE JOINT. INSTALLER WILL REPAIR THE CAPITAL

AND BASE/PLINTH SPLIT SEAMS WITH

FIBERGLASS BODY FILLER AS NECESSARY. TOP

OF CAPITAL ABACUS WILL NEED TO BE SCRIBED

BY THE INSTALLER TO ALLOW THE STRUCTURAL

SUPPORT TO PASS THROUGH THE CAPITAL. IF

THE CAPITAL AND BASE HALVES HAVE A GAP AT

SHAFT JUNCTION LARGER THAN DESIRED,

CHECK ROUNDNESS OF SHAFT (SEE NOTE

ABOVE) AND GRIND TOP OF BASE AS REQUIRED

FOR DESIRED FIT.

8. AFTER INSTALLATION OF CAPITAL AND BASE,

REPAIR ANY NICKS, SCREW HOLES OR SEAMS

WITH BONDO, AND SAND SMOOTH WITH 120 GRIT

OR FINER SANDPAPER.

9. IF REQUIRED, INSERT POLYPROPYLENE BACKER

ROPE INTO JOINT BETWEEN COLUMN CAPITAL

AND BASE WHERE CAPITAL AND BASE MEET THE

COLUMN SHAFT AND BEAM. CAULK JOINT WHERE

CAPITAL AND BASE MEET SHAFT, BEAM AND

DECK WITH SONNEBORN SONOLASTIC NP-1 OR

OTHER PREMIUM GRADE SEALANT, OR FILL WITH

BONDO.

10. SAND ALL COLUMN PARTS LIGHTLY WITH 120

GRIT SANDPAPER, AND LEAN COLUMN SHAFT

THOROUGHLY TO REMOVE AND OIL, GREASE, OR

DIRT PRIOR TO PAINTING.

11. IMMEDIATELY AFTER INSTALLATION, APPLY HIGH

QUALITY LATEX PRIMER AND A MINIMUM OF TWO

COATS OF SHERWIN-WILLIAMS DURATION

ACRYLIC PAINT TO ALL EXTERIOR SURFACES.

LEAD AND ASBESTOS NOTES:

1. ROOF FLASHING TESTED POSITIVE (>1%) FOR

ASBESTOS ON ALL FOUR PORCH ROOFS.

2. THE ROOF FIELD TESTED POSITIVE FOR

ASBESTOS ON ONLY THE SOUTH PORCH OF

BUILDING 11.

3. THE PORCH CAULK TESTED POSITIVE FOR

ASBESTOS FOR BOTH BUILDINGS 10 AND 11.

4. THE ROOF SHINGLES AND UNDERLYING VAPOR

BARRIERS TESTED NEGATIVE FOR ASBESTOS

FOR THE THE MAIN ROOFS ON BUILDING 10 AND

11.

5. LEAD PAINT WAS IDENTIFIED ON ALL PAINTED

PORCH COMPONENTS FOR BUILDINGS 10 AND

11.

6. CONCENTRATIONS OF LEAD RANGED FROM

1,000 TO 340,000 PPM.

7. PAINTED COMPONENTS CONSISTED OF BLACK

METAL RAILING, WHITE WOODEN COLUMNS,

WHITE WOOD FASCIA, WHITE WOOD TRIM, AND

WHITE WOOD CEILING FOR EACH PORCH.

REINFORCING BAR CHART

PORCH # PLACEMENT BAR # LENGTH QUANTITY

BLDG.

10 #1

#4 31'-11" 13

SLAB

#4 11'-3" 33

BLDG.

10 #2

#4 31'-10" 13

SLAB

#4 10'-101 2" 33

BLDG.

11 #1

#4 31'-11" 13

SLAB

#4 10'-101 2" 33

BLDG.

11 #2

#4 31'-6" 13

SLAB

#4 10'-7" 33

#4 (A)3'-7" (B)5" 4**RAMP**

SONOTUBE #3 TIES 2'-41

4" 4

#4 1'-6" 4**RAMP**

FOOTER

**EACH SONOTUBE/FOOTER**

(A)

(B)

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

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AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

NEW JERSEY LYONS CAMPUS VA LYONS, NJ

AutoCAD SHX Text

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

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD 10+11

AutoCAD SHX Text

CONTRACT NO. VA243-16-C-0144

AutoCAD SHX Text

LYONS NEW JERSEY VA CAMPUS

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD BLDGS. 10+11

AutoCAD SHX Text

100% SUBMISSION (FOR CONSTRUCTION)

AutoCAD SHX Text 561A4-13-110

AutoCAD SHX Text

EMW

AutoCAD SHX Text

CJO

AutoCAD SHX Text 9/24/18

AutoCAD SHX Text

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

BLDG 11

BLDG 10BLDG 10

REVISION 1 08/7/20181

REVISION 2 09/24/20182 D100

SCALE: 3/32" = 1'-0"

BUILDING 10 PORCH 1 DEMOLITION PLAND1

10 & 11

NOTES:

1. CONSTRUCTION FENCING TO EXTEND 10 FEET IN EVERY

DIRECTION FROM WORK.

1.1. EXCEPTIONS WILL BE MADE IF THE 10 FOOT DISTANCE

EXTENDS INTO A ROADWAY, IF THIS IS THE CASE, FENCING

WILL EXTEND TO THAT ROADWAY AND SIGNS AND BARIERS

WILL BE IMPLEMENTED TO SLOW TRAFFIC IN THE AFFECTED

AREA.

2. CONSTRUCTION FENCING TO BE 10 FEET TALL AND COMPLETELY

BLOCK WORK FROM VIEW OF PATIENTS, STAFF, AND VISITORS.

3. DEMOLITION OF ALL PORCHES SHALL INCLUDE:

3.1. STAIRS FOR ALL PORCHES/ STAIRS IN THEIR ENTIRETY.

3.2. ALL RAILING SYSTEMS.

3.3. ALL ROOF COLUMNS.

3.4. ALL ROOFING STRUCTURES.

3.5. ALL GUTTERS & DOWNSPOUTS.

3.6. SPECIFIED BUILDING 11 DOOR AND FRAME.

3.7. ALL FOOTINGS.

20'

30'

20' 10'

63'

SCALE: 3/32" = 1'-0"

BUILDING 10 PORCH 2 DEMOLITION PLANF1

20'

30'

10'

63'

20' 10'

SCALE: 3/32" = 1'-0"

BUILDING 10 STAIRCASE DEMOLITION PLANB1

20'

28'

10'

42'

10' 20'

SCALE: 3/32" = 1'-0"

BUILDING 11 PORCH 2 & RAMP DEMOLITION PLANF3

SCALE: 3/32" = 1'-0"

BUILDING 11 PORCH 1 DEMOLITION PLAND3

20'

10'

30'

63'-2"

20' 10'

SCALE: 3/32" = 1'-0"

BUILDING 11 STAIRCASE DEMOLITION PLANB3

20'

10'

42'

10' 20'

POSSIBLE STAGING AREA

CONSTRUCTION FENCING

POSSIBLE STAGING AREA

CONSTRUCTION FENCING

POSSIBLE STAGING AREA

CONSTRUCTION FENCING

POSSIBLE STAGING AREA

CONSTRUCTION FENCING

POSSIBLE STAGING AREA

CONSTRUCTION FENCING

POSSIBLE STAGING AREA

CONSTRUCTION FENCING

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

PROPOSED CONSTRUCTION FENCINGF6

10'

4" X 12' STEEL FENCE POST

100 SERIES FENCE BLOCK (98%

BLOCKAGE) BY FENCESCREEN

OR APPROVED EQUIVALENT

CHAIN LINK FENCE WITH POSTS AT A

SPACING OF NO GREATER THAN 9 FEET

AREA TO BE DEMOLISHED

10'

115'

17'

10'

17'

10'

11'AREA TO BE DEMOLISHED

AREA TO BE DEMOLISHED

EXISTING DOOR & FRAME TO BE

DEMOLISHED

FENCING TO BE

TIGHT TO BUILDING

FENCING TO BE

TIGHT TO BUILDING

FENCING TO BE

TIGHT TO BUILDING

FENCING TO BE

TIGHT TO BUILDING

FENCING TO BE

TIGHT TO BUILDING

FENCING TO BE

TIGHT TO BUILDING

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

DEMOLITION PLAN (TYPICAL FOR ALL PORCHES)D6

STAIRS, TO BE DEMOLISHED

DOOR TO REMAIN AND BE PROTECTED DURING

CONSTRUCTION. SECURE DOOR FROM INTERIOR

AND TEMPORARILY REMOVE EXIT SIGN

RAILINGS TO BE REMOVED (TYP.)

SPRINKLER TO BE DISCONNECTED DURING

CONSTRUCTION AND REINSTALLED AT

COMPLETION OF WORK (TYP.)

GUTTER SYSTEM TO BE REMOVED

COLUMNS TO BE REMOVED (TYP.)

ROOF TO BE REMOVED IN ITS ENTIRETY

WHERE DEMOLITION AFFECTS BUILDING

FACE, BUILDING TO BE TEMPORARILY

PATCHED UNTIL NEW ROOFING CAN BE

CONSTRUCTED, TO PREVENT WATER

SEEPAGE INTO BUILDING.

EXISTING PORCH FOUNDATION

WALLS TO REMAIN

EXISTING VENT TO REMAIN

MATERIAL

SHINGLES

QUANTITY

VIF

ROOFING & GUTTER DEMOLITION

BUILDING

SHINGLES11

CONSTRUCTION SCHEDULE

PHASE 1:

PHASE 2:

· BUILDING 10 PORCH 2 DEMOLITION AND

REPLACEMENT.

· BUILDING 11 PORCH 1 DEMOLITION AND

REPLACEMENT.

· BUILDING 10 PORCH 1 DEMOLITION AND

REPLACEMENT.

· BUILDING 11 PORCH 2/ RAMP

DEMOLITION AND REPLACEMENT.

PHASE 3:

· BUILDING 10 STAIRCASE DEMOLITION

AND REPLACEMENT.

· BUILDING 11 STAIRCASE DEMOLITION

AND REPLACEMENT.

PHASE 4:

· BUILDINGS 10 & 11 FASCIA PAINT

BLASTING AND REPAINTING.

· BUILDINGS 10 & 11 CUPOLA PAINT

BLASTING/ REPAIR AND REPAINTING.

PHASE 5:

· LEAD ABATEMENT FOR THE ENTIRE

PROJECT.

PORCH 1

PORCH 2

STAIRS

MAP OF BUILDING 11

RAMP

PORCH 1 PORCH 2STAIRS

MAP OF BUILDING 10

GUTTERS VIF

VIF

GUTTERS11

AREA TO BE DEMOLISHED

**VIF = VERIFY IN FIELD**

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

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:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

NEW JERSEY LYONS CAMPUS VA LYONS, NJ

AutoCAD SHX Text

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

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD 10+11

AutoCAD SHX Text

CONTRACT NO. VA243-16-C-0144

AutoCAD SHX Text

LYONS NEW JERSEY VA CAMPUS

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD BLDGS. 10+11

AutoCAD SHX Text

100% SUBMISSION (FOR CONSTRUCTION)

AutoCAD SHX Text 561A4-13-110

AutoCAD SHX Text

EMW

AutoCAD SHX Text

CJO

AutoCAD SHX Text 9/24/18

AutoCAD SHX Text

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

REVISION 1 08/7/20181

REVISION 2 09/24/20182 A100

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

BUILDING 10 PORCH 2 EAST ELEVATION VIEWF1

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

BUILDING 10 PORCH 1 WEST ELEVATION VIEWD1

PORCH 1 PORCH 2STAIRS

MAP OF BUILDING 10

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

BUILDING 10 PORCH 1 SIDE VIEWD6

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

BUILDING 10 PORCH 2 SIDE VIEWF6

5'-21 2"

3'-6"

10'

9'-10" 32'-2"

11'-6" 8'

9'-10"

32' 11'-11

2" 8'

10'

3'-6"

3'-101 2"

NOTES:

1. INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED

ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE

ENGINEER.

2. CONTRACTOR TO VERIFY ALL EXISTING MEASUREMENTS IN THE

FIELD.

3. ALL ADA CLEARANCES LAID OUT TYPICAL TO CODE:

3.1. STAIRWAY 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.

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.

8. BOLLARDS TO BE PLACED AT A DISTANCE NO GREATER THAN 24"

AND NO LESS THAN 16" FROM THE CURB AND ON EITHER SIDE OF

THE PATH TO THE PORCHES, AT A DISTANCE NO LESS THAN 7'

APART.

EXISTING

DOOR

EXISTING

DOOR

WROUGHT IRON

RAILING (TYP.)

WROUGHT IRON

RAILING (TYP.)

1'-0"

2'-10"

4" GAPS

FOR PROPOSED GUTTER SYSTEM,

SEE DETAIL B5/S100.

FOR PROPOSED GUTTER SYSTEM,

SEE DETAIL B5/S100.

42" GUARD RAIL

34" HAND RAIL

BALUSTRADE AROUND

PERIMETER OF PORCH ROOF TO

BE SECURED AS RAILING (TYP.)

ARCHITECTURAL BALUSTRADE

AROUND PERIMETER OF PORCH

ROOF (TYP.)

1'-6" 9'-03 4"

9'-8"

9'-03 4" 1'-6"1'-11" 5" O.C.

1'-6" 9'-03 4" 9'-71

2" 9'-03 4" 1'-6"

1'-3"

8'-21 4" 1'-41

3'-9" 3'-6" 2"

6" STEEL BOLLARD WITH 7"

BLACK POST GUARD SLEEVE

OR EQUIVALENT AND FILLED

WITH CONCRETE

1'-3" 7'-10" 1'-41 2"

ARCHITECTURAL FEATURE TO BE

CENTERED BETWEEN BALUSTRADE

POSTS (TYP.)

EXISTING SIDEWALK

12" DIA. HOLE TO BE DUG

SO THAT BOLLARD CAN

BE PACKED INTO PLACE

WITH CRUSHED GRAVEL

SIDEWALK TO BE CUT IN

12" DIAMETER, THEN

REPAIRED AROUND

BOLLARD

GUTTER SYSTEM TO TIE INTO

EXISTING ENDERGROUND

DRAIN SYSTEM

GUTTER SYSTEM, SEE

S100/B5 FOR DETAIL.

GUTTER SYSTEM TO TIE INTO

EXISTING ENDERGROUND

DRAIN SYSTEM

GUTTER SYSTEM, SEE

S100/B5 FOR DETAIL.

TIE GUTTER SYSTEM INTO

EXISTING DRAIN SYSTEM

AT GROUND LEVEL.

EPDM ROOFING, FOLLOWING

MINIMUM PITCH REQUIREMENTS

EPDM ROOFING, FOLLOWING

MINIMUM PITCH REQUIREMENTS

EPDM ROOFING, FOLLOWING

MINIMUM PITCH REQUIREMENTS

7' MIN.

6" STEEL BOLLARD WITH 7" BLACK

POST GUARD SLEEVE OR EQUIVALENT

AND FILLED WITH CONCRETE

B1 S100

F7 S100

B7 S100

S100

B1 S100 B1

S100

B1 S100

FINISH SCHEDULE

BUILDING LOCATION DESCRIPTION

10 BALUSTRADE

BENJAMIN

MOORE PLAIN

WHITE OIL

BASED PAINT

10 COLUMNS

BENJAMIN

MOORE PLAIN

WHITE OIL

BASED PAINT

10 WROUGHT

IRON RAILING

BLACK METAL

RAILING PAINT

10 TRIMMINGS

BENJAMIN

MOORE PLAIN

WHITE OIL

BASED PAINT

10 BOLLARD

SLEEVE BLACK PAINT

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

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:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

NEW JERSEY LYONS CAMPUS VA LYONS, NJ

AutoCAD SHX Text

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

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD 10+11

AutoCAD SHX Text

CONTRACT NO. VA243-16-C-0144

AutoCAD SHX Text

LYONS NEW JERSEY VA CAMPUS

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD BLDGS. 10+11

AutoCAD SHX Text

100% SUBMISSION (FOR CONSTRUCTION)

AutoCAD SHX Text 561A4-13-110

AutoCAD SHX Text

EMW

AutoCAD SHX Text

CJO

AutoCAD SHX Text 9/24/18

AutoCAD SHX Text

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

REVISION 1 08/7/20181

REVISION 2 09/24/20182 A101

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

BUILDING 10 STAIRCASE SOUTH ELEVATION VIEWF1 SCALE: 3/8" = 1'-0"

BUILDING 10 STAIRCASE SIDE VIEWF5

10 & 11

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

BUILDING 11 STAIRCASE EAST ELEVATION VIEWC1 SCALE: 3/8" = 1'-0"

BUILDING 11 STAIRCASE SIDE VIEWC5

PORCH 1

PORCH 2

STAIRS

MAP OF BUILDING 11

RAMP

PORCH 1 PORCH 2STAIRS

MAP OF BUILDING 10

12'

10'-8"

12'

10'-8"

5'-111 2"

1'-10"

18'-2"

8'-9" 9'-3"

EXISTING

DOOR

EXISTING

DOOR

17'-8"

WROUGHT IRON

RAILING (TYP.)

WROUGHT IRON

RAILING (TYP.)

11"

1'-0"

2'-10"

3'-6"

4" GAPS

NOTES:

1. INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED

ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE

ENGINEER.

2. CONTRACTOR TO VERIFY ALL EXISTING MEASUREMENTS IN THE

FIELD.

3. ALL ADA CLEARANCES LAID OUT TYPICAL TO CODE:

3.1. STAIRWAY 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.

4. CONTRACTOR TO INCLUDE AN EXPANSION JOINT BETWEEN THE

NEW LANDING SLAB/FOUNDATION WALL AND THE EXISTING

BUILDING.

5. ALL STAIRS ARE TO END AT EXISTING SIDEWALK.

EXISTING SIDEWALK

3'-8"

12'

2'-10"

FINISH SCHEDULE

BUILDING LOCATION DESCRIPTION

10 WROUGHT

IRON RAILING

BLACK METAL

RAILING PAINT

10 TRIMMINGS

BENJAMIN

MOORE PLAIN

WHITE OIL

BASED PAINT

11 WROUGHT

IRON RAILING

BLACK METAL

RAILING PAINT

11 TRIMMINGS

BENJAMIN

MOORE PLAIN

WHITE OIL

BASED PAINTWROUGHT IRON

RAILING (TYP.)

WROUGHT IRON

RAILING (TYP.)

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

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:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

NEW JERSEY LYONS CAMPUS VA LYONS, NJ

AutoCAD SHX Text

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

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD 10+11

AutoCAD SHX Text

CONTRACT NO. VA243-16-C-0144

AutoCAD SHX Text

LYONS NEW JERSEY VA CAMPUS

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD BLDGS. 10+11

AutoCAD SHX Text

100% SUBMISSION (FOR CONSTRUCTION)

AutoCAD SHX Text 561A4-13-110

AutoCAD SHX Text

EMW

AutoCAD SHX Text

CJO

AutoCAD SHX Text 9/24/18

AutoCAD SHX Text

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

REVISION 2 09/24/20182 A102

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

BUILDING 11 PORCH 2 SOUTH ELEVATION VIEWF1

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

BUILDING 11 PORCH 1 NORTH ELEVATION VIEWD1

PORCH 1

PORCH 2

STAIRS

MAP OF BUILDING 11

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

BUILDING 11 PORCH 1 SIDE VIEWD5

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

BUILDING 11 PORCH 2 SIDE VIEWF5

RAMP

32'-2"

4'-93 4"

10'

11'-11 2" 8'-3"

EXISTING

DOOR

EXISTING

DOOR

2'-4"

3'-6"

10'

10'-101 2"

31'-9"

2'-10"

WROUGHT IRON

RAILING (TYP.)

WROUGHT IRON

RAILING (TYP.)

11"

FOR PROPOSED GUTTER SYSTEM,

SEE DETAIL B5/S100.

2'-10"

4" GAPS

FOR PROPOSED GUTTER SYSTEM,

SEE DETAIL B5/S100.

6" STEEL BOLLARD WITH 7"

BLACK POST GUARD SLEEVE

OR EQUIVALENT AND FILLED

WITH CONCRETE

EXISTING SIDEWALK

NOTES:

1. INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED

ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE

ENGINEER.

2. CONTRACTOR TO VERIFY ALL EXISTING MEASUREMENTS IN THE

FIELD.

3. ALL ADA CLEARANCES LAID OUT TYPICAL TO CODE:

3.1. STAIRWAY 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.

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.

8. BOLLARDS TO BE PLACED AT A DISTANCE NO GREATER THAN 24"

AND NO LESS THAN 16" FROM THE CURB AND ON EITHER SIDE OF

THE PATH TO THE PORCHES, AT A DISTANCE NO LESS THAN 7'

APART.

9. FOR RAMP NOTES, SEE A103.

1'-6" 9'-21

9'-8"

1'-11" 5" O.C.

9'-21 4" 1'-6"

1'-3" 7'-93 4" 1'-41

1'-41 2" 9'-0 3/4" 9'-6" 9'-0 3/4" 1'-41

2" 1'-3" 7'-93 4" 1'-41

3'-9"3'-6"

42" GUARD RAIL

34" HAND RAIL

42" GUARD RAIL

34" HAND RAIL

12" DIA. HOLE TO BE DUG

SO THAT BOLLARD CAN

BE PACKED INTO PLACE

WITH CRUSHED GRAVEL

SIDEWALK TO BE CUT IN

12" DIAMETER, THEN

REPAIRED AROUND

BOLLARD

GUTTER SYSTEM TO TIE INTO

EXISTING ENDERGROUND

DRAIN SYSTEM

GUTTER SYSTEM, SEE

S100/B5 FOR DETAIL.

3'-9"3'-6"

EPDM ROOFING, FOLLOWING

MINIMUM PITCH REQUIREMENTS EPDM ROOFING, FOLLOWING

MINIMUM PITCH REQUIREMENTS

EPDM ROOFING, FOLLOWING

MINIMUM PITCH REQUIREMENTS

EPDM ROOFING, FOLLOWING

MINIMUM PITCH REQUIREMENTS

9'-61 2"

6'-9"

6" STEEL

BOLLARD WITH 7"

BLACK POST

GUARD SLEEVE

OR EQUIVALENT

AND FILLED WITH

CONCRETE

F7 S100

B7 S100

B1 S100

F7 S100

B7 S100

B1 S100

WALL MOUNTED STREETWORKS EXTERIOR

LIGHTS, MODEL WKP4BLEDEDGL, OR

APPROVED EQUIVALENT. MOUNTED 9'-6"

ABOVE TOP OF RAMP SURFACE (TYP.)

8" HOLLOW CORE PRECAST

CONCRETE RAMP DECK, BY

OLDCASTLE PRECAST, OR

APPROVED EQUIVALENT

CHAIN LINK FENCING TO BE

INSTALLED TO PREVENT

ACCESS BELOW RAMP

1' WIDE CONCRETE SUPPORT

FOUNDATION WALL

1' WIDE CONCRETE

SUPPORT

FOUNDATION WALL

5'-81 2"

9'-10"

3'-10"

9'-111 2"

9'-61 2"

3'-6"

1'-51 2"

2'-10"

6" STEEL BOLLARD WITH 7"

BLACK POST GUARD

SLEEVE OR EQUIVALENT

AND FILLED WITH

CONCRETE

12" DIA. HOLE TO BE DUG

SO THAT BOLLARD CAN

BE PACKED INTO PLACE

WITH CRUSHED GRAVEL

SIDEWALK TO BE CUT IN

12" DIAMETER, THEN

REPAIRED AROUND

BOLLARD

9'6" STEEL BOLLARD WITH 7"

BLACK POST GUARD SLEEVE

OR EQUIVALENT AND FILLED

WITH CONCRETE

FINISH SCHEDULE

BUILDING LOCATION DESCRIPTION

11 BALUSTRADE

BENJAMIN

MOORE PLAIN

WHITE OIL

BASED PAINT

11 COLUMNS

BENJAMIN

MOORE PLAIN

WHITE OIL

BASED PAINT

11 WROUGHT

IRON RAILING

BLACK METAL

RAILING PAINT

11 TRIMMINGS

BENJAMIN

MOORE PLAIN

WHITE OIL

BASED PAINT

11 BOLLARD

SLEEVE BLACK PAINT

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

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:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

NEW JERSEY LYONS CAMPUS VA LYONS, NJ

AutoCAD SHX Text

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

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD 10+11

AutoCAD SHX Text

CONTRACT NO. VA243-16-C-0144

AutoCAD SHX Text

LYONS NEW JERSEY VA CAMPUS

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD BLDGS. 10+11

AutoCAD SHX Text

100% SUBMISSION (FOR CONSTRUCTION)

AutoCAD SHX Text 561A4-13-110

AutoCAD SHX Text

EMW

AutoCAD SHX Text

CJO

AutoCAD SHX Text 9/24/18

AutoCAD SHX Text

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

BLDG 10

LEGEND:

COLONIAL PROFILE

TYPE 1 CONCEALED DRAIN

MODEL #DSC-8D1

COLONIAL PROFILE

TYPE 2 CONCEALED DRAIN

MODEL #DSC-8D2

D B

E F

8 1 /4"

3" 8 1/2"

4 1/2"

7 1 /4"

8 1 /4"

3" 8 1/2"

2 1/2"

5 1 /4"

9 3 /4"

D B

E F

LEGEND:

COLONIAL PROFILE

6" SIZE

MODEL #DSC-6

7 1/2" 3"

6 1 /4"5 1

/2" 6 1

/2"

E F

D C

COLONIAL PROFILE

8" SIZE

MODEL #DSC-8

9 1 /4"

8 1/2"

7 1 /4"

E F

REVISION 1 08/7/20181

REVISION 2 09/24/20182 A103

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

BUILDING 11 RAMP WEST ELEVATION VIEWF1

PORCH 1

PORCH 2

STAIRS

MAP OF BUILDING 11

RAMP

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

CUPOLA LAYOUT FOR BUILDING 11C1 SCALE: 3/4" = 1'-0"

BUILDING 11 CUPOLA REPAIR DETAILC6

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

DEF

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

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 CONNECTIONC7

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'-115 8" 5'-1111

16" 17'-8 1 16" 16'-911

16" 3'-51 2"

1'-51 2"

2'-10" 3'-6"

8" 3'

2'-33 4"

3'-31 2"

4'-01 4" 4'-01

2" 4'-11"

5'-81 2" 5'-81

17'-6"

17'-01 8"

6' 17'-8"

16'-10" 4'-6"

34'-6"

34'-61 8"

78'-105 8"

8' MAX SPACING

PRECAST CONCRETE PLANKS,

SEE SHEET S101 FOR DETAILS

CHAIN LINK FENCING TO BE USED TO

PREVENT ACCESS BELOW RAMP

WROUGHT IRON RAILING

AND GUARD RAIL (TYP.)

A B

RAMP MEMBER LENGTH

A 17'-6" B 17'-0" C 6'-0" D 17'-6" E 17'-0"

WALL MOUNTED STREETWORKS EXTERIOR LIGHTS,

MODEL WKP4BLEDEDGL, OR APPROVED EQUIVALENT.

MOUNTED 9'-6" ABOVE TOP OF RAMP SURFACE (TYP.)

14'-5" 14'-5" 14'-5" 14'-5"14'-5"

2" 1'-01

4" 1'-01 2"

1'-11" 2'-81

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 WROUGHT

IRON RAILING

BLACK METAL

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 1

16" 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

AutoCAD SHX Text Project Title

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:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

NEW JERSEY LYONS CAMPUS VA LYONS, NJ

AutoCAD SHX Text

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

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD 10+11

AutoCAD SHX Text

CONTRACT NO. VA243-16-C-0144

AutoCAD SHX Text

LYONS NEW JERSEY VA CAMPUS

AutoCAD SHX Text

REPLACE PORCH, ROOFS, WOOD BLDGS. 10+11

AutoCAD SHX Text

100% SUBMISSION (FOR CONSTRUCTION)

AutoCAD SHX Text 561A4-13-110

AutoCAD SHX Text

EMW

AutoCAD SHX Text

CJO

AutoCAD SHX Text 9/24/18

AutoCAD SHX Text

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

First Course

Second Course

17"

Third Course

6"11"

Fourth Course

Fifth Course

GAF

Underlayment

Fourth Course:

Trim 17" (432mm) off first shingle

Third Course:

Trim 11" (279mm) off first shingle

Second Course:

Trim 6" (152mm) off first shingle

First Course:

Start with full shingle

Start at either rake and lay in either direction

Place first course of shingles 1/4" – 3/4" (6–19mm) over eave and rake edges, covering starter course overhang, to provide drip edge.

SHINGLE

INSTALLATION

Remaining

Courses:

Repeat the 1st - 4th course instructions on the remaining courses, starting the fifth course with a full shingle.

REVISION 1 08/7/20181

REVISION 2 09/24/20182 A501

SCALE: NTS

EXISTING BUILDING 11 DOORS TO BE REPLACED PHOTOF1

EXISTING WOOD CORNICE

TO REMAIN- STRIP TO

BARE WOOD, PRIME AND

RE-PAINT

EXISTING WOOD DOOR TRIM

TO REMAIN- STRIP TO BARE

WOOD, PRIME AND RE-PAINT

REMOVE EXISTING DOOR,

FRAME AND TRANSOM-

REPLACE AS INDICATED ON

DRAWINGS ON THIS SHEET

3'-6"x7'-0" HALF-GLASS

ALUMINUM DOOR W/

WHITE KYNAR FINISH AND

RAISED PANELS

1 34"x4 12" ALUMINUM

STOREFRONT FRAME

W/ WHITE KYNAR FINISH

8'-8" CONTRACTOR TO FIELD

VERIFY EXISTING

DIMENSIONS

DOOR AND DOOR FRAME

DOOR HARDWARE

QTY TYPE DESCRIPTION FINISH MFG'R

3 EA. HINGE, 5 HVY WT FBB168 5x4 1/2 26D STA

1 EA MORTISE LOCK 45H-7-D-15-H X BEST PREFERRED PATENTED 626 BES

1 EA ELECT. STRIKE 1006-12/24D-630 X KM-630 X 2005M3 X 2001M 630 ESH

1 EA CLOSER, AUTO 9531 X STD (PULL) X 42 HDR LENGTH X SF X MS ANCLR LCN

1 EA DOOR POSITION SWITCH 679-05WD SCE

2 EA ACTUATOR 8310-853T LCN

1 EA GASKETING S88BL18 BL PEM

1 EA MISCELLANEOUS SCAN II-B SCE

1 EA POWER SUPPLY ELR152 PRH

OPERATION: VALID CARD AT READER WILL RELEASE ELECTRIC STRIKE AND ENABLE INGRESS BY EITHER DEPRESSING ACTUATOR FOR AUTOMATIC OPENING OR PUSHING ON LEVEL TRIM FOR MANUAL DOOR OPERATION. FREE EGRESS AT ALL TIMES FROM CORRIDOR SIDE BY EITHER DEPRESSING ACTUATOR FOR AUTOMATIC OPENING OR MANUAL OPERATION WITH LEVER TRIM. DOOR POSITION SWITCH MONITORS DOOR STATUS TO ACCESS CONTROL- PASSIVE IR SCANNER ON CORRIDOR SIDE ALLOWS FOR AUTHORIZED EGRESS. 1

AL/GL ALUMINUM AND GLASS

STL

HOLLOW METAL

STEEL

STAINLESS STEEL

WD WOOD

DOOR SCHEDULE REMARKS

1. DOOR IS TO BE EQUIPPED WITH CARD READER ACCESS.

2. PROVIDE INTEGRAL BLINDS FOR VISION PANELS.

3. PROVIDE AUTOMATIC OPERATORS.

4. EXISTING DOOR & FRAME TO REMAIN, VERIFY WIDTH AND HEIGHT IN FIELD.

5. PUSH PLATE OPERATOR.

6. LEAD LINED DOOR, LEAD THICKNESS TO MATCH EXISTING.

7. DOOR SHALL COMPLY WITH NFPA 101, SECTION 18.2.2.2.6.

GLASS TYPE SCHEDULE

GT-1: 6MM, CLEAR FULLY TEMPERED FLOAT GLASS

GT-2: 20 MIN FIRE RATED, FILM FACED CERAMIC GLAZING

GT-3: 45 MIN FIRE RATED, FILM FACED CERAMIC GLAZING

GT-4: 90 MIN FIRE RATED, FILM FACED CERAMIC GLAZING

GT-5: CLEAR LAMINATED GLASS WITH TWO PLIES OF FULLY TEMPERED FLOAT GLASS

GT-6: 1 IN, LOW-E-COATED, TINTED, INSULATING LAMINATED GLASS

GT-7: 1 IN, CERAMIC-COATED, TINTED, INSULATING…

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