S02 - 6a - 695-22-103 DrawingsPart-2.pdf

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B

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A

10 11 16

249' - 8"

97' - 1 1/4" 56' - 2" 80' - 9 3/4" 15' - 7 1/4"

6'

/2

/2

9"

1/

4" 6'

/2

4'

1/

2"

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5'

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1"

1"

6'

TYP

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A. CONTRACTOR SHALL IDENTIFY ALL MATERIALS DESCRIBED BY NOTE AND

REMOVE ACCORDING TO SAFETY STANDARDS. REFERENCE SPECIFICATION

02 82 11.

B. ALL HAZARDOUS MATERIALS SHALL BE REMOVED IN COMPLIANCE WITH

APPLICABLE CODES AND LAWS.

C. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE HAZARD(S) AND LEVEL

OF PROTECTION REQUIRED FOR ALL EMPLOYEES OR SUBCONTRACTORS

TO COMPLETE THE CONSTRUCTION WORK.

D. PROVIDE COST FOR REMOVAL OF ASBESTOS CONTAINING ROOFING

ASPHALT/ TAR FLASHING OF APPROXIMATELY 18,200 SQ.FT.

E. PROVIDE COST FOR REMOVAL OF UNFORESEEN ASBESTOS AT ROOF LEVEL

3,640 SQFT.

F. REFER TO SPECIFICATION AND ATTACHMENTS FOR ADDITIONAL

INFORMATION.

G. BASED ON THE DATE OF THE EXISTING CONSTRUCTION IT IS ASSUMED

LEAD PAINT IS WITHIN THE PROJECT AREA. CONDUCT DEMOLITION OF THE

EXISTING SPACE WITH THE ASSUMPTION OF LEAD PAINT ON EXPOSED

PLASTER WALLS AND PAINTED SURFACES. REFER TO SPECIFICATION

SECTION 02 83 33.13. LEAD-BASED PAINT REMOVAL, DISPOSAL AND FOR

ADDITIONAL INFORMATION.

1. REMOVE ASBESTOS CONTAINING TAR/ASPHALT AT CHIMNEY. SEE

ASBESTOS REPORT FOR ADDITIONAL INFORMATION.

2. REMOVE ASBESTOS CONTAINING TAR/ASPHALT AT BRICK WALL. SEE

ASBESTOS REPORT FOR ADDITIONAL INFORMATION.

3. REMOVE ASBESTOS CONTAINING TAR/ASPHALT ON WOOD WALL ON ROOF

LEVEL. SEE ASBESTOS REPORT FOR ADDITIONAL INFORMATION.

4. REMOVE SOFFIT, FASCIA AND TRIM BOARDS THAT CONTAIN LEAD PAINT AS

REQUIRED. COORDINATE WITH AD101 ROOF DEMOLITION PLAN. SEE

ASBESTOS REPORT FOR ADDITIONAL INFORMATION.

HAZARDOUS MATERIAL REMOVAL GENERAL NOTES

HAZARDOUS MATERIAL REMOVAL PLAN NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

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Consultant:

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HA101

HAZARDOUS MATERIAL REMOVAL

PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE BLDG 6 A-WING ROOF

5000 W. NATIONAL AVE

695-22-103

02/15/2022 JG TAA

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"HA101

1 ROOF ABATEMENT PLAN

Revisions: Date:

ACCOMPANYING 36C25222B0031

654321 7 8 9 12 1513 14

B

C

A

10 11 16

SOUTH ATTIC FLOOR & ROOF SLOPING

AND EXTERIOR WALL & HIP ROOF

STRUCTURE SEPARATING FROM

REMAINING STRUCTURE - TIE ROD

BOLTS & ALL TIE ROD-TO-TURNBUCKLE

CONNECTIONS MUST BE TIGHTENED.

SEE PHOTOS 5 & 6/SF501.

REPLACE MISSING POST

4x4 TENSION TIE SUPPORT

POST. SEE PHOTO 8/SF501

FOR SIMILAR POST.

ANIMAL HAS NESTED & CHEWED

THROUGH PORTION OF SOFFIT.

ANIMAL & NEST TO BE

REMOVED & SOFFIT TO BE

REPAIRED AS REQUIRED.

REATTACH LOOSENED

TENSION TIE BOARD.

SEE PHOTO 7/SF501.

ATTACH NEW FULL HEIGHT

2x6 TO EACH SIDE OF SPLITTING 6x6 POST NAILING TOGETHER W/ 0.131" x 3"

NAILS @ 6" ON CENTER

STAGGERED AS REQUIRED.

SEE PHOTO 3/SF501.

SISTER NEW 2x8 FULL HEIGHT

VERTICAL UP TO SHEARED

2x8 VERTICAL IN KNEE WALL

NAILING TOGETHER W/ 0.131"

x 3" NAILS @ 6" ON CENTER.

SEE PHOTO 1/SF501.

WEST ATTIC FLOOR SLOPING - TIE

ROD BOLTS & ALL TIE ROD-TO-

TURNBUCKLE CONNECTIONS MUST

BE TIGHTENED. SIM. PHOTO 6/SF501.

SISTER NEW 2x8 VERTICAL UP TO SPLIT 2x8 RAFTER

NAILING TOGETHER W/ 0.131"

x 3" NAILS @ 6" ON CENTER.

SEE IMAGE 4/SF501.

ATTACH NEW FULL HEIGHT 2x6 TO EACH SIDE OF SPLITTING 6x6

POST NAILING TOGETHER W/

0.131" x 3" NAILS @ 6" ON

CENTER STAGGERED AS

REQUIRED. SEE PHOTO 3/SF501.

EX. BRIDGING TO BE

REATTACHED. SEE

PHOTO 2/SF501.

EX. BRIDGING TO BE

REATTACHED. SEE

PHOTO 2/SF501.

7' - 5 1/2" (FV) 8' - 7" (FV) 16' - 5" (FV) 16' - 3" (FV) 16' - 5 1/2" (FV) 16' - 4" (FV) 16' - 9 1/2" (FV) 10' - 4" (FV) 7' - 11 1/2" (FV) 10' - 4" (FV) 17' - 7 1/2" (FV) 17' - 3 1/2" (FV) 17' - 2" (FV) 17' - 2 1/2" (FV) 16' - 10 1/2" (FV)

6'

0"

F

V

6'

0"

F

V

EX. (2

) 2 x8 HIP GIRDER

EX. 2x8 RAFTERS @

16" O.C. TO REMAIN

EX. 2x8 RAFTERS @

16" O.C. TO REMAIN

E X

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7' - 0" (FV)

(F V

30' - 6" (FV)

/2

(F V

LO

N

G

F V

EX. 2x8 RAFTERS @

16" OC (FV) TO REMAIN

REMOVE PORTION OF EX.

2x8 RAFTER & TONGUE &

GROOVE DECKING AT

NEW ROOF HATCH

LOCATE NEW ROOF HATCH OPENING

BETWEEN EX. 2x8 RAFTERS TO LIMIT

DEMOLITION TO (1) RAFTER. SISTER NEW

FULL LENGTH 2x8 UP TO EX. 2x8 RAFTER EA. SIDE OF OPENING W/ (3) 0.131" x 3"

NAILS TO GIRDER EA. END. REF. SHEET

AE101 & SECTION 3/AE501 FOR MORE INFO.

NOTE: IF THE SPACING BETWEEN THE EX.

2x8 RAFTERS AT THE ROOF HATCH OPENING VARIES GREATLY FROM 16" o.c., RETAIN (1) FULL LENGTH EX. 2x8 RAFTER.

NEW (2) 2x8 RAFTER GIRDER FASTENED TO EX. 2x8 RAFTERS W/ (3) 0.131" x 3"

NAILS EA. END. REF. SHEET AE101

&SECTION 1/AE501 FOR MORE INFO.

EX. 2x8 RAFTERS @

16" OC (FV) TO REMAIN

B D

BUILDING 6 KEY PLAN

N

SHADE INDICATES AREA

NOT IN SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

A

SOUTH

C

SOUTH

C

NORTH

A

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\t a tk in s o n \D o c u m e n ts

\1 .1

.2

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A T

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IN

S O

N

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/1

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A

M

SF101

ROOF FRAMING PLAN &

STRUCTURAL GENERAL NOTESGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE BLDG 6 A-WING ROOF

5000 W. NATIONAL AVE

695-22-103

02/15/2022 LKL LKB

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"SF101

1 ROOF FRAMING PLAN

N

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF

NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT

THE APPROVAL OF THE STRUCTURAL ENGINEER.

CONTRACTOR TO COORDINATE ALL EQUIPMENT AND OTHER ITEMS CONNECTED TO THE STRUCTURE BEFORE FABRICATION BEGINS.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS

SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR WOOD FRAMING.

RENOVATION (EXISTING CONDITIONS)

INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM DRAWINGS THAT WERE PREPARED FOR

THE WAR DEPARTMENT, ENTITLED VETERANS ADMINISTRATION HOSPITAL, DATED 05-30-1997.

WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED RENOVATION DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

WHERE NEW WORK IS TO BE FITTED TO OLD WORK, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND REPORT ANY ERRORS OR DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY

NEW MEMBERS.

EXISTING MATERIALS TO BE REMOVED AND REINSTALLED AS PART OF THE PROJECT, THAT BECOME DAMAGED, SHALL BE REPLACED

WITH NEW MATERIAL OF EQUAL QUALITY AND APPEARANCE, AT THE CONTRACTORS EXPENSE.

ALL WORK SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT RETAINED WORK. ADJACENT EXISTING CONSTRUCTION SHALL BE

PROTECTED FROM DUST, DIRT, AND DEBRIS ACCUMULATION AT ALL TIMES.

THIS IS A HISTORICAL BUILDING, THEREFORE, ALL NEW MEMBERS MUST MATCH EXISTING AS CLOSELY AS POSSIBLE.

NOTES:

1. ALL DIMENSIONS ON THIS PLAN MUST BE VERIFIED IN THE FIELD (FV = FIELD VERIFY).

2. REFERENCE SHEET SF501 FOR PHOTOS.

WOOD FRAMING NOTES

FOR WOOD CONNECTIONS NOT SPECIFICALLY NOTED OR DETAILED, FOLLOW THE REQUIREMENTS OF IBC CHAPTER 23 FASTENING

SCHEDULE OR ESR 1539.

ALL NAILS ARE COMMON NAILS UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. SUBMIT ALL PROPOSED FASTENERS FOR APPROVAL PRIOR TO CONSTRUCTION. INSTALLATION OF ALL FASTENERS SHALL MEET THE REQUIREMENTS OF NDS AND ISANTA GUIDELINES, INCLUDING THOSE IN ESR 1539, AND IBC CHAPTER 23 NAILS AND STAPLES SECTION.

FASTEN DOUBLE (DBL) STUDS TOGETHER WITH 0.131" X 3" NAILS AT 6" O.C. UNLESS NOTED OTHERWISE. FOR MORE THAN TWO STUDS, FASTEN IN THE SAME WAY, NAILING AS EACH STUD IS ADDED.

ALL EXPOSED FRAMING TO BE PRESSURE PRESERVATIVE TREATED WOOD (PPT) AS DESCRIBED IN THE SPECIFICATIONS. ALL PPT WOOD TO BE KILN DRIED AFTER TREATMENT (KDAT). HARDWARE USED WITH PPT WOOD TO BE HOT-DIP GALVANIZED OR STAINLESS

STEEL.

ALL HARDWARE TO BE BY SIMPSON STRONG-TIE OR APPROVED EQUAL. WHERE HARDWARE IS NOT SPECIFICALLY DESIGNATED, SUBMIT PROPOSED HARDWARE FOR APPROVAL. WHERE MORE THAN ONE TYPE OF FASTENER OR FASTENER PATTERN IS ALLOWED BY THE HARDWARE MANUFACTURER, HARDWARE FASTENERS ARE TO BE OF THE TYPE, SIZE, AND QUANTITY TO MAXIMIZE THE LOAD CAPACITY OF THE HARDWARE IN THE SPECIFIC APPLICATION SHOWN ON THESE PLANS, UNLESS NOTED OTHERWISE.

REFERENCE THE ARCHITECTURAL PLANS FOR LAYOUT OF ALL OPENINGS, WALL TYPES, ETC. VERIFY ALL DIMENSIONS PRIOR TO DESIGN OF WALL PANELS & IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES.

Revisions: Date:

ACCOMPANYING 36C25222B0031