Drawings - Structural - 2.pdf

222019 21

B

C

D

E

F

G

181716151413121110987654321

'-7

'-5

'-1

1/ 2"

'-0

'-1

1/ 2"

'-5

277' - 7"

11' - 9 1/2" 13' - 0" 11' - 9 1/2" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 14' - 3" 13' - 1" 14' - 3" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 11' - 9 1/2" 13' - 0" 11' - 9 1/2"

PHOTO 4-4

PHOTO 4-1

PHOTO 4-5

PHOTO 4-8

PHOTO 4-9

PHOTO 4-7

PHOTO 4-6

PHOTO 4-3PHOTO 4-2

PHOTO 4-10

1/8" = 1'-0"1 FOURTH FLOOR FRAMING CONCRETE REPAIR PLAN

PLAN NORTH

NOTES:

1. REFER TO SHEET S163 FOR PHOTOS REFERENCED IN

THIS PLAN AND ACCOMPANYING REPAIR REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

PHOTO LOCATION PLAN

S160 2210/27/2023

222019181716151413121110 21987654321

C

D

E

F

G

277' - 7"

11' - 9 1/2" 13' - 0" 11' - 9 1/2" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 14' - 3" 13' - 1" 14' - 3" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 11' - 9 1/2" 13' - 0" 11' - 9 1/2"

'-7

'-5

'-1

1/ 2"

'-0

'-1

1/ 2"

'-5

PHOTO 5-2

PHOTO 5-1 PHOTO 5-3

PHOTO 5-4

PHOTO 5-5

PHOTO 5-6

PHOTO 5-7

PHOTO 5-8

PHOTO 5-9

PHOTO 5-10

PHOTO 5-11

1/8" = 1'-0"1 FIFTH FLOOR FRAMING CONCRETE REPAIR PLAN

PLAN NORTH

NOTES:

1. REFER TO SHEET S164 FOR PHOTOS REFERENCED IN

THIS PLAN AND ACCOMPANYING REPAIR REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

PHOTO LOCATION PLAN

S161 2310/27/2023

C

D

E

F

G

222019181716151413121110987654321 21 6" 6"

1/ 2"

1/ 2"

277' - 7"

11' - 9 1/2" 13' - 0" 11' - 9 1/2" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 14' - 3" 13' - 1" 14' - 3" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 11' - 9 1/2" 13' - 0" 11' - 9 1/2"

PHOTO A-6

PHOTO A-7

PHOTO A-8

PHOTO A-5

PHOTO A-4

PHOTO A-3

PHOTO A-2

PHOTO A-1

PHOTO A-9 PHOTO A-10

1/8" = 1'-0"1

ATTIC FRAMING CONCRETE REPAIR PLAN

PLAN NORTH

NOTES:

1. REFER TO SHEET S165 FOR PHOTOS REFERENCED IN

THIS PLAN AND ACCOMPANYING REPAIR REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

PHOTO LOCATION PLAN

S162 2410/27/2023

INFILL RECTANGULAR OPENINGS BETWEEN CONCRETE JOISTS PER DETAIL 1 / S142.

PATCH ROUND HOLES IN SLAB UP TO 12" IN DIAMETER PER DETAIL 3 OR 4 / S142.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

1 2PHOTO 4-1

PREPARE THE CONCRETE SLAB BY CHIPPING AWAY ANY DELETERIOUS

MATERIALS AND ROUGHENING THE AREAS THAT WILL RECEIVE SIKATOP 122 PLUS. IF ANY

STEEL REINFORCING IS EXPOSED, CLEAN CORROSION WITH A WIRE BRUSH.

COAT ANY REINFORCING STEEL WITH ARMATEC AND ALLOW TO DRY. APPLY ADDITIONAL

COAT OF ARMATEC AS A BONDING AGENT TO THE ENTIRE REPAIR AREA. REPAIR CONCRETE

USING REPAIR PROCEDURE FOR SIKATOP, ACI RAP BULLETIN 1: FIELD GUIDE TO CONCRETE

REPAIR APPLICATION PROCEDURES, ACI RAP BULLETIN 4, 5 AND 6, AND ACI 546R-14: CONCRETE

REPAIR GUIDE, SEPT. 2014.

KEYNOTES:

= FILL HOLES SOLID WITH NON-SHRINK, NON-METALLIC GROUT. MINIMUM GROUT STRENGTH = 5000 PSI.

FOURTH FLOOR

NOTE:

IF 10% OR MORE SECTION LOSS FOR REINFORCING STEEL IS FOUND,

NOTIFY CONTRACTING OFFICER TO REVIEW AND DETERMINE IF SUPPLEMENTAL

REINFORCING IS REQUIRED.

STRUCTURAL REPAIR PHOTOS

S163

PHOTO 4-2 - & 4 PHOTO 4-3 - 2PHOTO 4-4 -

PHOTO 4-5 - PHOTO 4-6 - 4PHOTO 4-7 - PHOTO 4-8 -

2PHOTO 4-9 -

5 = REPLACE CAPACITY OF PENETRATED CONCRETE JOIST BY INSTALLING NEW STEEL CHANNELS ON

EACH SIDE SIMILAR TO DETAIL 1 / S140. PATCH HOLES IN CONCRETE SLAB PER 4 / S142.

6 = REMOVE UNUSED STEEL RAILS AS REQUIRED AND REPLACE CAPACITY OF CONCRETE JOIST BY INSTALLING NEW STEEL CHANNELS ON EACH SIDE PER DETAIL 1 / S140. PATCH SLAB PER 5 / S142.

7 = PROVIDE ADDITIONAL FRAMING AND PATCH LARGE HOLE IN SLAB PER DETAIL 6 / S140.

6 7 3&1

5&1

8 = PROVIDE STEEL SHIM BETWEEN STEEL AND UNDERSIDE OF SLAB, PER 9 / S142.

8PHOTO 4-10 -

10/27/2023

2PHOTO 5-1

4 PREPARE THE CONCRETE SLAB BY CHIPPING AWAY ANY DELETERIOUS

MATERIALS AND ROUGHENING THE AREAS THAT WILL RECEIVE SIKATOP 122 PLUS. IF ANY

STEEL REINFORCING IS EXPOSED, CLEAN CORROSION WITH A WIRE BRUSH.

COAT ANY REINFORCING STEEL WITH ARMATEC AND ALLOW TO DRY. APPLY ADDITIONAL

COAT OF ARMATEC AS A BONDING AGENT TO THE ENTIRE REPAIR AREA. REPAIR CONCRETE

USING REPAIR PROCEDURE FOR SIKATOP, ACI RAP BULLETIN 1: FIELD GUIDE TO CONCRETE

REPAIR APPLICATION PROCEDURES, ACI RAP BULLETIN 4, 5 AND 6, AND ACI 546R-14:

CONCRETE REPAIR GUIDE, SEPT. 2014.

FIFTH FLOOR

KEYNOTES:

= FILL HOLES SOLID WITH NON-SHRINK, NON-METALLIC GROUT. MINIMUM GROUT STRENGTH = 5000 PSI.

= INFILL RECTANGULAR OPENINGS BETWEEN CONCRETE JOISTS PER DETAIL 1 / S142.

= PATCH ROUND HOLES IN SLAB UP TO 12" IN DIAMETER PER DETAIL 3 OR 4 / S142.

NOTE:

IF 10% OR MORE SECTION LOSS FOR REINFORCING STEEL IS FOUND,

NOTIFY CONTRACTING OFFICER TO REVIEW AND DETERMINE IF SUPPLEMENTAL

REINFORCING IS REQUIRED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

STRUCTURAL REPAIR PHOTOS

S164

4PHOTO 5-2 - PHOTO 5-3 - 2PHOTO 5-4 -

2PHOTO 5-5 - PHOTO 5-6 - PHOTO 5-7 - PHOTO 5-8 -

4PHOTO 5-9 - PHOTO 5-10 - PHOTO 5-11 -

6 7 4

5 = REPLACE CAPACITY OF PENETRATED CONCRETE JOIST BY INSTALLING NEW STEEL CHANNELS ON

EACH SIDE SIMILAR TO DETAIL 1 / S140. PATCH HOLES IN CONCRETE SLAB PER 4 / S142.

6 = REMOVE UNUSED STEEL RAILS AS REQUIRED AND REPLACE CAPACITY OF CONCRETE JOIST BY INSTALLING NEW STEEL CHANNELS ON EACH SIDE PER DETAIL 1 / S140. PATCH SLAB PER 5 / S142.

7 = PROVIDE ADDITIONAL FRAMING AND PATCH LARGE HOLE IN SLAB PER DETAIL 6 / S140.

2 5&

5&

13 4&1 5&

PREPARE THE CONCRETE SLAB BY CHIPPING AWAY ANY DELETERIOUS

MATERIALS AND ROUGHENING THE AREAS THAT WILL RECEIVE SIKATOP 122 PLUS. IF ANY

STEEL REINFORCING IS EXPOSED, CLEAN CORROSION WITH A WIRE BRUSH.

COAT ANY REINFORCING STEEL WITH ARMATEC AND ALLOW TO DRY. APPLY ADDITIONAL

COAT OF ARMATEC AS A BONDING AGENT TO THE ENTIRE REPAIR AREA. REPAIR CONCRETE

USING REPAIR PROCEDURE FOR SIKATOP, ACI RAP BULLETIN 1: FIELD GUIDE TO CONCRETE

REPAIR APPLICATION PROCEDURES, ACI RAP BULLETIN 4, 5 AND 6, AND ACI 546R-14:

CONCRETE REPAIR GUIDE, SEPT. 2014.

ATTIC

PHOTO A-1 PHOTO A-2 -

KEYNOTES:

= NOT USED ON THIS SHEET.

= INFILL RECTANGULAR OPENINGS BETWEEN CONCRETE JOISTS PER DETAIL 1 / S142.

= NOT USED ON THIS SHEET.

NOTE:

IF 10% OR MORE SECTION LOSS FOR REINFORCING STEEL IS FOUND,

NOTIFY CONTRACTING OFFICER TO REVIEW AND DETERMINE IF SUPPLEMENTAL

REINFORCING IS REQUIRED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

STRUCTURAL REPAIR PHOTOS

S165

4 PHOTO A-3 - 4 5& PHOTO A-4 - 2

PHOTO A-5 PHOTO A-6

- 4

- 2 - PHOTO A-7 - PHOTO A-8

USE REPAIR DETAIL 2/S142 FOR RESTORATION OF DETERIORATED CONCRETE JOISTS.5 =

6 6

REPLACE CAPACITY OF PENETRATED CONCRETE JOIST BY INSTALLING NEW STEEL CHANNELS ON EACH SIDE PER DETAIL 1 / S140. PATCH HOLES IN CONCRETE SLAB SIM TO DETAIL 1 / S142.

6 =

- 7

FILL HOLE IN ATTIC SLAB PER DETAIL 8 / S140.7 =

PROVIDE ADDITIONAL FRAMING AND PATCH LARGE HOLE IN SLAB SIMILAR TO DETAIL 6 / S140.8 =

PHOTO A-9 - 2 PHOTO A-10 6-

1. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE

INTERNATIONAL BUILDING CODE 2012 EDITION.

2. THE STRUCTURAL DOCUMENTS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DOCUMENTS.

3. USE THESE NOTES IN CONJUNCTION WITH THE SPECIFICATIONS. IF A CONFLICT EXISTS, THE MORE STRINGENT

REQUIREMENT GOVERNS.

4. REVIEW ALL CONTRACT DOCUMENTS, DIMENSIONS AND SITE CONDITIONS AND COORDINATE WITH FIELD DIMENSIONS AND PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING TO THE RESIDENT ENGINEER. DO NOT CHANGE SIZE OR DIMENSIONS OF STRUCTURAL MEMBERS WITHOUT THE

WRITTEN INSTRUCTION FROM THE RESIDENT ENGINEER.

5. PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE. EACH CONTRACTOR SHALL PROTECT HIS WORK, ADJACENT PROPERTY AND THE PUBLIC. EACH CONTRACTOR IS SOLELY RESPONSIBLE FOR

DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT.

6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SAFETY AND CONSTRUCTION PROCEDURES.

7. DO NOT SCALE DRAWINGS; USE DIMENSIONS.

8. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS IN STRUCTURE

NOT SHOWN ON STRUCTURAL DRAWINGS.

9. DETAILS LABELED “TYPICAL DETAILS” ON THE DRAWINGS APPLY TO ALL SITUATIONS THAT APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE

RESOLVED BY THE RESIDENT ENGINEER.

10. DESIGN LOADS AND CRITERIA:

A. WIND DESIGN CRITERIA (ASCE 7-10)

a. WIND SPEED (ULTIMATE) 175 MPH

b. WIND SPEED (NOMINAL) 136 MPH

c. EXPOSURE CATEGORY D

d. RISK CATEGORY IV

e. ENCLOSURE CLASSIFICATION ENCLOSED BUILDING

f. INTERNAL PRESSURE COEFFICIENT ±0.18

B. SEISMIC DESIGN CRITERIA

a. SEISMIC IMPORTANCE FACTOR (I) 1.50

b. RISK CATEGORY IV

c. SITE CLASS D

d. SEISMIC DESIGN CATEGORY C

e. SEISMIC FORCE RESISTING SYTEM ORDINARY CONCRETE FRAME

f. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

g. MAPPED SPECTRAL RESPONSE ACCELERATIONS

SS 0.160

S1 0.052

h. DESIGN BASE SHEAR 0.085W

i. RESPONSE MODIFICATION COEFFICIENT 3

12. DESIGN IS BASED ON WIND LOADS ONLY. ANTI TERROR / FORCE PROTECTION WAS NOT INCLUDED IN THIS PROJECT.

GENERAL NOTES

1. THIS "STATEMENT OF SPECIAL INSPECTIONS" HAS BEEN PREPARED IN ACCORDANCE WITH IBC 2012, SECTION 1704.

2. CONTRACTOR SHALL EMPLOY ONE OR MORE PRE-COORDINATED AND GOVERNMENT-APPROVED

SPECIAL INSPECTORS TO PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION.

3. SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO DEMONSTRATES COMPETENCE, TOTHE

SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE, FOR INSPECTION OF THE

PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

A. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING SYSTEMS AND

COMPONENTS.

1. ROOF CLADDING

2. WALL CLADDING

4. SPECIAL INSPECTION AGENCY SHALL SUBMIT INSPECTION REPORTS DURING CONSTRUCTION FOR VERIFICATION, INCLUDING FINAL REPORTS IN ACCORDANCE WITH SECTION 1704.2.4 OF IBC 2012.

5. SPECIAL INSPECTOR SHALL USE THE LATEST ISSUE OF THE STRUCTURAL DRAWINGS FOR THE

INSPECTION OF THIS STRUCTURE. SHOP FABRICATION DRAWINGS SHALL NOT BE USED FOR

INSPECTION PURPOSES.

6. THESE INSPECTIONS DO NOT RELAX THE REQUIREMENTS OF IBC 2012 AND OTHER REQUIREMENTS

INCLUDED IN DIVISION 1 SPECIFICATIONS AND GENERAL CONDITIONS.

7. THE CONTRACTOR SHALL PROVIDE A STATEMENT OF RESPONSIBILITY PER IBC 2012 SECTION1704.4.

STATEMENT OF SPECIAL INSPECTIONS

8. REFER TO SCHEDULE OF SPECIAL INSPECTIONS, SPECIFICATION SECTION 01 45 29.02, FOR ADDITIONAL

INFORMATION.

2. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR USE AND

INSTALLATION.

3. INSTALL AND MAINTAIN A MINIMUM EMBEDMENT IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS, OR AS SPECIFIED ON DRAWINGS.

4. DIAMETER OF HOLE SHALL BE AS RECOMMENDED BY MANUFACTURER FOR

THE PARTICULAR PRODUCT SPECIFIED ON DRAWINGS.

5. UNLESS NOTED, ANCHOR SPACING AND ANCHOR EDGE DISTANCE SHALL

BE ACCORDING TO THE MANUFACTURER'S MOST CURRENT PUBLICATION IN

ORDER TO DEVELOP MAXIMUM WORKING LOADS. IF NOTED DIMENSIONS ARE

LESS THAN THE MANUFACTURER'S RECOMMENDATIONS, THE RESIDENT ENGINEER

SHALL BE CONTACTED FOR CLARIFICATION.

1. USE EPOXY OR POLYESTER RESIN ADHESIVE ANCHORS AS INDICATED ON THE

DRAWINGS. FOR INSTALLATION IN CONCRETE, USE HILTI HIT-HY 200 ANCHORS, OR

APPROVED EQUIVALENT. FOR INSTALLATION IN GROUT OR MASONRY, USE HILTI

HIT-HY 70 ANCHORS, OR APPROVED EQUIVALENT.

6. DO NOT EXCEED MANUFACTURER'S MAX. RECOMMENDED TIGHTENING

TORQUE.

7. ALL ANCHORS SHALL BE INSTALLED AS PER MANUFACTURER'S

RECOMMENDATIONS AND IN ORDER TO DEVELOP THE MOST

CURRENT PUBLISHED WORKING LOADS.

8. ALL EPOXIED ANCHORING SHALL BE TESTED AFTER INSTALLATION AT

CONTRACTOR'S EXPENSE. TWO INITIAL TESTS OF TWO TIMES THE SPECIFIED

WORKING CAPACITY FOR THE ANCHORS IN EACH TYPE OF MATERIAL

(BRICK, CMU, GROUT, LAY TILE, CONCRETE) WILL BE REQUIRED.

ADHESIVE ANCHORING SYSTEMS

1. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION

DOCUMENTS.

2. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE RESIDENT ENGINEER PRIOR TO INSTALLING

POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.

3. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING

REINFORCING. DO NOT CUT EXISTING REINFORCING.

4. THE FOLLOWING MANUFACTURER’S HAVE BEEN PREAPPROVED FOR SUBMITTAL.

POWERS FASTENERS

HILTI

SIMPSON

5. SUBMITTAL OF ALL PROPOSED PRODUCTS, WITH TECHNICAL DATA AND CURRENT ICC-ERS REPORTS IS REQUIRED FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. ADDITIONAL APPLICATION

CALCULATIONS MAY BE REQUIRED BY THE RESIDENT ENGINEER.

6. HOLES SHALL BE DRILLED AND CLEANED IN STRICT ACCORDANCE WITH THE CURRENT

MANUFACTURER’S PUBLISHED INSTALLATION INSTRUCTIONS (MPII).

7. MANUFACTURER’S FIELD REPRESENTATIVE SHALL PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED, PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON

SITE AND BE MADE AVAILABLE TO THE RESIDENT ENGINEER AS REQUESTED.

8. PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE

APPLICABLE BUILDING CODE AND PER THE CURRENT ICC-ES REPORT FOR THE ANCHOR.

9. PROVIDE PULLOUT AND SHEAR TESTING TO ENSURE MANUFACTURER'S SPECIFIED VALUES ARE

ACHIEVED. SEE TABLE ON SHEET S406 FOR ANCHOR TYPES.

POST-INSTALLED ANCHORING SYSTEMS

10. WHEN DRILLING FOR NEW ANCHORS, DO NOT CUT EXISTING REINFORCEMENT. EXISTING

REINFORCEMENT MAY BE LOCATED USING ONE OF THE FOLLOWING METHODS:

A. XRAY SCANS.

B. DRILL SMALL PILOT HOLES NO LARGER THAN 1/8"Ø.

11. IF EXISTING REINFORCEMENT IS ENCOUNTERED, CEASE DRILLING IMMEDIATELY. FILL HOLE

WITH EPOXY GROUT AND SHIFT DRILL BIT AWAY FROM REINFORCEMENT A MINIMUM OF 2".

MODIFY THE CONNECTING STEEL PLATE OR MEMBER AS REQUIRED FOR THE RELOCATED

HOLE.

1. BOLTS AND ANCHOR BOLTS SHALL BE GALVANIZED OR STAINLESS STEEL.

2. ALL EXPOSED TIMBER OR TIMBER IN CONTACT WITH MASONRY OR

CONCRETE SHALL BE PRESSURE TREATED IN CONFORMANCE WITH AWPA

STANDARDS.

3. ALL PLYWOOD SHEATHING SHALL BE GLUED WITH LIQUID ADHESIVE

APPLIED IN A 1/4" BEAD IN A ZIGZAG PATTERN TO COMPLY WITH THE

MANUFACTURER'S INSTRUCTIONS AND NAILED AS SPECIFIED.

WOOD

1. THE FOLLOWING REQUIREMENTS IN NO WAY REDUCE OR LIMIT ANY ADDITIONAL

REQUIREMENTS OF SPECIFICATIONS.

2. REVIEW OF SUBMITTALS BY THE RESIDENT ENGINEER IS FOR GENERAL CONFORMANCE WITH

THE DESIGN CONCEPT AS PRESENTED BY THE CONTRACT DOCUMENTS. NO DETAILED CHECK

OF QUANTITIES OR DIMENSIONS WILL BE MADE. ONLY THOSE SHOP DRAWINGS REQUIRED BY

THE CONTRACT DOCUMENTS TO BE SUBMITTED WILL BE REVIEWED. ALL OTHERS WILL BE

RETURNED WITHOUT COMMENT.

3. IN ACCORDANCE WITH THE SPECIFICATIONS SUBMIT A COPY OF THE SHOP DRAWING

SUBMITTAL REGISTER TO THE RESIDENT ENGINEER, SHOWING DATES OF SUBMITTAL FOR

EACH SPECIFIC STRUCTURAL SECTION OF THE WORK, CONSISTENT WITH THE FOLLOWING

CRITERIA:

A. ALLOW ADEQUATE TIME FOR TRANSIT AND PROCESSING BEFORE FABRICATION. THE

RESIDENT ENGINEER WILL REVIEW AN AVERAGE SUBMITTAL WITHIN 10 WORKING DAYS OF

RECEIPT.

B. SCHEDULE AND SUBMIT SHOP DRAWINGS FOR SPECIFIC COMPONENTS SUCH AS FRP AND

STRUCTURAL STEEL.

C. SUBMIT SHOP DRAWINGS IN A TIMELY MANNER, CONSISTENT WITH THE ABOVE

REQUIREMENTS.

4. ALL CHANGES AND ADDITIONS MADE ON RESUBMITTALS MUST BE CLEARLY FLAGGED AND

NOTED. THE PURPOSE OF THE RESUBMITTALS MUST BE CLEARLY NOTED ON THE LETTER OF

TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THE ITEMS CAUSING THE

RESUBMITTAL.

5. RESPONSIBILITIES OF DETAILERS AND FABRICATORS AND VENDORS:

A. GENERAL- SUBMIT SHOP DRAWINGS AND ANY OTHER SPECIAL INFORMATION NECESSARY

FOR PROPER FABRICATION, ERECTION, AND PLACEMENT OF STRUCTURAL FABRICATIONS.

INCLUDE PLANS, ELEVATIONS, AND SECTIONS. CLEARLY SHOW ANCHORAGES,

CONNECTIONS, AND ACCESSORY ITEMS. THE DETAILER MUST INTERPRET THE CONTRACT

DOCUMENTS AND CLEARLY CONVEY THIS INTERPRETATION TO THE FIELD IN THE FORM OF

PLACING OR ERECTION DRAWINGS

6. SEE SECTION TITLED "SHOP DRAWINGS REQUIRING INPUT BY A SPECIALTY ENGINEER" FOR

ADDITIONAL CRITERIA APPLICABLE TO SHOP DRAWINGS.

SHOP DRAWING SUBMITTALS

1. ALL STEEL WORK (INCLUDING FABRICATION AND ERECTION) SHALL CONFORM TO

THE AISC MANUAL OF STEEL CONSTRUCTION 13TH EDITION AND PROJECT

SPECIFICATIONS, USE THE FOLLOWING:

- ROLLED SHAPES, ASTM A992, GRADE 50.

- PLATES BARS A36.

- COLD-FORMED STEEL TUBING: ASTM A500, GRADE B.

- HOT-FORMED STEEL TUBING: ASTM A501.

- STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B.

2. USE STRUCTURAL STEEL THAT IS FULLY WELDABLE OF SIMILAR GRADES AND

FROM ANY GRADE TO ANY OTHER GRADE. WELD ALL SHOP CONNECTIONS, U.N.O.

3. ALL SHOP AND FIELD WELDING SHALL CONFORM TO THE STRUCTURAL WELDING

CODE AWS D1.1, LATEST EDITION, PUBLISHED BY THE AMERICAN WELDING

SOCIETY (AWS). USE ELECTRODES CONFORMING TO AWS D1.1, E70 SERIES,

U.N.O. SHOW ALL SHOP WELDS ON THE FABRICATION DRAWINGS AND ALL FIELD

WELDS ON THE ERECTION DRAWINGS.

4. ALL SHOP AND FIELD WELDERS, WELDING OPERATORS, AND TACKERS SHALL BE

CERTIFIED ACCORDING TO AWS PROCEDURES FOR THE WELDING PROCESS AND

WELDING POSITION USED.

5. ALL JOINT WELDING PROCEDURES TO BE USED SHALL BE PREPARED BY THE

FABRICATOR OR CONTRACTOR AS WRITTEN PROCEDURE SPECIFICATIONS AND

SUBMITTED TO THE ARCHITECT/ENGINEER FOR THEIR RECORD. ALL JOINT

WELDING PROCEDURES SHALL BE QUALIFIED PRIOR TO USE ACCORDING TO AWS

PROCEDURES.

6. A325 BOLTS:

- A325 BOLTS SHALL CONFORM TO ASTM A325 TYPE 1, HIGH STRENGTH BOLTS FOR

STRUCTURAL STEEL JOINTS. DO NOT USE TYPE 2 BOLTS.

- PROVIDE HARDENED WASHERS CONFORMING TO ASTM F436. PLACE HARDENED

WASHERS UNDER PART BEING TURNED.

- LOAD INDICATOR WASHERS SHALL BE USED ON ALL A325 BOLTS.

- ALL BOLTS SHALL BE NEW AND DOMESTICALLY MANUFACTURED. DO NOT REUSE

BOLTS. USE ONLY NON-GALVANIZED NUTS AND BOLTS THAT ARE CLEAN,

RUST-FREE, AND WELL LUBRICATED, U.N.O..

7. USE F1554 BOLTS FOR ANCHOR BOLTS OR WHEN SPECIFICALLY CALLED FOR ON

THE DRAWINGS.

8. CUT, DRILL, OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES. DO NOT

FLAME CUT HOLES OR ENLARGE HOLES BY BURNING.

9. SPLICING OF STRUCTURAL STEEL MEMBERS IN THE FIELD OR IN THE SHOP IS

PROHIBITED EXCEPT WHERE INDICATED ON THE DRAWINGS.

10. DO NOT PAINT STEEL SURFACES IN CONTACT WITH CONCRETE. DO NOT APPLY

FINISH COAT AND LIMIT PRIME COAT TO 2 MILS AT FAYING SURFACES OF SLIP

CRITICAL BOLTED CONNECTIONS, SURFACES TO BE WELDED AND TOP

SURFACES OF BEAMS AND TRUSSES TO RECEIVE STEEL STUDS AND/OR

SUPPORTING METAL FLOOR AND ROOF DECKING. USE PRIMER WHICH HAS A MIN.

CLASS A SLIP COEFFICIENT (0.33).

11. REFER TO ARCHITECTURAL PLANS FOR FIREPROOFING OF STRUCTURAL STEEL

MEMBERS, REFER TO SPECIFICATIONS FOR PAINTING OF STRUCTURAL STEEL.

12. SUBMIT STRUCTURAL STEEL SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR

REVIEW BEFORE FABRICATION.

13. PROVIDE TEMPORARY BRACING AS NECESSARY TO ENSURE A STABLE

STRUCTURE DURING CONSTRUCTION.

14. DO NOT REPRODUCE THE STRUCTURAL DRAWINGS FOR USE AS SHOP

DRAWINGS.

15. NO CUTTING OF SECTIONS, FLANGES, WEBS OR ANGLES SHALL BE ALLOWED

WITHOUT WRITTEN APPROVAL FROM THE RESIDENT ENGINEER.

16. ALL EXPOSED STEEL MEMBERS & CONNECTIONS SHALL BE HOT DIP GALVANIZED

PRIOR TO FABRICATION. ALL CONNECTIONS SHALL BE PRE DRILLED AND/OR

WELDED PRIOR TO GALVANIZING.

17. PAINT ALL STEEL PERMANENT EXPOSED TO EARTH WITH 2 COATS OF COAL TAR

EPOXY INCLUDING BOTTOM OF BASEPLATES.

18. NON-SHRINK GROUT IS DEFINED AS A NON-METALLIC GROUT WITH A 28 DAYS

STRENGTH OF 10,000 PSI AND SHALL CONFORM TO THE CORPS OF ENGINEERS

CRD-C621, FACTORY PREMIX GROUT.

19. THE RESIDENT ENGINEER SHALL BE CONTACTED FOR APPROVAL OF ANY FIELD

MODIFICATIONS OF ANCHOR BOLTS/RODS AND COLUMN BASE PLATES (PER

OSHA).

20. ALL STEEL LINTELS AND SHELF ANGLES SHALL BE HOT DIP GALVANIZED.

21. ALL EXTERIOR ELEMENTS, AND THOSE ELEMENTS NOTED TO BE GALVANIZED,

SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER

SANDBLAST CLEANING PER SSPC-SPIO. USE ASTM A325 BOLTS HOT DIP

GALVANIZED, GALVANIZED HARDENED WASHERS, AND GALVANIZED HEAVY HEX

NUTS FOR BOLTING OF GALVANIZED ITEMS.

STRUCTURAL STEEL

1. EXTERIOR METAL STUDS AND ATTACHMENTS SHALL BE DESIGNED BY A SPECIALTY

ENGINEER AND CALCULATIONS SHALL BE PROVIDED WITH SUBMITTAL. SUBMITTAL

SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE

OF MISSISSIPPI.

2. THE SPECIALTY ENGINEER OR MANUFACTURER SHALL DESIGN, PROVIDE, AND INSTALL

THEIR COMPONENTS, IT IS THE RESPONSIBILITY OF THE SPECIALTY ENGINEER TO

ENSURE ALL COMPONENTS ARE INSTALLED ACCORDING TO THE APPROVED SHOP

DRAWINGS. THE SPECIALTY ENGINEER SHALL SUBMIT A LETTER TO THE ARCHITECT /

ENGINEER STATING THAT THE SYSTEM HAS BEEN INSTALLED ACCORDING TO THE

APPROVED SHOP DRAWINGS.

3. DESIGN METAL STUDS SYSTEM TO SUPPORT TRIBUTARY WIND FORCES FROM OTHER

ELEMENTS CONNECTED TO THE METAL STUDS. METAL STUD ENGINEER SHALL REVIEW

& COORDINATE METAL PANELS ATTACHMENTS PRIOR TO SHOP DRAWING SUBMITTAL.

4. COORDINATE, PROVIDE, AND INSTALL DOUBLE STUDS WITH METAL PANEL JOINTS,

ATTACHMENT REQUIREMENTS, AND SPACING.

5. COORDINATE UNBRACED FLANGE WITH SHEATHING LOCATIONS. WHERE NO SHEATHING

EXISTS PROVIDE STRAPPING OR BRACING OF UNSUPPORTED FLANGES AS REQUIRED

TO RESIST GRAVITY AND WIND LOADS.

6. DESIGN SHALL BE IN ACCORDANCE WITH AISI "SPECIFICATION FOR THE DESIGN OF

COLD FORMED STRUCTURAL MEMBERS".

7. JOINTS AND CONNECTIONS SHALL BE MADE WITH SCREWS OR BOLTS. PROVIDE A

MINIMUM TWO (2) SCREWS PER CONNECTION.

8. ALL COLD-FORMED STEEL FRAMING, CONNECTORS SHALL RECEIVE A G-90 GALVANIZED

COATING.

9. NO WELDING OF COLD-FORMED MEMBERS IS ALLOWED.

10. SAW CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST THE CONNECTING

MEMBER.

11. INSTALL FASTENERS FROM THINNER MATERIAL TO THICKER MATERIAL.

12. ALL STUDS AND CONNECTORS SHALL BE 16 GAUGE OR GREATER IN THICKNESS SHALL

HAVE A MINIMUM YIELD STRENGTH (Fy) OF 50 KSI.

13. PROVIDE MECHANICAL BRIDGING AT INTERVALS NOT EXCEEDING 4'-0" O.C. FOR ALL

STRUCTURAL STUD WALLS.

14. STUD MATERIAL SHALL HAVE A MINIMUM OF 1-5/8" FLANGES AND 1/2" STIFFENING

RETURN LIPS. TRACK MATERIAL SHALL HAVE A MINIMUM OF 1-1/4" FLANGES (NO

STIFFENING RETURN LIP).

COLD - FORMED METAL STUDS

1. SPECIALTY ENGINEER:

A. DEFINITION - A REGISTERED PROFESSIONAL ENGINEER WHO SPECIALIZES IN AND WHO UNDERTAKES

THE DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURAL SYSTEMS INCLUDED IN A SPECIFIC

SUBMITTAL PREPARED FOR THIS PROJECT.

B. SHALL BE:

- AN EMPLOYEE OR OFFICER OF A FABRICATOR VENDOR.

- AN EMPLOYEE OR OFFICER OF AN ENTITY SUPPLYING COMPONENTS TO A VENDOR.

- AN INDEPENDENT CONSULTANT RETAINED BY THE FABRICATOR OR HIS SUPPLIER.

2. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND

INSTALLATION DRAWINGS WITH INPUT BY A SPECIALTY ENGINEER INCLUDE, BUT ARE NOT LIMITED

TO: WINDOW SYSTEMS, CURTAINWALL SYSTEMS, ROOF SYSTEMS, LOUVERS, DOORS AND ANY

EXTERIOR ANCILLARY STRUCTURES.

3. THE SPECIALTY ENGINEER OR MANUFACTURER SHALL DESIGN, PROVIDE, AND INSTALL THEIR

COMPONENTS AND THE COMPONENT CONNECTIONS TO THE PRIMARY STRUCTURE PER THE LOAD

CRITERIA STATED IN THESE NOTES OR THE CURRENT GOVERNING BUILDING CODES, WHICHEVER IS

MORE STRINGENT.

4. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED.

GENERIC PRODUCTS WILL NOT BE ACCEPTED.

5. SHOP DRAWINGS AND CALCULATIONS MUST BE PREPARED UNDER THE DIRECT SUPERVISION AND

CONTROL OF THE SPECIALTY ENGINEER.

6. SHOP DRAWINGS AND CALCULATIONS REQUIRE THE SEAL, DATE AND SIGNATURE OF THE SPECIALTY ENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BEAR THE SEAL AND SIGNATURE OF THE SPECIALTY ENGINEER AS AN INDICATION THAT HE HAS ACCEPTED RESPONSIBILITY FOR THE

RESULTS.

7. REVIEW OF SUBMITTALS LIMITED TO VERIFYING THE FOLLOWING:

A. THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE

SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE.)

B. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE

CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE.)

SHOP DRAWINGS REQUIRING

INPUT BY A SPECIALTY ENGINEER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

STRUCTURAL NOTES -

WATER INTRUSION

S401 2810/27/2023

12345678910111213141516171819202122

W1

W#

LEGEND:

= WINDOW OPENING TYPES, SEE SHEETS

S404 AND S405, AND COORDINATE WITH

ARCHITECTURAL DRAWINGS. SEE

ARCHITECTURAL DRAWINGS FOR

GLAZING TYPES. GLAZING TYPES VARY

AND DO NOT CORRESPOND DIRECTLY TO

WINDOW OPENING TYPES.

S407

W1 W1

W1 W1 W1

W1W1 W1

W1W1W1

W1 W1 W1

W1W1W1

W1 W1 W1

W1 W1 W1

W1 W1 W1

W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2

W3 W3 W3 W3 W3 W3

W3 W3 W3 W3 W3 W3

W3 W3 W3 W3 W3 W3

W3W3W3W3W3W3

W5 W5

W6

W7 W7 W7 W7

REFER TO DETAIL 2/S404 FOR BRICK

ATTACHMENT WHERE REQUIRED.

1ST FLOOR

2ND FLOOR

3RD FLOOR

4TH FLOOR

5TH FLOOR

ATTIC

ATTIC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

S407

W1 W1 W1

W1 W1 W1

W1 W1 W1

W1 W1 W1

W1 W1 W1

W1 W1 W1

W1 W1 W1

W1 W1 W1

W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2

W3 W3 W3 W3 W3 W3

W3 W3 W3 W3 W3

W3 W3 W3 W3 W3 W3

W3W3W3W3W3 W4 W4

W5 W5

W6

W7 W7 W7 W7

1ST FLOOR

2ND FLOOR

3RD FLOOR

4TH FLOOR

5TH FLOOR

3/32" = 1'-0"1 NORTH ELEVATION

3/32" = 1'-0"2 SOUTH ELEVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

BUILDING ELEVATIONS

S402 2910/27/2023

1ST FLOOR

2ND FLOOR

3RD FLOOR

4TH FLOOR

5TH FLOOR

ATTIC

W#

LEGEND:

= WINDOW OPENING TYPES, SEE SHEETS

S404 AND S405, AND COORDINATE WITH

ARCHITECTURAL DRAWINGS.

GFEDCBA

W1W1

W1 W1

W1 W1

W2 W2

W3 W3

W3 W3

REFER TO DETAIL 2/S404 FOR BRICK

ATTACHMENT WHERE REQUIRED.

W1

W1

W1

W1

W1

W1

SIM SIM SIM

G F E D C B A

W1 W1

W1 W1

W1 W1W1 W1

W1 W1

W1 W1 W2 W2 W2

W3 W3 W3

W3 W3 W3

1ST FLOOR

2ND FLOOR

3RD FLOOR

4TH FLOOR

5TH FLOOR

ATTIC

W1 W1

W1 W1

W1 W1

3/32" = 1'-0"1 EAST ELEVATION

3/32" = 1'-0"2 WEST ELEVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

BUILDING ELEVATIONS

S403 3010/27/2023

W1

PUNCHED WINDOW OPENING

PUNCHED WINDOW OPENING,

SEE WALL TYPES ON SHEET S406,

COORDINATE ATTACHMENT

WITH WALL TYPE.

5TH FLOOR OPENING

OPEN

CURTAINWALL ATTACHMENTS

TO CONCRETE STRUCTURE

OPEN

NOTES:

1. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WINDOW

TYPES AND DIMENSIONS.

2. CURTAINWALL SYSTEMS SHALL SPAN VERTICALLY

3. CUT & REMOVE EXISTING WOOD BLOCKING, INSTALL NEW

CONCRETE CURB TO MATCH EXISTING.

VERIFY IN FIELD EXISTING CURB DIMENSIONS.

4. REFERENCE S407 AND S408 FOR BUILDING SECTION

DETAILS.

5. WINDOW ATTACHMENT TO FRAMING SHALL BE DESIGNED

BY WINDOW / CURTAINWALL MANUFACTURER.

6. BOTTOM OF CHANNEL FRAMING IS CURRENTLY ANCHORED

TO EXISTING TIMBER CURB. CHANNEL IS TO BE RE-

ANCHORED TO CONCRETE CURB AS NOTED.

VERTICAL MULLIONS

5TH FLOOR OPENING

@ COLUMN

EXISTING CONCRETE

BEAM

CURTAINWALL

ATTACHMENTS

TO CONCRETE

SLAB / BEAM

OPEN

VERTICAL MULLIONS

EXAMPLE PHOTOS FOR REPLACING WOOD CURB WITH CONCRETE CURB:

OPEN

#3 BARS SET WITH EPOXY INTO

EXISTING CONCRETE STRUCTURE AT

EACH MULLION, SEPARATED BY 4" OC,

4" EMBEDMENT. FOR BALANCE OF

DETAIL, PROVIDE #3 @ 16" OC, 4"

EMBEDMENT

2 #4X4'-0"

EXISTING COLUMN

TO REMAIN

EXISTING

CHANNELS

TO REMAIN

#3 BARS SET WITH EPOXY INTO

EXISTING CONCRETE STRUCTURE AT

EACH MULLION, SEPARATED BY 4" OC,

4" EMBEDMENT. FOR BALANCE OF

DETAIL, PROVIDE #3 @ 16" OC, 4"

EMBEDMENT

(2) #4 CONT. ACROSS

BOTTOM OF CURTAINWALL

3RD & 4TH FLOOR OPENING

EXISTING CONCRETE

BEAM

CURTAINWALL

ATTACHMENTS

TO HSS TUBE

CURTAINWALL ATTACHMENTS

TO CONCRETE SLAB / BEAM

OPEN

VERTICAL MULLIONS

SEE WALL SECTIONS

FOR ATTACHMENT

3RD & 4TH FLOOR OPENING

@ COLUMN

EXISTING CONCRETE

BEAM

CURTAINWALL

ATTACHMENTS

TO HSS TUBE

CURTAINWALL

ATTACHMENTS

TO CONCRETE

SLAB / BEAM

OPEN

VERTICAL MULLIONS

OPEN

(2) #4 CONT. ACROSS

BOTTOM OF CURTAINWALL

(2) #4 CONT. ACROSS

BOTTOM OF CURTAINWALL

SEE WALL SECTIONS

FOR ATTACHMENT

EXIST. CONCRETE

COLUMN TO REMAIN

OPEN

EXISTING CONCRETE

BEAM

VERIFY IN FIELD

2' - 11"

EXISTING

COLUMN

BREAK FACE OF

CLAY TILE SHELL

& REPLACE W/

4000 PSI GROUT

FOR SMOOTH

SURFACE

SEE ARCH. FOR

WINDOW SYSTEM

CMU INFILL W/ FULLY GROUTED

CELLS W/ #5 @ 16" O.C., VERTICAL, TYP.

EM

BE

D M

EN

T

1/

2"

1/

2"

EM

BE

D

M

EN

T

(2) #5 IN FILLED CELLS,

4000 PSI GROUT

EXISTING

BRICK / TILE

3RD FLOOR WINDOW

@ LOWER ROOF

(2) #4 CONT. ACROSS

BOTTOM OF CURTAINWALL

REMOVE EXISTING WOOD

SILL REPLACE W/ POURED

CONCRETE CURB

REPLACE BOLTS FOR EXISTING

CHANNEL CONNECTION W/ 5/8"Ø

THREADED RODS W/ NUT & WASHER,

TOP & BOTTOM, 4" EMBEDMENT

EXISTING CONCRETE

BEAM

CONNECTION TO EXIST.

CONCRETE BY WINDOW /

CURTAINWALL MANUFACTURER

CONNECTION TO EXIST.

CONCRETE BY WINDOW /

CURTAINWALL MANUFACTURER

EXISTING CHANNEL

EXISTING WOOD CURB

TO BE REMOVED

W2 W2

W3 W3 W4

APPLY CONCRETE

BONDING AGENT

APPLY CONCRETE

BONDING AGENT

APPLY CONCRETE

BONDING AGENT

(2) #3 BARS SET WITH EPOXY INTO

EXISTING CONCRETE STRUCTURE AT

EACH MULLION, SEPARATED BY 4" OC,

4" EMBEDMENT. FOR BALANCE OF

DETAIL, PROVIDE #3 @ 16" OC, 4"

EMBEDMENT

APPLY CONCRETE

BONDING AGENT

(2) #3 BARS SET WITH EPOXY INTO

EXISTING CONCRETE STRUCTURE AT

EACH MULLION, SEPARATED BY 4" OC,

4" EMBEDMENT. FOR BALANCE OF

DETAIL, PROVIDE #3 @ 16" OC, 4"

EMBEDMENT

" L

AP

1'-2" TYPICAL, COORD

EXTENTS WITH ARCH

1'-2" TYPICAL, COORD

EXTENTS WITH ARCH

8" TYPICAL, COORD

EXTENTS WITH ARCH

8" TYPICAL, COORD

EXTENTS WITH ARCH

DRILL AND ANCHOR BARS

INTO (E) CONC WITH HILTI

HIT-HY 200 ADHESIVE, TOP

AND BOTTOM

PROVIDE HORIZONTAL

LADDER-TYPE JOINT

REINF @ 16" O.C.

PROVIDE CONT HORIZ BOND

BEAMS REINF WITH (2) #5 BARS

AS FOLLOWS:

1. AT BOTTOM OF WALL

2. WITHIN 16" OF TOP OF WALL

3. ABOVE AND BELOW OPENINGS

4. BALANCE AT 48" O.C. MAX

PROVIDE ADDITIONAL

CONTINUOUS #5 BAR IN

SOLID GROUTED CELL AT

OPENING JAMB (TYP)

2' -8

EXAMPLE FOR ADJUSTABLE HECKMANN ANCHOR:

BRICK

CMU

HECKMANN TRIANGLE

ADJUSTABLE ANCHOR

W/ 12 GAGE SCREW - ON

ANCHOR STRAP @ 16" O.C.

VERT. & 16" O.C. HORIZ.

(2) - 1/4"Ø SCREWS,

1-1/2" MIN. EMBEDMENT

IN CMU, PRE - DRILL

AS REQ'D

(PHOTO IS SHOWN FOR INFORMATIONAL PURPOSES, ONLY)

4"

EM

BE

DM

EN

T

(E) FLOOR

#3 BARS

8"

COORDINATE HEIGHT OF CURB WITH

ARCHITECTURAL CURTAINWALL

REQUIREMENTS, UP TO A MAXIMUM

HEIGHT OF 9"

NTS2 BRICK ANCHOR DETAIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

WINDOW OPENING TYPES

S404

NTS

TYPICAL CURB DETAIL

3110/27/2023

W5

MAIN ENTRY GABLEWING GABLES ROOF DORMER LOUVERS

PROCEDURE CASE 1:

REMOVE WINDOW AND FRAMING IN ITS ENTIRETY.

CHIP AWAY ANY LOOSE, DAMAGED AND OTHER DELETERIOUS

MATERIAL AND REPLACE WITH 4000 PSI GROUT TO FORM A SMOOTH

EDGE FOR ATTACHMENTS. REATTACH WITH 3/8"Ø THREADED RODS

IN EPOXY SCREEN TUBES, SPACED NO GREATER THAN 24" OC,

ALONG SIDES, TOP, AND BOTTOM; 3 1/2" MINIMUM EMBEDMENT

2 - 2X6 FRAMING, EACH

SIDE OF WINDOW

OPEN OPEN

2 - 2X6 FRAMING

EXISTING BRICK

2X4 FRAMING

PROCEDURE CASE 2:

REMOVE WINDOW AND FRAMING IN ITS ENTIRETY.

INSTALL 2"X4" STUD AND ANCHOR TO EXISTING

BRICK WITH 3/8"Ø THREADED RODS IN EPOXY @ 8" MAX.,

SCREEN TUBES, EACH STUD, 3 1/2" EMBEDMENT, MIN.

COORDINATE PLACEMENT OF 2X4 STUDS WITH CONFIGURATION

AND ATTACHMENT REQUIREMENTS OF NEW WINDOW.

OPEN

PROCEDURE:

FRAME ALL SIDES WITH 2X4 FRAMING WITH

(2) 16d NAILS @ 12" OC (MINIMUM OF 4 NAILS ON

EACH SIDE, TOP AND BOTTOM).

PROCEDURE:

USE 3/8"Ø THREADED RODS @ 8" OC MAX IN EPOXY

SCREEN TUBES, 3 1/2" MIN EMBEDMENT, AROUND

FULL PERIMETER OF OPENING.

5/8" PLYWOOD

2X4 FRAMING @ 16" O.C. NAIL

SHEATHING W/ 10d NAILS @ 6" O.C.

WINDOW FRAME

WINDOW FRAME

WINDOW FRAME WINDOW FRAME

W6 W7

WINDOW OPENING TYPES

S405

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

3210/27/2023

HOLLOW CMU

2 - 2X6 FRAMING,

SURROUND, TYP.

OPEN

FILL CELLS SURROUNDING

WINDOW SOLID WITH

GROUT, 8" MIN.

4 4

2X6 FRAMING

EXIST. LINTEL

IF THERE IS NO SOLID MASONRY SURFACE

FOR ANCHOR ATTACHMENT AT BOTTOM OF

WALL, REMOVE ONE COURSE OF BLOCK AND

REPLACE WITH SOLID GROUTED COURSE

EXISTING LINTEL IS ASSUMED TO

PROVIDE A SOLID SURFACE FOR

ANCHOR ATTACHMENT; IF NO SOLID

SURFACE IS PRESENT, INSTALL NEW

STEEL ANGLE LINTEL PER MASONRY

LINTELS GENERAL NOTES, S001

NOTE: THE EXACT LOCATIONS WHERE THIS

DETAIL MAY BE REQUIRED ARE NOT KNOWN.

THE CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS AND APPLY THIS DETAIL IF A

CONDITION IS DISCOVERED IN A HOLLOW CMU

WALL WITH NO EXISTING LINTEL PRESENT.

BRICK

2 - 2X6 FRAMING,

SURROUND, TYP.

OPEN

SMOOTH EDGES W/

GROUT, FILL VOIDS

SOLID WITH GROUT,

ONE FULL CELL

MINIMUM

3 3

2X6 FRAMING

EXIST. LINTEL

FILL W/ 4000 PSI GROUT

ALL VOIDS SURROUNDING

WINDOW, 1'-0" MIN., TYP.

HOLLOW CLAY TILE

OPEN

2 - 2X6 FRAMING,

SURROUND, TYP.

1 1

SAWCUT & REMOVE TOP

FACE OF CLAY TILE SHELL

TO ENSURE PROPER KEYING

OF NEW GROUT

2X6 FRAMING

EXIST. LINTEL

SMOOTH SURFACE W/

4000 PSI GROUT

EXIST. GROUTED

MASONRY

OPEN

2 - 2X6 FRAMING,

SURROUND, TYP.

2 2

2X6 FRAMING

EXIST. LINTEL

FILL W/ 4000 PSI GROUT

2 - 2X6 FRAMING,

SURROUND, TYP.

OPEN

EXISTING SUBSTRATE

FILL W/ CMU, UNGROUTED, V.I.F.

EXISTING STEEL LINTEL

EXAMPLE PHOTO FOR CMU INFILL:

1X6 FRAMING

EXIST. LINTEL

PUNCHED WINDOW ATTACHMENT

SCHEDULE

HOLLOW /

GROUTED CMU

GROUTED

MASONRY2

CLAY TILE

BRICK

NOTE:

1. MAINTAIN AN EDGE DISTANCE OF 2" MIN., AND END

DISTANCE OF 3" MIN. FOR ALL CONNECTIONS INTO WOOD.

2. SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1"

INTO THEIR RESPECTIVE SUBSTRATE.

3. MOST PUNCHED WINDOWS ARE SURROUNDED BY A

COMBINATION OF TWO OR MORE SUBSTRATE TYPES.

USE APPLICABLE ATTACHMENT SCHEDULE.

5. DESIGN VALUES ARE FOR 4'-0" WIDE WINDOW, MAX.

6. MIN. THREE FASTENERS PER WINDOW SIDE.

7. ANCHOR SPACING CAN BE ADJUSTED ± 4" TO ACCOMMODATE

ANY UNFORESEEN CONDITIONS.

MARK CONDITION FASTENER MAX. SPACING

1/2"Ø THREADED

ROD IN EPOXY

SCREEN TUBE

@ 4-1/2" EMBED.

1/2"Ø THREADED

ROD IN EPOXY

SCREEN TUBE

@ 4-1/2" EMBED.

3/16"Ø TITEN

SCREW

3/16"Ø TITEN

SCREW

14"

7"

14"

7"

4. WHERE DIFFERENT SUBSTRATE MATERIALS OCCUR AT THE

SAME WINDOW, UTILIZE THE FASTENER AND SPACING

APPROPRIATE FOR EACH MATERIAL.

8. FOR ANCHORS IN BRICK AND CMU, MAINTAIN AN EDGE

DISTANCE FROM VERTICAL MORTAR JOINTS OF 2" MIN.

5" 5"EQ EQ

5"

EQ

EQ

EQ

2"

ELEVATION SECTION VIEW

NOTE: THE DESIGNED CONNECTIONS ARE FOR

THE WOOD STUD FRAMING TO SURROUNDING

SUBSTRATE. WINDOW HEAD CONNECTION THROUGH

(1) 1X6 AND EXIST. STEEL ANGLE BY WINDOW MANUFACTURER.

ALL OTHER SIDES SHALL BE ATTACHED TO (2) 2X6.

COUNTERSINK

ALL WINDOW ANCHORAGE

OPEN

NTS4 HOLLOW CMUNTS3 BRICK

NTS1 HOLLOW CLAY TILE

NTS2 GROUTED MASONRY

NTS6 CMU INFILL

GENERAL NOTES:

1. CHIP AWAY ANY EXISTING, LOOSE, DAMAGED

OR DELETERIOUS MATERIAL & REPLACE WITH

4000 PSI GROUT.

2. GROUT IS TO BE USED TO FLUSH OUT

SURROUNDING WALLS WITH WINDOW STUD

FRAMING.

3. WHERE GROUT IS USED IN HOLLOW

CLAY TILE OR CMU, PROVIDE A MINIMUM

LAYER OF 2" THICK BETWEEN SUBSTRATE

AND WOOD STUDS.

4. ALL WOOD BUCKS SHALL BE PRESSURE TREATED.

5. ALL FASTENERS IN CONTACT WITH PRESSURE

TREATED LUMBER SHALL BE APPROVED AS SUCH.

EXAMPLE PHOTO FOR CLAY TILE ALL AROUND:

EXAMPLE PHOTO FOR CMU TO GROUT

SILL W/ CLAY TILE ON ALL SIDES: EXAMPLE PHOTO FOR BRICK SILL: EXAMPLE PHOTO FOR BRICK AND CMU SILLS:

NTS5 TYPICAL WINDOW BUCK CONNECTION DETAIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

PUNCHED WINDOW ATTACHMENTS

S406

1 1

1 1

2 2

S4

S4

AT

TI

C

4T H

FL

OO

R

3R D

FL

OO

R

2N D

FL

OO

R

1S T

FL

OO

R

S4

S4

5T H

FL

OO

R

3/ 8"

1'

-0

TY

PI

CA

L C

UR

TA

IN

W

AL

L S

EC

TI

ON

OV

ER

AL

L

WALL SECTIONS

S407

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

N O

TE

S:

1.

R

EF

ER

T O

IN

D

IV

ID

U

AL

S

EC

TI

O

N D

ET

AI

LS

F

O R

N

EW

C O

N

ST

R U

C

TI

O N

3410/27/2023

CURTAINWALL SYSTEM

EXISTING CONCRETE

STRUCTURE, V.I.F.

CONNECTION TO EXIST.

CONCRETE BY WINDOW /

CURTAINWALL MANUFACTURER

(NOTE 2)

4" MINIMUM EDGE

DISTANCE, EACH SIDE

ATTIC

8"

4"

5TH FLOOR

CURTAINWALL SYSTEM

EXISTING CONCRETE

STRUCTURE

EXISTING TOPPING

CURTAINWALL SYSTEM

4"EDGE

DISTANCE

NEW CONCRETE CURB (NOTE 1)

(4) #4 BARS

#3 @ MULLIONS INTO EXISTING

CONCRETE STRUCTURE, 4"

EMBEDMENT, SET W/ EPOXY,

2 @ EACH MULLION 16" SPACING,

MAX. BETWEEN

ATTACHMENT PER WINDOW /

CURTAINWALL MANUFACTURER

1' -2

HSS8x2x1/4, COORDINATE

PLACEMENT WITH WINDOW

FLASHING REQUIREMENTS

1/2"Ø EPOXY ANCHORS, 6"

EMBEDMENT, @ 16" OC MAX

CURTAINWALL SYSTEM

EXISTING CONCRETE

STRUCTURE

(2) - 1/2"Ø EPOXY ANCHORS,

4" EMBEDMENT, 3" GAGE

EXISTING TOPPING

4"

EM

BE

DM

EN

T

HSS8X2X1/4, COORDINATE ELEVATION

WITH ARCH DRAWINGS

WT4X12X0'-8" LONG, SPACED AT 32" OC

MAX, TRIM AS REQ'D

3/16

4TH FLOOR

4"EDGE

DISTANCE

NEW CONCRETE CURB (NOTE 1)

FOR CURB HEIGHTS UP TO 6":

USE (2) #4 x CONT

FOR CURB HEIGHTS BETWEEN

6" AND 9": USE (4) #4 x CONT

#3 @ MULLIONS INTO EXISTING

CONCRETE STRUCTURE, 4"

EMBEDMENT, SET W/ EPOXY,

2 @ EACH MULLION 16" SPACING,

MAX. BETWEEN

ATTACHMENT PER WINDOW /

CURTAINWALL MANUFACTURER

PLATE 3/8"X6"X0'-6" LONG

TR

IM

W T

TO

L

EN

G

TH 3/16

8"

SMOOTH EXISTING CONCRETE

SURFACE WITH 4000 PSI GROUT

CURTAINWALL SYSTEM -

REF ARCHITECTURAL

COORDINATE HEIGHT OF CURB WITH

ARCHITECTURAL CURTAINWALL

REQUIREMENTS, UP TO A MAXIMUM

HEIGHT OF 9"

3/16

3/16

COORDINATE PLACEMENT OF HSS WITH

WINDOW FLASHING REQUIREMENTS

CURTAINWALL SYSTEM

EXISTING CONCRETE

STRUCTURE

EXISTING TOPPING

4"

EM

BE

DM

EN

T

NEW CONCRETE CURB (NOTE 1)

#3 @ MULLIONS INTO EXISTING

CONCRETE STRUCTURE, 4"

EMBEDMENT, SET W/ EPOXY,

2 @ EACH MULLION 16" SPACING,

MAX. BETWEEN

ATTACHMENT PER WINDOW /

CURTAINWALL MANUFACTURER

8"

FOR CURB HEIGHTS UP TO 6":

USE (2) #4 x CONT

FOR CURB HEIGHTS BETWEEN

6" AND 9": USE (4) #4 x CONT

COORDINATE HEIGHT OF CURB WITH

ARCHITECTURAL CURTAINWALL

REQUIREMENTS, UP TO A MAXIMUM

HEIGHT OF 9"

3RD FLOOR

ANCHORAGE PROCEDURES:

1. LAYOUT MULLION ANCHOR LOCATIONS.

2. DRILL 1/4"Ø PILOT HOLES TO CONFIRM NO EXISTING

REINFORCING CONFLICTS.

3. IF CONFLICTS WITH EXISTING REINFORCING, MODIFY

ANCHOR PLATE AS REQ'D FOR ANCHORAGE TO MISS

REINFORCING

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

TYPICAL WALL SECTION @ CURTAINWALL -

ENLARGED DETAIL 1

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

TYPICAL WALL SECTION @ CURTAINWALL -

ENLARGED DETAIL 2

1 1/2" = 1'-0"3

TYPICAL WALL SECTION @ CURTAINWALL -

ENLARGED DETAIL 3

1 1/2" = 1'-0"4

TYPICAL WALL SECTION @ CURTAINWALL -

ENLARGED DETAIL 4

ENLARGED WALL SECTIONS -

CURTAINWALL

S408

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATE BUILDING 1

03/10/2023 MLA WHLRevisions: Date:

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

15090

NOTES:

1. DO NOT CUT EXISTING REINFORCEMENT WHEN INSTALLING ANCHORS.

REFER TO S401 FOR ADDITIONAL INFORMATION.

2. FOR ANCHORAGE DESIGN, ASSUME 2000 PSI CONCRETE. ANCHOR SPACING

SHALL NOT BE LESS THAN 16" OC. MAXIMUM FORCE PER ANCHOR SHALL

NOT EXCEED 1200 LBS.

NOTES:

1. COORDINATE NEW CURB DIMENSIONS WITH EXISTING CONDITIONS. IF CURB

CANNOT BE INSTALLED AS SHOWN, CONTACT STRUCTURAL ENGINEER

BEFORE PROCEEDING WITH NEW CONSTRUCTION.

2. DO NOT CUT EXISTING REINFORCEMENT WHEN INSTALLING ANCHORS.

REFER TO S401 FOR ADDITIONAL INFORMATION.

3. CURTAINWALL HEAD TO BE DESIGNED BY CONTRACTOR TO PERMIT A

STRUCTURAL DEFLECTION OF UP TO 0.5 INCHES WITHOUT DAMAGE TO

CURTAINWALL SYSTEM.

NOTES:

1. COORDINATE NEW CURB DIMENSIONS WITH EXISTING CONDITIONS. IF CURB

CANNOT BE INSTALLED AS SHOWN, CONTACT STRUCTURAL ENGINEER

BEFORE PROCEEDING WITH NEW CONSTRUCTION.

2. ANCHOR EMBEDMENT SHALL BE MEASURED FROM FACE OF EXISTING

CONCRETE BEAM.

3. DO NOT CUT EXISTING REINFORCEMENT WHEN INSTALLING ANCHORS.

REFER TO S401, MECHANICAL ANCHORING SYSTEMS NOTES, FOR

ADDITIONAL INFORMATION.

4. CURTAINWALL HEAD TO BE DESIGNED BY CONTRACTOR TO PERMIT A

STRUCTURAL DEFLECTION OF UP TO 0.5 INCHES WITHOUT DAMAGE TO

CURTAINWALL SYSTEM.

NOTES:

1. COORDINATE NEW CURB DIMENSIONS WITH EXISTING CONDITIONS. IF CURB

CANNOT BE INSTALLED AS SHOWN, CONTACT STRUCTURAL ENGINEER

BEFORE PROCEEDING WITH NEW CONSTRUCTION.

2. DO NOT CUT EXISTING REINFORCEMENT WHEN INSTALLING ANCHORS.

REFER TO S401 FOR ADDITIONAL INFORMATION.

3. CURTAINWALL HEAD TO BE DESIGNED BY CONTRACTOR TO PERMIT A

STRUCTURAL DEFLECTION OF UP TO 0.5 INCHES WITHOUT DAMAGE TO

CURTAINWALL SYSTEM.