04 Structural 54218106_Drawings_FinalCD_013120.pdf

1 GENERAL NOTES

1.1. CODES AND DESIGN CRITERIA

a BUILDING CODE: INTERNATIONAL EXISTING BUILDING CODE b RISK CATEGORY IV

1.2. DESIGN LOADS

a ROOF LOAD

DEAD LOAD 25 PSF

LIVE LOAD 20 PSF

b ATTIC ADJACENT TO AHU

LIVE LOAD 20 PSF

c MECHANICAL EQUIPMENT SEE PLAN d FLOOR LOAD (EXISTING)

DEAD LOAD 80 PSF

LIVE LOAD 75 PSF

e SNOW LOAD GROUND SNOW LOAD Pg 30 PSF IMPORTANCE FACTOR Is 1.1 SNOW EXPOSURE FACTOR Ce 1.0 SNOW THERMAL FACTOR Ct 1.0 FLAT ROOF SNOW LOAD Pf 23 PSF f WIND LOADS (ASCE7-10)

MWFRS

BASIC WIND SPEED 120 mph (3 SEC GUST)

RISK CATEGORY IV

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT +/- .18

COMPONENTS & CLADDING

TRIBUTARY AREA 10 SQUARE FEET

ROOF ZONE 1 +16/-59 PSF

ROOF ZONE 2 +16/-77 PSF

ROOF ZONE 3 +16/-105 PSF

WALLS (TRIBUTARY AREA > 100 SQUARE FEET)

WALL ZONE 4 +28/-34 PSF

WALL ZONE 5 +28/-39 PSF

g SEISMIC LOADS

RISK CATEGORY IV

SEISMIC IMPORTANCE FACTOR 1.5

Ss .193 Sds .206 S1 .048 Sd1 .027

SITE CLASS D

SEISMIC DESIGN CATEGORY C

1.3 GENERAL REQUIREMENTS

a DEFINITIONS

PRIMARY STRUCTURAL SYSTEM IS THE COMPLETED

COMBINATION OF ELEMENTS WHICH SERVE TO

SUPPORT THE BUILDING'S SELF-WEIGHT, THE

APPLICABLE LIVE LOAD, AND THE ENVIRONMENTAL LOADS

SUCH AS WIND, SEISMIC.

PRE-ENGINEERED STRUCTURAL ELEMENTS ARE

STRUCTURAL ELEMENTS WHICH ARE SPECIFIED BY THE

OWNER AS DESIGN DELEGATED ITEMS TO BE THE

DESIGN RESPONSIBILITY OF A SPECIALTY STRUCTURAL

ENGINEER (SSE)

SPECIAL INSPECTION IS INSPECTION PERFORMED BY A

QUALIFIED PERSON, APPROVED BY THE BUILDING

OFFICIAL, FOR THE TYPES OF WORK REQUIRING

INSPECTION PER THE GOVERNING CODES AND

CONTRACT DOCUMENTS.

SPECIALTY STRUCTURAL ENGINEER (SSE) IS A

LICENSED PROFESSIONAL/STRUCTURAL ENGINEER, NOT

THE SER, WHO IS RESPONSIBLE FOR SEALING PLANS AND

DESIGNS FOR PRE-ENGINEERED STRUCTURAL ELEMENTS

WHICH ARE NECESSARY FOR THE STRUCTURE TO BE

COMPLETED AND THE OWNER HAS DESIGNATED AS DESIGN

DELEGATED ITEMS.

STRUCTURAL ENGINEER OF RECORD (SER) IS THE

STRUCTURAL ENGINEER WHO IS LEGALLY ELIGIBLE TO SEAL

THE STRUCTURAL DOCUMENTS FOR A BUILDING PROJECT.

THE SER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY

STRUCTURAL SYSTEM.

DESIGNATED REPRESENTATIVE FOR CONSTRUCTION (COR

- I.E., COR) IS RESPONSIBLE FOR THE OVERALL

CONSTRUCTION OF THE PROJECT INCLUDING PROJECT

SCHEDULING, JOB SITE SAFETY AND MEANS AND

METHODS OF CONSTRUCTION.

SPECIAL INSPECTOR: A QUALIFIED PERSON EMPLOYED

OR RETAINED BY AN APPROVED AGENCY AND

APPROVED BY THE BUILDING OFFICIAL AS HAVING THE

COMPETENCE NECESSARY TO INSPECT A PARTICULAR TYPE

OF CONSTRUCTION REQUIRING SPECIAL INSPECTION.

b THE STRUCTURAL DRAWINGS ARE TO BE USED IN

CONJUNCTION WITH THE SPECIFICATIONS AND THE

GEOTECHNICAL REPORT.

c THE COR SHALL COORDINATE WITH THE MECHANICAL

AND ARCHITECTURAL DRAWINGS AND WITH THE

MECHANICAL CONTRACTOR, THE LOCATION OF ALL

MECHANICAL EQUIPMENT.

d THE COR SHALL NOTIFY THE ARCHITECT IF THE

WEIGHTS OF MECHANICAL UNITS ETC. ARE DIFFERENT FROM

THE WEIGHTS POSTED ON THE DESIGN DRAWINGS.

DISCREPANCIES SHALL BE RESOLVED BEFORE

PROCEEDING WITH CONSTRUCTION.

e THE COR SHALL NOTIFY THE ARCHITECT/ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES TO AVOID THE

POSSIBILITY OF UNNECESSARY FUTURE PROBLEMS AND

POSSIBLE FIELD ORDERS. FAILURE TO DO SO WILL PUT THE

FULL RESPONSIBILITY OF CORRECTION ON THE COR.

f THE COR SHALL COORDINATE THE WORK OF ALL

TRADES AND MAKE NECESSARY INVESTIGATIONS AND

FIELD MEASUREMENTS.

g DO NOT SCALE DRAWINGS.

h THE SER HAS NO SUPERVISORY RESPONSIBILITY, HAS

NO CONTROL OF OR RESPONSIBILITY FOR THE MEANS,

METHODS, TECHNIQUES, PROCEDURES OR SEQUENCE OF

CONSTRUCTION, HAS NO RESPONSIBILITY FOR THE FAILURE

OF ANY CONTRACTOR TO PERFORM THE WORK IN

ACCORDANCE WITH THE DESIGN DOCUMENTS AND NO

RESPONSIBILITY TO DEVISE, IMPLEMENT OR ENFORCE ANY

SAFETY PRECAUTIONS OR PROGRAMS FOR THE PROJECT

1.4 SLEEVES, ANCHORAGES, OPENINGS, ETC.

a IN GENERAL, STRUCTURAL DRAWINGS DO NOT SHOW

EQUIPMENT PADS, DRAINS, HOLES, ANCHORAGES,

INSERTS AND SLEEVES FOR ITEMS PASSING THROUGH OR

ATTACHED TO CONCRETE OR FRAMING. REFER TO

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL

DRAWINGS AND PROJECT SPECIFICATIONS. ADJUST

EQUIPMENT PADS AND SUB FRAMING TO FIT

EQUIPMENT FURNISHED.

b PROVIDE SUB FRAMING FOR EQUIPMENT SUPPORTED

ON OR SUSPENDED FROM THE STRUCTURE.

1.5 STRUCTURAL STABILITY AND CONSTRUCTION

a INDIVIDUAL STRUCTURAL COMPONENTS ARE DESIGNED

TO SUPPORT LOADS IN THEIR FINAL ERECTED POSITION AS PART

OF THE TOTAL COMPLETED STRUCTURE.

b COR TO PROVIDE TEMPORARY GUYING AND BRACING

AS REQUIRED UNTIL ALL CONSTRUCTION AFFECTING

LATERAL STABILITY IS COMPLETED.

c COR SHALL BE SOLELY RESPONSIBLE FOR STABILITY OF

STRUCTURE, ITS PARTS BY USE OF GUYING, BRACING, SHORING,

BARRICADES, SAFETY RAILINGS AND DEVICES DURING THE

ENTIRE PERIOD OF CONSTRUCTION.

d COR SHALL BE SOLELY RESPONSIBLE FOR ALL JOB

SITE SAFETY AND MEANS AND METHOD OF

CONSTRUCTION.

1.6 SHOP DRAWINGS AND TEST REPORTS

a COR SHALL CHECK ALL SHOP DRAWINGS BEFORE

SUBMITTAL TO SER FOR REVIEW.

b COR SHALL PREPARE A SHOP DRAWING SUBMITTAL

SCHEDULE WITH A MINIMUM OF TWO WEEKS INCLUDED FOR THE

SER'S REVIEW OF EACH SUBMITTAL LISTED BELOW.

c REVIEW BY SER WILL BE FOR CONFORMANCE TO

GENERAL LAYOUT AND DESIGN INTENT ONLY.

d CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

ACCURACY OF DIMENSIONS, FABRICATION, FIT UP OF PARTS AND

BILLS OF MATERIALS.

e CONTRACTOR SHALL COORDINATE WORK OF VARIOUS

TRADES AND MAKE NECESSARY FIELD MEASUREMENTS.

f THE CONTRACT SPECIFICATIONS PROVIDE A COMPLETE

LISTING OF SUBMITTALS. THE FOLLOWING IS A

SUMMARY OF THE REQUIRED SUBMITTALS:

CONCRETE

CONCRETE MIX DESIGNS WITH ASSOCIATED

HISTORICAL TEST DATA

REINFORCING STEEL PLACEMENT DRAWINGS PER

ACI 315

CONCRETE MASONRY

PRODUCT DATA SHEETS

REINFORCING STEEL PLACEMENT DRAWINGS

STRUCTURAL STEEL

STRUCTURAL STEEL SHOP DRAWINGS

CONNECTION DESIGN SIGNED AND SEALED BY

LICENSED SSE.

METAL DECK (ROOF)

SHOP DRAWINGS

MISCELLANEOUS METALS (STAIRS/HANDRAIL/GUARD

RAIL/LADDERS ETC.)

STRUCTURAL STEEL SHOP DRAWINGS

DESIGN CALCULATIONS SIGNED AND SEALED BY

LICENSED SSE.

UNDERPINNING/SHORING PROCEDURES AND SEALED

CALCULATIONS

1.7 DEFERRED SUBMITTALS - OWNER SPECIFIED DESIGN DELEGATED

COMPONENTS

a CERTAIN COMPONENTS OF THE COMPLETED

CONSTRUCTION ARE DESIGN DELEGATED TO THE

MANUFACTURER OF THE COMPONENT. THE

MANUFACTURER'S SSE SHALL BE RESPONSIBLE FOR THE DESIGN

OF THE COMPONENT. THE FOLLOWING ARE DESIGNATED TO BE

DESIGN DELEGATED COMPONENTS ON THIS PROJECT:

b STRUCTURAL STEEL CONNECTIONS c MISCELLANEOUS METALS (STAIRS, GUARDRAIL, HANDRAIL, LADDERS, ETC.)

d TEMPORARY SHORING AND BRACING e UNDERPINNING FOUNDATIONS f TEMPORARY EARTH RETENTION SYSTEMS g OTHER WORK AS LISTED ON DRAWINGS, SPECIFICATIONS AND CUSTOMARY INDUSTRY

STANDARDS. WHERE DELEGATION OF DESIGN IS

SPECIFIED,

h THE MANUFACTURER SHALL BE RESPONSIBLE FOR

RETAINING THE SERVICES OF A LICENSED SPECIALTY

STRUCTURAL ENGINEER (SSE) IN THE STATE HAVING

JURISDICTION. THE SSE SHALL DESIGN AND DETAIL

COMPONENTS TO MEET GOVERNING BUILDING CODES,

STANDARDS AND THE SPECIFIED PERFORMANCE

CRITERIA. SIGNED AND SEALED CALCULATIONS SHALL BE

SUBMITTED FOR RECORD. THE DESIGN DELEGATED SSE

SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN OF THE

COMPONENT.

i SSE SUBMITTALS WILL BE REVIEWED BY THE SER FOR

LOADING CRITERIA AND GENERAL CONFORMANCE TO

THE PRIMARY STRUCTURAL SYSTEM.

1.8 DEMOLITION

a THE ARCHITECTURAL/STRUCTURAL DEMOLITION

DRAWINGS INDICATE THE GENERAL AREAS OF

DEMOLITION. THE COR SHALL VERIFY IN THE FIELD ALL

ITEMS TO BE REMOVED TO MEET THE REQUIREMENTS OF

THE CONTRACT DOCUMENTS.

b THE COR SHALL CAREFULLY REMOVE ONLY THE

EXISTING ITEMS IDENTIFIED ON THE ARCHITECTURAL AND

STRUCTURAL DRAWINGS.

c IN NO CASE SHALL THE REMOVAL OF ANY PORTION

OF THE EXISTING STRUCTURE BE PERFORMED IN SUCH A

WAY AS TO AFFECT THE STRUCTURAL INTEGRITY OF THE

REMAINING PORTION OF THE BUILDING.

d THE CONTRACTOR SHALL NOTIFY THE SER IMMEDIATELY

OF ANY STRUCTURAL ITEMS WHICH NEED TO BE

DEMOLISHED BUT ARE NOT CLEARLY IDENTIFIED ON THE

STRUCTURAL OR ARCHITECTURAL DRAWINGS.

e THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF

THE DEMOLITION TO THE EXISTING STRUCTURE TO

ONLY THAT REQUIRED TO INSTALL THE NEW BUILDING

MODIFICATIONS.

2 FOUNDATIONS

2.1 GENERAL

a THE FOUNDATION DESIGN IS BASED ON THE

GEOTECHNICAL REPORT PREPARED BY (LATER) AND

DATED (LATER). REFER TO GEOTECHNICAL REPORT FOR

ADDITIONAL GEOTECHNICAL REQUIREMENTS.

b SUMMARY OF GEOTECHNICAL DESIGN VALUES

SHALLOW STRIP AND SPREAD FOOTINGS

ALLOWABLE SOIL BEARING PRESSURE 3,000 PSF

DEPTH OF FOOTING BELOW FINISHED GRADE 42”.

BASEMENT (RESTRAINED), RETAINING WALLS

(UNRESTRAINED) WALLS

BACKFILL - GRANULAR

DENSITY - 115 PCF

ACTIVE LATERAL PRESSURE (UN RESTRAINED) - 45 PSF/FT

AT REST LATERAL PRESSURE (RESTRAINED) - 65 PSF/FT

SURCHARGE COEFFICIENT (UN-RESTRAINED) - .3 X

LOAD(PSF) - PSF

SURCHARGE COEFFICIENT (RESTRAINED) - .5 X LOAD (PSF)

- PSF

COEFFICIENT OF SLIDING RESISTANCE - .4

c CONTRACTOR SHALL LOCATE ALL EXISTING BELOW GRADE

UTILITIES AND INTERFERENCES PRIOR TO START OF

WORK. NOTIFY THE SER OF ANY INTERFERENCE.

d REFER TO CIVIL DRAWINGS FOR ALL SOIL IMPROVEMENT, SITE PREPARATION, GRADING, EROSION PROTECTION AND

SITE UTILITY WORK.

e STRIP TOPSOIL OVER THE ENTIRE BUILDING AREA.

f PROTECT ALL EXPOSED SURFACES IN ACCORDANCE WITH

THE GEOTECHNICAL REPORT.

g MAINTAIN ALL EXCAVATIONS FREE OF WATER

CONTINUOUSLY

h COR SHALL BE RESPONSIBLE FOR ALL SHORING/BRACING

OF EXCAVATIONS.

i ALL SHALLOW FOUNDATIONS SHALL BE LOCATED SHALL

BEAR AT SUFFICIENT DEPTH TO PROVIDE ADEQUATE

FROST COVERAGE PER LOCAL REQUIREMENTS.

j A GEOTECHNICAL TESTING SERVICE SHALL CONFIRM ALL

SOIL BEARING CAPACITIES PRIOR TO PLACEMENT OF

CONCRETE FOUNDATIONS.

k DO NOT BACKFILL BEHIND BASEMENT WALLS UNTIL ALL

FRAMING IS COMPLETED UNLESS TEMPORARY

BRACING/SHORING IS PROVIDED BY THE COR'S SSE.

l ALL STRUCTURAL FILL AND GENERAL FILL SHALL MEET THE

REQUIREMENTS OF THE GEOTECHNICAL REPORT

INCLUDING MATERIAL SPECIFICATION AND COMPACTION

REQUIREMENTS.

m ALL BASEMENT AND RETAINING WALLS ARE DESIGNED

CONSIDERING A GRANULAR BACKFILL MATERIAL.

2.2 SHORING AND UNDERPINNING FOUNDATIONS

a SHORING AND UNDERPINNING ARE DESIGNATED AS A

DELEGATED DESIGN ITEMS AND SHALL BE DESIGNED BY

THE COR'S GEOTECHNICAL ENGINEER AND LICENSED

PROFESSIONAL ENGINEER.

b ALL SHORING OF EXISTING FOUNDATIONS REQUIRED BY

THE COR DUE TO EXCAVATIONS NEAR EXISTING

STRUCTURES AND UNDERPINNING OF EXISTING

FOUNDATIONS AS INDICATED ON THE DESIGN DRAWINGS

IS A DELEGATED DESIGN ITEM AND SHALL BE DESIGNED BY

THE COR'S GEOTECHNICAL AND LICENSED STRUCTURAL

ENGINEERS.

c ANY UNDERPINNING PROCEDURES INDICATED ON THE

DESIGN DRAWINGS ARE CONCEPTUAL ONLY AND SHALL BE

CONFIRMED BY THE COR'S GEOTECHNICAL AND

STRUCTURAL ENGINEERS.

d SUBMIT SHORING AND UNDERPINNING PROCEDURES AND

SEALED CALCULATIONS TO THE ARCHITECT FOR RECORD

PURPOSES ONLY.

3 CONCRETE CONSTRUCTION

3.1 CAST IN PLACE CONCRETE

a GENERAL REQUIREMENTS

ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-10,

SPECIFICATION FOR STRUCTURAL CONCRETE, EXCEPT AS

MODIFIED BY THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

SUBMITTALS

CONCRETE MIXES WITH HISTORICAL TEST DATA.

MATERIAL CERTIFICATES: CEMENT, AGGREGATES, ADMIXTURES,

REINFORCING STEEL

REINFORCING STEEL PLACEMENT DRAWINGS

b PRODUCTS

REINFORCING BARS: ASTM A615 GRADE 60

REINFORCING BARS WELDABLE: ASTM A706 GRADE 60

PLAIN WIRE FABRIC: ASTM A185

AGGREGATES: ASTM C33

WATER: POTABLE ASTM C94

ADMIXTURES

AIR ENTRAINING ASTM C260

CHEMICAL ADMIXTURES ASTM C 494

AIR CONTENT FOR CONCRETE EXPOSED TO WEATHER: 4 TO 7%.

SLUMP: 4"

CONCRETE STRENGTH: F'C 4,000 PSI AT 28 DAYS

MIXING PER ASTM C94

CURING COMPOUNDS: ASTM C309 OR C1315

c EXECUTION

CONCRETE COVER

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO

EARTH 3"

CONCRETE EXPOSED TO EARTH OR WEATHER 2"

CONCRETE NOT EXPOSED TO WEATHER 1-1/2"

ALL FOOTINGS, WALL FOOTINGS, GRADE BEAMS AND PILE/CAISSON

CAPS SHALL BE FORMED UNLESS NOTED.

LAP SPLICE LENGTHS PER ACI 318 CHAPTERS 12 USING A CLASS B

SPLICE. ALL WELDED WIRE FABRIC SHALL BE LAPPED ONE GRID

MINIMUM

LOCATE JOINTS AS SHOWN ON PLANS; WHERE NOT SHOWN,

CONTROL OR CONSTRUCTION JOINTS SHALL BE PLACED IN

ACCORDANCE WITH ACI RECOMMENDATIONS I.E., A MAXIMUM

PANEL SIZE (IN FEET) EQUAL TO APPROXIMATELY THREE TIMES

THE THICKNESS OF THE SLAB (IN INCHES) IN BOTH DIRECTIONS.

HOOK ENDS OF BARS INTERRUPTED BY OPENINGS.

HOOK TOP BARS AT ALL CONCRETE EDGES, AT ALL WALL AND

SLAB OPENINGS,

PROVIDE 2-#5 BARS X OPENING WIDTH PLUS 4 FEET (2 FEET EACH

SIDE) EACH FACE, UNLESS SHOWN OTHERWISE.

PLACEMENT OF CONCRETE IN COLD WEATHER SHALL COMPLY

WITH ACI306

PLACEMENT OF CONCRETE IN HOT WEATHER SHALL COMPLY WITH

ACI305

TOLERANCES SHALL MEET ACI 117, ACI 301 AND ACI 318 AS A

MINIMUM.

SOILS (IBC 2018 TABLE 1705.6)

1 VERIFY BEARING CAPACITY BELOW SHALLOW FOUNDATIONS (P)

2 VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH AND REACHED PROPER

MATERIAL (P).

3 PERFORM CLASSIFICATION AND TESTING OF COMPACTED MATERIAL (P)

4 VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING

PLACEMENT AND COMPACTION OF COMPACTED MATERIAL (C).

5 PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY

THAT SITE HAS BEEN PROPERLY PREPARED (P)

6 VERIFY SOIL IMPROVEMENT HAS BEEN PERFORMED PROPERLY (P)

1.9 STRUCTURAL TESTS AND INSPECTIONS (IBC 2018)

a AN INDEPENDENT APPROVED AGENCY SHALL PROVIDE SPECIAL INSPECTIONS

AND TESTS DURING CONSTRUCTION IN ACCORDANCE WITH CHAPTER 17 OF

IBC 2018.

b THE APPROVED AGENCY'S SPECIAL INSPECTOR SHALL OBSERVE THE WORK

ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND

SPECIFICATIONS.

c THE APPROVED AGENCY SHALL KEEP RECORDS OF ALL SPECIAL INSPECTIONS

AND TESTS AND SUBMIT REPORTS TO THE BUILDING OFFICIAL AND THE SER.

d ALL DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF

THE COR FOR CORRECTION. IF UNCORRECTED, THE APPROVED AGENCY SHALL

NOTIFY THE BUILDING OFFICIAL AND THE SER.

e REFER TO IBC 2018 1704.5 FOR SUBMITTALS TO THE BUILDING OFFICIAL IN

ADDITION TO THE REPORTS.

f THE APPROVED AGENCY SHALL SUBMIT A FINAL REPORT STATING WHETHER THE

WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE

APPROVED CONTRACT DOCUMENTS AND THE APPLICABLE WORKMANSHIP

PROVISIONS OF THIS CODE.

g QUALITY CONTROL SHALL BE THE RESPONSIBILITY OF THE

FABRICATOR/ERECTOR IN ACCORDANCE WITH AISC360-10 CHAPTER N.

h JOB SITE VISITS BY THE SER DO NOT CONSTITUTE AN OFFICIAL SPECIAL

INSPECTION.

STATEMENT OF SPECIAL INSPECTIONS:

a REFER TO THE REFERENCED DOCUMENTS (IBC 2018 CHAPTER 17, AISC 360-14

CHAPTER N, ACI530-13 CHAPTER 3, ) FOR ADDITIONAL DESCRIPTIONS OF

REQUIREMENTS.

b STRUCTURAL OBSERVATIONS FOR SEISMIC NOT REQUIRED: SDC-C c STRUCTURAL OBSERVATIONS FOR WIND NOT REQUIRED VASD = 93 mph d THE FOLLOWING LIST OF MATERIALS AND WORK REQUIRE SPECIAL INSPECTIONS

(P) PERIODIC; (C) CONTINUOUS

STRUCTURAL STEEL (1705.2 - AISC360-14 CHAPTER N)

1 INSPECTION TASKS PRIOR TO WELDING SHOP/FIELD (AISC360-10 TABLE N5.4-1 &

AWS D1.1)

a REVIEW WELDING PROCEDURE SPECIFICATIONS (WPS) & WELDING CONSUMABLES

(C) b FIT UP GROOVE AND FILLET WELDS (P) c CONFIGURATION OF ACCESS HOLES (P)

2 INSPECTION TASKS DURING WELDING SHOP/FIELD (AISC360-10 TABLE N5.4-2 & AWS

D1.1) a QUALIFIED WELDERS (C) b CONTROL AND HANDLING OF CONSUMABLES (C) c NO WELDING OVER TACK WELDS (C) d ENVIRONMENTAL CONDITIONS (C) e WPS FOLLOWED (C) f WELDING TECHNIQUES (C)

3 INSPECTION TASKS AFTER WELDING SHOP/FIELD (AISC360-10 TABLE N5.4-3 & AWS

D1.1) a WELDS CLEANED (C) b SIZE, LENGTH, LOCATION OF WELDS (C) c WELDS MEET VISUAL ACCEPTANCE CRITERIA (C) d CJP GROOVE WELD NDT PER AWS D1.1 (C)

4 INSPECTION TASKS PRIOR TO BOLTING (AISC360-10 TABLE N5.6-1)

a BOLT MATERIAL GRADE b PROPER FASTENERS USED PER CONTRACT DOCUMENTS (P) c PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL (P) d CONNECTION ELEMENTS INCLUDING FAYING SURFACES MEET REQUIREMENTS (P) e PROPER STORAGE OF FASTENER COMPONENTS (P)

5 INSPECTION TASKS DURING BOLTING (AISC360-10 TABLE N5..6-2)

a FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND

POSITIONED AS REQUIRED (P).

b JOINT BROUGHT TO SNUG TIGHT CONDITION (P) c FASTENER COMPONENT NOT TURNED BY WRENCH PREVENTED FROM ROTATING

(P) d FASTENERS PRETENSIONED PER RCSC SPECIFICATION (P)

6 INSPECTION TASKS AFTER BOLTING (AISC360-10 TABLE N5.6-3)

a DOCUMENT ACCEPTED OR REJECTED BOLTED CONNECTIONS (C)

7 INSPECTION OF ANCHOR RODS IN CONFORMANCE WITH CONTRACT DOCUMENTS.

(P)

8 INSPECTION OF STEEL FRAME/CONNECTION DETAILS IN CONFORMANCE WITH

CONTRACT DOCUMENTS. (P)

MASONRY CONSTRUCTION (ACI530-13 LEVEL B QUALITY ASSURANCE TABLE 3.1.2)

1 VERIFY COMPLIANCE WITH APPROVED SUBMITTALS (P)

2 AS MASONRY CONSTRUCTION BEGINS, VERIFY COMPLIANCE OF THE FOLLOWING:

a PROPORTIONS OF SITE-PREPARED MORTAR (P) b CONSTRUCTION OF MORTAR JOINTS (P) c GRADE AND SIZE OF REBAR (P) d LOCATION OF REINFORCEMENT AND CONNECTORS 9P)

3 PRIOR TO GROUTING, VERIFY COMPLIANCE OF FOLLOWING:

a GROUT SPACE b GRADE, TYPE AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS (P) c PLACEMENT OF REINFORCEMENT AND CONNECTORS (P) d PROPORTIONS OF SITE PREPARED GROUT e CONSTRUCTION OF MORTAR JOINTS (P)

4 VERIFY DURING CONSTRUCTION:

a SIZE AND LOCATION OF STRUCTURAL ELEMENTS (P) b TYPE, SIZE AND LOCATION OF ANCHORS INCLUDING OTHER DETAILS OF ANCHORAGE

TO MASONRY (P)

c WELDING OF REINFORCEMENT (C).

d PREPARTION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD/HOT

WEATHER (P)

e PLACEMENT OF GROUT (C)

5 OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS.

(P)

6 MINIMUM TESTS

a VERIFY SLUMP FLOW AND VISUAL STABILITY INDEX.

b VERIFICATION OF f`m PRIOR TO CONSTRUCTION

CONCRETE CONSTRUCTION (IBC 2018 TABLE 1705.3)

1 REINFORCEMENT PLACEMENT (P)

2 REINFORCING BAR WELDING (P)

3 ANCHORS CAST IN CONCRETE (P)

4 POST INSTALLED ANCHORS

a ADHESIVE (C) b MECHANICAL (P)

5 VERIFY USE OF REQUIRED MIX (P)

6 STRENGTH, SLUMP, AIR, TEMPERATURE TEST OF CONCRETE PRIOR TO

PLACEMENT (C)

7 CONCRETE PLACEMENT (C)

8 VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES (P)

9 INSPECT ERECTION OF PRECAST MEMBERS INCLUDING CONNECTIONS (P)

10 INSPECT FORMWORK (P)

RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

542-18-106

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

Bancroft Project No. 18-102

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

T: F:

www.bancroft-ae.com www.bancroft-ae.com

30 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

31 JAN 2020

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

STRUCTURAL

GENERAL NOTES

S001

MW PW

AutoCAD SHX Text

NTS

AutoCAD SHX Text

STRUCTURAL GENERAL NOTES

AutoCAD SHX Text S001

AutoCAD SHX Text d MAXIMUM LIVE LOAD DEFLECTION L/360; TOTAL LOAD L/240.

e JOISTS SHALL BE REINFORCED WHERE CONCENTRATED

LOADS ARE PLACED BETWEEN PANEL POINTS IN

ACCORDANCE WITH THE JOIST MANUFACTURER'S

RECOMMENDATIONS.

f JOISTS SHALL BE PRIMED PAINTED WITH MANUFACTURER'S

STANDARD PRIMER UNLESS NOTED OTHERWISE IN THE

PROJECT SPECIFICATION.

5.2 METAL ROOF DECK (MRD)

a METAL ROOF DECK SHALL CONFORM TO STEEL DECK

INSTITUTE SPECIFICATIONS. METAL ROOF DECK TO BE WIDE

RIB 1-1/2" -22 GAGE STEEL DECK, UNLESS NOTED, WITH

NESTING SIDE LAPS LAID 3 SPANS MINIMUM CONTINUOUS.

DECK TO BE GALVANIZED.

b UNLESS NOTED, WELD DECK TO SUPPORT MEMBERS WITH

5/8" PUDDLE WELDS IN A 36/5 PATTERN. PLACE 5/8" DIAMETER

PUDDLE WELDS 6" ON CENTER AT ALL EDGES OF DECK

ADJACENT TO WALLS AND OPENINGS.

c FASTEN SIDE LAPS AT 2'-0" MAXIMUM SPACING WITH #10 HEX

WASHER HEAD SELF-DRILLING SCREWS. WELD WASHERS

SHALL BE USED FOR ALL MATERIAL THICKNESSES LESS THAN

.028.

d DO NOT SUSPEND ANYTHING FROM METAL ROOF DECK.

e COAT WELDS AND ABRADED AREAS WITH ZINC RICH

GALVANIZING PRIME PAINT.

f DECK MANUFACTURER SHALL PROVIDE REINFORCING FOR

ALL OPENINGS UP TO 18"X18". ALL OPENINGS SHALL BE

REINFORCED WITH L4X4X3/8 FRAMES SPANNING BETWEEN

SUPPORT MEMBERS.

5.3 MISCELLANEOUS METALS

a ALL MISCELLANEOUS METALS WORK (GRATING, STAIR

TREADS, SAFETY PLATE, STAIR STRINGERS, LADDERS AND

GUARDRAILS/HANDRAILS) ARE DESIGNATED AS DELEGATED

DESIGN ITEMS TO BE DESIGNED BY THE COR'S SSE.

b MISCELLANEOUS METALS SHALL MEET THE DESIGN

REQUIREMENTS OF THE BUILDING CODE NOTED ABOVE AND

OSHA AND ASCE 7 SECTION 4.4.

c FLOOR GRATING SHALL BE SERRATED GALVANIZED WELDED

GRATING (19W4) WITH 1-1/4" DEEP X 3/16" BEARING BARS

SPACED 1-3/16" ON CENTER AND CROSS BARS SPACED 4" ON

CENTER.

d STAIR TREADS SHALL HAVE THE SAME PATTERN AS THE

GRATING AND HAVE AN ABRASIVE NOSING ON THE FRONT

EDGE. GRATING SHALL CONFORM TO ANSI-NAAM MBG531.

e STANDARD GALVANIZED GRATING CLIPS SHALL BE USED TO

ATTACH GRATING TO THE SUPPORT STEEL. ALL EDGES SHALL

BE BANDED. ALL OPENINGS AROUND PENETRATIONS

EXCEEDING 1-1/2" DIAMETER SHALL BE PROTECTED BY 4" TOE

PLATES. OPENINGS GREATER THAN 8" DIAMETER SHALL BE

PROTECTED BY TOE PLATES AND HANDRAIL.

f CHECKERED SAFETY PLATE: GALVANIZED ASTM A36 SAFETY

PLATE. 1/4" THICK EXCLUSIVE OF HEIGHT OF RAISED PATTERN.

g GUARDRAIL/HANDRAIL SHALL BE DESIGNED TO MEET CODES

LISTED ABOVE. POSTS AND RAILS SHALL BE A MINIMUM 1-1/2"

DIAMETER STANDARD GALVANIZED PIPE (ASTM A53 GR B)

WITH ALL WELDED JOINTS AND FIELDED BOLTED TO

STRINGERS. POSTS SHALL BE SPACED NO GREATER THAN

4'-0" ON CENTER. SHOP FABRICATE IN AS LARGE OF

SECTIONS AS POSSIBLE FOR EASE OF ERECTION. ALL EDGES

SHALL BE ROUNDED AND WELDS GROUND SMOOTH.

h GUARDRAIL AND HANDRAIL SHALL NOT BE USED AS LIFE LINE

TIE OFFS.

i SWING GATES AND CHAINS SHALL CONFORM TO ALL

APPLICABLE CODES.

j LADDERS AND SAFETY CAGES (AS REQUIRED) ASTM A36 -

GALVANIZED

5 METALS

5.1 STRUCTURAL STEEL

a GENERAL

ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE

AISC 360-10 "SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS", "SPECIFICATION FOR STRUCTURAL JOINTS

USING ASTM A325 OR A490 BOLTS" 2009, "CODE OF

STANDARD PRACTICE FOR STEEL BUILDINGS AND

BRIDGES," 2010 AND AWS D1.1 2010.

THE PROVISIONS OF THE ALLOWABLE STRENGTH DESIGN

METHOD (ASD) WAS USED AS A BASIS FOR DESIGN. ALL

FORCES/REACTIONS INDICATED ON THE DESIGN

DOCUMENTS ARE THEREFORE NON-FACTORED ASD

FORCES/REACTIONS.

THE CONTRACTOR'S STRUCTURAL STEEL DETAILER SHALL

PREPARE STEEL ERECTION AND SHOP DRAWINGS IN

ACCORDANCE WITH THE GUIDELINES AND GOOD

PRACTICES NOTED IN THE AISC “DETAILING FOR STEEL

CONSTRUCTION.” THIRD EDITION

STEEL CONNECTIONS ARE DESIGNATED AS A DESIGN

DELEGATED COMPONENT TO BE DESIGNED BY THE COR'S

SSE.

SUBMITTALS

CHECKED STEEL SHOP DRAWINGS: PREPARED IN

ACCORDANCE WITH AISC DETAILING FOR STEEL

CONSTRUCTION 3RD ED.

CONNECTION CALCULATIONS PREPARED, SIGNED AND

SEALED BY COR'S SSE.

MATERIAL CERTIFICATES (UPON REQUEST)

WELDING CERTIFICATES (UPON REQUEST)

b MATERIALS

ALL STRUCTURAL STEEL SHAPES SHALL BE ASTM A992

(Fy=50 ksi)

ALL STRUCTURAL STEEL PLATES AND ANGLES SHALL BE

ASTM A36 (Fy=36 KSI).

ALL STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B

(Fy=46 KSI).

ALL STRUCTURAL PIPES SHALL BE ASTM A53 GRADE B

(Fy=35 KSI).

ALL ANCHOR RODS ASTM F1554-36

ALL WELDING SHALL CONFORM TO AMERICAN WELDING

SOCIETY "STRUCTURAL WELDING CODE", AWS D1.1.

ALL WELD ELECTRODES SHALL BE E70XX AND ALL

WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS.

ALL WELDING SHALL BE TO CLEAN BARE STEEL.

PROVIDE FULL SIZE 1/4" SETTING PLATES ON 4,000 PSI

NON-SHRINK GROUT FOR ALL COLUMNS AND (4)-3/4"

DIAMETER ASTM F-1554-36 ANCHOR BOLTS, UNLESS

NOTED.

ERECT ALL MEMBERS WITH NATURAL CAMBER UP, EXCEPT

FOR CERTAIN CANTILEVERED MEMBERS.

PROVIDE SUB-FRAMING FOR EQUIPMENT SUPPORTED ON

OR SUSPENDED FROM THE STRUCTURE.

ALL STEEL SHALL BE SHOP COATED WITH FABRICATOR'S

STANDARD PRIME PAINT MEETING MPI#79 AS A MINIMUM.

MASK SURFACES TO BE FIELD WELDED AND AT BOLT

HOLES IN FAYING SURFACES OF SLIP CRITICAL BOLTED

CONNECTIONS.

CONNECTIONS

CONNECTIONS SHOWN ON THE DESIGN DRAWINGS ARE

CONCEPTUAL ONLY.

CONNECTIONS ARE A DELEGATED DESIGN ITEM TO BE

DESIGNED BY COR'S SSE.

CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC

360-10 USING ALLOWABLE STRENGTH (ASD) DESIGN BASIS.

POSTED CONNECTION FORCES ARE ASD.

DESIGN SHEAR CONNECTIONS FOR THE LARGER OF

POSTED FORCES ON THE DESIGN DRAWINGS AND 50%

(75% FOR COMPOSITE BEAMS) OF THE MAXIMUM TOTAL

LOAD FOR THE SPECIFIED BEAM AND SPAN IN AISC “STEEL

CONSTRUCTION MANUAL” TABLE 3-6.

DESIGN MOMENT CONNECTIONS FOR FULL MOMENT

CAPACITY OF THE MEMBER OR THE POSTED MOMENT

ALONG WITH THE SHEAR LOADS NOTED ABOVE.

AXIALLY LOADED MEMBERS SHALL BE DESIGNED USING

THE POSTED LOADS AND THE AISC UNIFORM FORCE

METHOD.

ALL SHEAR CONNECTIONS SHALL BE AS A MINIMUM FULL

DEPTH OF MEMBER.

ALL BOLTS SHALL BE ASTM A325 FULLY TENSIONED

BEARING BOLTS WITH SHORT SLOTTED HOLES UNLESS

NOTED. A325 SLIP CRITICAL BOLTS SHALL BE USED FOR

ALL MOMENT CONNECTIONS AND AXIALLY LOADED

MEMBERS.

ALL WELD SIZES SHOWN ARE SIZED FOR LOAD ONLY.

WELDS SHALL BE INCREASED IN SIZE AS REQUIRED TO

MEET AISC MINIMUMS.

ALL GROOVE WELDS SHOWN ARE FULL PENETRATION

WELDS UNLESS NOTED OTHERWISE.

WELDS NOTED AS PARTIAL PENETRATION GROOVE WELDS

SHOW "EFFECTIVE" SIZE OF WELD.

WELD JOINTS SHALL BE DETAILED BASED ON PROCESS

USED AND POSITION OF WELD TO MEET THE "EFFECTIVE"

SIZE SHOWN ON THE DRAWINGS.

c EXECUTION

VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND

ARE READY TO RECEIVE WORK.

STEEL ERECTION TOLERANCES SHALL BE IN ACCORDANCE

WITH THE CODE OF STANDARD PRACTICE.

4 MASONRY CONSTRUCTION

4.1 UNIT MASONRY

a GENERAL

MASONRY CONSTRUCTION AND MATERIALS, INCLUDING

COMPOSITION, QUALITY, STORAGE, HANDLING,

PREPARATION AND PLACEMENT OF MATERIALS, QUALITY

ASSURANCE FOR MATERIALS AND MASONRY, AND

CONSTRUCTION OF MASONRY SHALL COMPLY TO ALL

REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY

STRUCTURES" (ACI 530.1/ASCE 6/TMS 602) EXCEPT AS

MODIFIED BY THE FOLLOWING NOTES.

REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

FULL ALLOWABLE STRESSES WERE USED FOR THE ASD

DESIGN OF THE MASONRY THEREFORE ALL MASONRY

WORK SHALL BE INSPECTED AND QUALITY ASSURANCE

MEASURES WILL BE IMPLEMENTED.

DEFINITIONS (SEE ACI 530.1)

REFERENCES (SEE ACI 530.1)

COMPRESSIVE STRENGTH OF MASONRY F'M SHALL BE

1,350 PSI. (MINIMUM).

SUBMITTALS

MIX DESIGNS AND TEST RESULTS FOR MORTAR TO

COMPLY WITH ASTM C270

MIX DESIGNS AND TEST RESULTS FOR GROUT TO COMPLY

WITH ASTM C476

MATERIAL CERTIFICATES:

QUALITY ASSURANCE

TESTING AGENCY SHALL COMPLY WITH THE

REQUIREMENTS OF ASTM C1093.

b MATERIALS

MORTAR: CONFORM TO ASTM C270 TYPE S PORTLAND

CEMENT TYPE 1 OR 2, LOW ALKALI PER ASTM C150 NON AIR

ENTRAINED OR HYDRATED LIME PER ASTM C207 TYPE S.

GROUT: CONFORM TO ASTM C476 WITH A COMPRESSIVE

STRENGTH OF 3,000 PSI AT 28 DAYS.

MASONRY UNITS NORMAL WEIGHT 2 CELLS PER ASTM C90

TYPE I OR TYPE II.

REINFORCING STEEL PER ASTM A615

JOINT REINFORCING PER ASTM A 951

WELDED WIRE FABRIC PER ASTM A185

ANCHOR BOLTS HEADED ASTM A307.

STEEL LINTELS ASTM A36 (A992 WIDE FLANGE SHAPES).

GALVANIZE ALL LINTELS IN EXTERIOR WALLS.

ACCESSORIES (SEE ACI 530.1)

MIXING (SEE ACI 530.1)

FABRICATION

ALL LINTELS AND STEEL CONSTRUCTION ADJACENT TO OR

ABUTTING MASONRY SHALL BE PROVIDED WITH

GALVANIZED MASONRY TIES AT 16" O.C. PROVIDE 5/8"

DIAMETER X 4" STUDS @ 32" O.C. ON TOP OF ALL WIDE

FLANGE AND CHANNEL LINTELS TO CMU.

c EXECUTION

INSPECTION (SEE ACI 530.1)

DO NOT WET CONCRETE MASONRY UNITS BEFORE

PLACING REINFORCEMENT: PLACE REINFORCEMENT IN

GROUT SPACES WITH REBAR POSITIONERS PRIOR TO

PLACING GROUT.

REINFORCEMENT SPLICES SHALL BE LAPPED 48 TIMES THE

BAR DIAMETER BUT NOT LESS THAN18".

MASONRY ERECTION

CONSTRUCT MASONRY IN RUNNING BOND UNLESS NOTED.

ALL MASONRY SHALL BE FULL BEDDED IN MORTAR (FACE

AND WEBS).

ALL MASONRY LOCATED BELOW GRADE SHALL BE

GROUTED SOLID.

PROVIDE CONTINUOUS GALVANIZED, HORIZONTAL

MASONRY REINFORCING AT 16" ON CENTER (ALTERNATE

CMU COURSES) MINIMUM.

UNDER ALL BEAM AND JOIST BEARINGS, FILL UNITS 2 CMU

COURSES DEEP X 32" WIDE MINIMUM

PROVIDE A CONTINUOUS BOND BEAM UNDER ALL JOIST

BEARINGS, AT ALL SILLS, AT TOPS OF ALL WALLS AND 8'-0"

O.C. VERTICAL.

CAST IN DOVETAIL ANCHOR SLOTS AT 16" O.C.

HORIZONTALLY AT ALL CONCRETE WALLS ADJACENT TO

OR ABUTTING MASONRY CONSTRUCTION.

PROVIDE A MINIMUM OF 2 - #5 VERTICAL BARS FOR THE

FULL HEIGHT OF MASONRY WALLS AT ENDS OF WALLS,

EACH SIDE OF OPENINGS AND EACH SIDE OF CONTROL

JOINTS UNLESS NOTED.

PROVIDE VERTICAL CONTROL JOINTS AT A MINIMUM

SPACING OF 1-1/2 TIMES THE HEIGHT OF THE WALL OR

20'-0" WHICHEVER IS LESS. REFER TO ARCHITECTURAL

DRAWINGS.

ALL OPENINGS IN MASONRY WALLS SHALL HAVE A LINTEL

PER THE LINTEL SCHEDULE. LINTELS SHALL HAVE A

MINIMUM BEARING OF 8" UNLESS NOTED.

ALL NON-LOAD BEARING CMU WALLS SHALL BE

CONSTRUCTED ON 10" THICK BY 24" WIDE.

THICKENED SLABS; REINFORCE WITH 2-#5 CONTINUOUS

BARS AND PROVIDE #5 DOWELS AT 24" ON CENTER FOR

THE CMU REINFORCING UNLESS NOTED OTHERWISE.

STRUCTURAL ABBREVIATIONS LEGEND:

A.B.S. - ANCHOR BOLTS

ARCH - ARCHITECTURAL DRAWINGS

B/ - BOTTOM OF

BOTT. - BOTTOM

CGF - COMPACTED GRANULAR FILL

CL - CENTERLINE

CMU - CONCRETE MASONRY UNITS

CONT. - CONTINUOUS

CONC - CONCRETE

E EXISTING MATERIAL

FT - FOOT

HD - HOLD DOWN

HKD - HOOKED

k - KIP

LBS - POUNDS

MEP - MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS

N NEW MATERIAL

O.C. - ON CENTER

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PCF - POUNDS PER CUBIC FOOT

RD - ROOF DRAIN

STL - STEEL

SOG - SLAB ON GRADE

T/ - TOP OF

U.N. - UNLESS NOTED

VB - VAPOR BARRIER

VIF - VERIFY IN FIELD

W/ - WITH

# - POUNDS OR NUMBER

SSE - SPECIALTY STRUCTURAL ENGINEER

SER - STRUCTURAL ENGINEER OF RECORD

COR - DESIGNATED REPRESENTATIVE FOR CONSTRUCTION

RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

542-18-106

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

Bancroft Project No. 18-102

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

T: F:

www.bancroft-ae.com www.bancroft-ae.com

30 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

31 JAN 2020

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

STRUCTURAL

GENERAL NOTES

S002

MW PW

AutoCAD SHX Text

NTS

AutoCAD SHX Text

STRUCTURAL GENERAL NOTES

AutoCAD SHX Text S002

RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

542-18-106

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

Bancroft Project No. 18-102

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

T: F:

www.bancroft-ae.com www.bancroft-ae.com

30 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

31 JAN 2020

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

STRUCTURAL BASEMENT

FOUNDATION PLAN

SB100

MW PW

1 3

KEYPLAN

SB101

SB101

SB101

6" CONC. SLAB ON GRADE

T/SLAB EL.637.75(V.I.F.)

EXIST. CONC. SLAB

T/SLAB EL.639.58(V.I.F.)

EXIST. CONC. SLAB

T/SLAB EL.637.75(V.I.F.)

EXIST. CONC. SLAB

T/SLAB EL.639.58(V.I.F.)

EXIST. CONC. SLAB

T/SLAB EL.639.58(V.I.F.)

EXIST. CONC. SLAB

T/SLAB EL.640.0(V.I.F.)

RAMP DN.

RA

M

P

DN

EXISTING TRENCH(V.I.F.)

S301

SB101

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

STRUCTURAL BASEMENT FOUNDATION PLAN

S200

8"

'-5

/2

1' -3

(V

.I.F

6'-6 1/2"10'-0"

1'-3"7'-6"1'-3"

EXIST. 6" CONC. SLAB(V.I.F.)

T/SLAB EL.640.0'(V.I.F.)

(E)FOOTING

T/FOOTING

EL.638.5'(V.I.F.)

B/EXIST. FDN. WALL

EL.639.25'(V.I.F.)

TIE TO EXIST.

PER 11/S200

TIE TO EXIST.

PER 11/S200

B/ELEV. PIT

EL. 636.0'(V.I.F.)

1/

2"

(V .I.F

S201

S201

AT UNDERPIN

PATCH SOG

6'-5"

8"

'-8

5'

-2 " 3

S200

S200

S200

(E)CONC. COL.

& FOOTING(V.I.F.)

TIE TO EXIST.

PER 11/S200

TIE TO EXIST.

PER 11/S200

(E) CONC. SLAB ON GRADE

T/SLAB EL.639.58'(V.I.F.)

T/(E)FOOTING

EL.638.83'(V.I.F.)

B/(E)FDN. WALL

EL.638.83'(V.I.F.)

4' -6

4'-6"

(V.I.F.)

(V .I.F

T/(N)CONC.

EL.639.58'(V.I.F.)

T/(N)FOOTING

EL.636.58'(V.I.F.)

S200

S200

8" 9'

-4

8T

'-8

8"

'-0

'-0

C1/P1

C1/P1 F4.0

636.58' (V.I.F.)

T/(N)PIER

EL.644.17'(V.I.F.)

C1/P1

T/(N) WALL

EL.644.17'(V.I.F.)

FD

RA

MP

D

OW

N

RAMP DOWN

(E) CONC. SLAB ON GRADE

T/SLAB EL.637.75'(V.I.F.)

5'-7"(V.I.F.) 8'-3 1/2"(V.I.F.)

4' -2

3'

-6

/8

(E)CONC. COL.

& FOOTING(V.I.F.)

7' -8

/8

(V .I.F

.) TIE TO EXIST.

PER 11/S200

(V .I.F

S200

S200

S200

(E) CONC. SLAB ON GRADE

T/SLAB EL.639.58'(V.I.F.)

(E)FOOTING

T/FOOTING

EL.637.92'(V.I.F.)

(E)FOOTING

T/FOOTING

EL.638.0'(V.I.F.)

T/CONC. SLAB

EL.639.0'

(E) CONC. SLAB ON GRADE

T/SLAB EL.640.0'(V.I.F.)

6'-6 1/2" 7'-0"

8' -5

/2

2'

-6

S201

S201

SLAB, U.N.

TYP. AT NEW

RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

542-18-106

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

Bancroft Project No. 18-102

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

T: F:

www.bancroft-ae.com www.bancroft-ae.com

30 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

31 JAN 2020

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

STRUCTURAL BASEMENT

FOUNDATION PLANS

SB101

MW PW

1 UNDERPIN EXISTING FOOTING AND FOUNDATION WALL AS REQUIRED PER

DETAIL 1/S201

2 PROVIDE 6" SLAB ON GRADE REINFORCED WITH 6x6-W2.9xW2.9 WELDED

WIRE FABRIC. PLACE SLAB ON VAPOR BARRIER OVER 6" OF COMPACTED

GRANULAR FILL.

3 PROVIDE 6" SLAB ON GRADE REINFORCED WITH 6x6-W2.9xW2.9 WELDED

WIRE FABRIC. PLACE SLAB ON VAPOR BARRIER OVER FULL DEPTH

COMPACTED GRANULAR FILL.

4 PROVIDE 5" SLAB ON GRADE REINFORCED WITH 6x6-W2.9xW2.9 WELDED

WIRE FABRIC. PLACE SLAB OVER 6" OF COMPACTED GRANULAR FILL.

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO

ENSURE ALL CONFLICTS FOR INSTALLATION OF NEW WORK HAS

BEEN IDENTIFIED AND ANY WORK REQUIRED TO MODIFY EXISTING IS

INCLUDED IN BID PRICE.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

- INDICATES AREA OF UNDERPINNING PER DETAIL 1/S201

SEE 1/SB100

SEE 2/SB100

SEE 3/SB100

SEE 4/SB100

COLUMN SCHEDULE:

C1 - HSS5x5x3/8 GALVANIZED W/ BASE PL.3/4"x11"x11" & (4)-3/4"Ø F1554-36 A.B.S.

CAP PL. 3/4"

PIER SCHEDULE:

P1 - 16'x16" CONCRETE PIER REINF. W/ 4-#6 VERTICAL BARS & #4@12" O.C. TIES

FOOTING SCHEDULE:

F4.0 - 4'-0"x4'-0"x1'-0" W/ 5-#4 EACH WAY, BOTT.

AutoCAD SHX Text

SHEET KEY NOTES

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL SHEET NOTES

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

PARTIAL BASEMENT FOUNDATION PLAN

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

ELEVATOR BASEMENT FOUNDATION PLAN

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

WEST STAIR BASEMENT FOUNDATION PLAN

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

PARTIAL BASEMENT FOUNDATION PLAN

AutoCAD SHX Text

KEYPLAN

STRUCTURAL SCHEDULES

VA Medical Center, Coatesville PA

542-18-106

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

Bancroft Project No. 18-102

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

T: F:

www.bancroft-ae.com www.bancroft-ae.com

30 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

31 JAN 2020

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

STRUCTURAL FIRST FLOOR

FRAMING PLAN

SF101

MW PW

1 3

KEYPLAN

SF104

1FIRST FLOOR LEVEL

4 FOR ROOF FRAMING PLAN

1 CAREFULLY CUT IN NEW OPENING FOR NEW MECHANICAL WORK.

COORDINATE WITH MECHANICAL SHEETS FOR EXACT LOCATION AND SIZE OF

OPENING.

REFER TO DETAIL 6/S300. DO NOT CUT JOIST RIBS.

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO

ENSURE ALL CONFLICTS FOR INSTALLATION OF NEW WORK HAS

BEEN IDENTIFIED AND ANY WORK REQUIRED TO MODIFY EXISTING IS

INCLUDED IN BID PRICE.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

TOP OF FINISHED FLOOR 651.0 TYP UN. VIF

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

STRUCTURAL FIRST FRAMING PLAN

AutoCAD SHX Text

SHEET KEY NOTES

AutoCAD SHX Text

GENERAL SHEET NOTES

VA Medical Center, Coatesville PA

542-18-106

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

Bancroft Project No. 18-102

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

T: F:

www.bancroft-ae.com www.bancroft-ae.com

30 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

31 JAN 2020

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

STRUCTURAL SECOND

FLOOR FRAMING PLAN

SF102

MW PW

1 3

KEYPLAN

SECOND FLOOR LEVEL

1 CAREFULLY CUT IN NEW OPENING FOR NEW MECHANICAL WORK.

COORDINATE WITH MECHANICAL SHEETS FOR EXACT LOCATION AND SIZE OF

OPENING.

REFER TO DETAIL 6/S300. DO NOT CUT JOIST RIBS.

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO

ENSURE ALL CONFLICTS FOR INSTALLATION OF NEW WORK HAS

BEEN IDENTIFIED AND ANY WORK REQUIRED TO MODIFY EXISTING IS

INCLUDED IN BID PRICE.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

TOP OF FINISHED FLOOR EL 663.0 UN VIF

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

STRUCTURAL SECOND FLOOR FRAMING PLAN

AutoCAD SHX Text

SHEET KEY NOTES

AutoCAD SHX Text

VA Medical Center, Coatesville PA

542-18-106

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

Bancroft Project No. 18-102

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

T: F:

www.bancroft-ae.com www.bancroft-ae.com

30 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

31 JAN 2020

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

STRUCTURAL

ATTIC FRAMING PLAN

SF103

MW PW

1 3

KEYPLAN

SF104

AHU (4,818#)

AHU (4,818#)

AHU (4,818#)

AHU (4,818#)

1 NEW AHU UNIT, COORDINATE WITH EQUIPMENT MANUFACTURER FOR FINAL

MECHANICAL UNIT FOOTPRINT DIMENSIONS.

2 CAREFULLY CUT IN NEW OPENING FOR NEW MECHANICAL WORK.

COORDINATE WITH MECHANICAL SHEETS FOR EXACT LOCATION AND SIZE OF

OPENING.

OPENING TO BE CUT BETWEEN RIBS. MAXIMUM WIDTH = 17". SEE 5/S300 &

6/S300.

3 LIVE LOAD RESTRICTED TO TYPICAL ATTIC 20 PSF IN AREAS NOTED THUS

4 TYPICAL EXISTING CONCRETE JOIST CONSTRUCTION. RIBS 25"C/C (V.I.F.).

5 TYPICAL GABLE EXISTING ROOF CONSTRUCTION 2x10 @ 24" O.C. WITH

COLLAR JOISTS.

6 REFER TO 1 & 4/S300 FOR COLLAR TIE MODIFICATION DUE TO DUCT RUNS.

7 GABLE END WALL LOUVER. SEE SECTION 1/S301.

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO

ENSURE ALL CONFLICTS FOR INSTALLATION OF NEW WORK HAS

BEEN IDENTIFIED AND ANY WORK REQUIRED TO MODIFY EXISTING IS

INCLUDED IN BID PRICE.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

S300

S300

HALF PLAN ROOF

RAFTERS @ 24" O.C.

HALF PLAN ATTIC

CONC. JOISTS

S300

S300

S300

S301

S301

S301

S301

S301

S301

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

STRUCTURAL ATTIC FRAMING PLAN

AutoCAD SHX Text

SHEET KEY NOTES

AutoCAD SHX Text

'-5

3/ 8"

7'-5 3/4"

S300

S300

TYP. @

ELEVATOR

OPP.

1'-3 1/8"1'-3 1/8"

10'-0"

1'- 3 1

/8"

(V .I.F

4 1 /2"

'-5

3/ 8"

7'-5 3/4"

S300

S300

TYP. @

ELEVATOR

OPP.

1'-3 1/8"1'-3 1/8"

10'-0"

1'- 3 1

/8"

(V .I.F

4 1 /2"

5 5

'-1

1 3 /8"

7'-5 3/4"

S300

S300

OPP.

1'-3 1/8"1'-3 1/8"

10'-0"

1'- 3 1

/8"

(V .I.F

4 1 /2"

7BP1

BP1

SF104

SF104

6'-8 1/2"

'-0

'-0

HSS8x4x3/8

HSS8x4x3/8

HSS8x4x3/8 BP2

BP2

BP2

HS

S8 x4 x3

/8

HS

S8 x4 x3

/8

HS

S8 x4 x3

/8

HS

S8 x4 x3

/8

S300

S300

S300

4"5'-8"

5'-8" 1'-0 1/2"

(V.I.F.)

T/(E)ATTIC

EL.675.0'

(V.I.F.)

T/CMU

EL.676.0'

COORD. W/

ARCH. SHTS.

PLYWOOD ROOF SHEATHING

2x6 RR

SIMPSON H2.5

CONT. TREATED 2x PLATE

W/ 1/2"Ø HKD. A.B.S.

@ 32" O.C.

CONT. BOND BEAM

CMU WALL

CMU REINF., SEE PLAN

2x OVERFRAMING, SEE PLAN

PLYWOOD ROOF SHEATHING

RIDGE BEAM, SEE PLAN

2x6 RR

4x4 WOOD POST

EXIST. 2x ROOF

RAFTERS (V.I.F.)

(E) CONT. 2x PLATE (V.I.F.)

(E) CMU PARAPET

WALL (V.I.F.)

RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

542-18-106

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

Bancroft Project No. 18-102

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

T: F:

www.bancroft-ae.com www.bancroft-ae.com

30 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

31 JAN 2020

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

STRUCTURAL ENLARGED

FRAMING PLANS

SF104

MW PW

1 3

KEYPLAN

1 MASONRY LINTEL 8"X8" WITH (2)#5 BOTTOM. GROUT SOLID. MINIMUM 8"

BEARING EACH SIDE OF OPENING.

2 (2)2x8 RR + 2x6 CJ

3 (2)2x8 HIP BEAM

4 2x8 @ 24" O.C. ROOF RAFTERS

5 5/8" APA SPAN RATED EXTERIOR PLYWOOD ROOF SHEATHING. NAIL

SHEATHING TO ALL SUPPORTS WITH 10d NAILS @ 6" O.C..

6 8" CMU REINFORCED WITH #5@32" O.C. VERTICAL REINFORCING FULL

HEIGHT IN FULLY GROUTED CELLS. PROVIDE MATCHING DOWELS FROM

FOUNDATION. PROVIDE ADDITIONAL 1-#5 FULL HEIGHT AT CORNERS AND

END OF WALLS. PROVIDE HORIZONTAL 8" BOND BEAMS REINFORCED WITH

2-#5 AT MAXIMUM 8" C/C VERTICALLY.

7 W8x28 ELEVATOR HOIST BEAM. REFER TO ELEVATOR SUBMITTAL FOR

LOCATION.

8 3" - 20 GA. GALVANIZED METAL ROOF DECK

9 3-L5x3 1/2x5/16 (LLV) + PL.5/16" GALVANIZED LINTEL

10 2x4@16" O.C. W/ CONT.2x4 TOP & BOTT. PLATE OVERFRAMING STUD WALLS @ 24" O.C..

11 (2)2x8 RIDGE BEAM

12 PROVIDE NEW 8" CMU EACH SIDE OF OPENING AND

OVER NEW LINTEL. REFER TO ARCHITECTURAL DWGS

FOR EXTENT. REINFORCE END CELLS WITH 1-#5 VERTICAL IN GROUTED

CELL. TOOTH INTO EXISTING MASONRY OR ADD MASONRY TIES.

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO

ENSURE ALL CONFLICTS FOR INSTALLATION OF NEW WORK HAS

BEEN IDENTIFIED AND ANY WORK REQUIRED TO MODIFY EXISTING IS

INCLUDED IN BID PRICE.

(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD

(N) - INDICATES PROPOSED NEW CONSTRUCTION

- INDICATES AREA OF UNDERPINNING PER DETAIL x/Sxxx

BP1 - PL. 3/4"x7'x7" W/ (2)-1/2"Ø x 6" HEADED STUDS

MOMENT CONNECTION

NOTES:

B/DECK EL.652.25'

ALL STEEL AND CONNECTIONS

SHALL BE GALVANIZED

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

FIRST FLOOR ELEVATOR PLAN

AutoCAD SHX Text

SHEET KEY NOTES

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL SHEET NOTES

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

SECOND FLOOR ELEVATOR PLAN

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

ROOF FRAMING ELEVATOR PLAN

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

WEST STAIR ROOF FRAMING PLAN

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text

ROOF SECTION

AutoCAD SHX Text

SF104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text

ROOF SECTION

AutoCAD SHX Text

SF104

2'-0"

1'-4"

8"

6" (V

.I.F

6"

6" (V

.I.F

2'-0"

1'-4"

8"

6" (V

.I.F

6"

(V .I.F

EXIST. CONC. SLAB (V.I.F.)

#4@12"O.C. DWLS., DRILL & EPOXY GROUT INTO

EXIST. W/ 6" MIN. EMBED.

CONT. 2-#5, T&B

#4@12"O.C.

WWF

VB

CGF

CONT. 2-#5 EXIST. CONC.

SLAB (V.I.F.)

CONC. SLAB INFILL

UNDER EXIST. SLAB

8"

T/(E)RAMP

EL.VARIES

T/(E)SLAB

EL.639.58'

(V.I.F.)

T/(N)SLAB

EL.637.75'

(V.I.F.)

EXIST. CONC. SLAB (V.I.F.)

#4@12"O.C. DWLS., DRILL & EPOXY GROUT INTO

EXIST. W/ 6" MIN. EMBED.

CONT. 2-#5, T&B

#4@12"O.C.

WWF

VB

CGF

CONT. 2-#5

T/(E)SLAB

EL.639.58'

(V.I.F.)

T/(N)SLAB

EL.637.75'

(V.I.F.)

T/LANDING

EL.637.75'

T/(N)SLAB

EL.637.75'

(V.I.F.)

T/(E)RAMP

EL.VARIES

6" (V

.I.F

8"

6"

EXIST. CONC. SLAB(V.I.F.)

#4@12"O.C. DWLS., DRILL &

EPOXY GROUT INTO EXIST. RAMP

SLAB W/ 3" EMBED.

VB

6" T/(E)SLAB

EL.639.58'

#4@12"O.C. DWLS., DRILL

& EPOXY GROUT INTO

EXIST. W/ 6" MIN. EMBED.

#4@12"O.C. DWLS., DRILL

& EPOXY GROUT INTO

EXIST. W/ 6" MIN. EMBED.

1'- 0"

1'-0"8"3'-0" 8"

1'-0"

TYP.

3/4"x3/4" CHAMFER

CONT. #5, TYP.

#4@12"O.C. DWLS.(24x24)

WWF

(E)CONC. SLAB (V.I.F.)

6"

1'- 0"

(V .I.F

#4x3'-0"LG.@12"O.C.

CENTER ON JOINT

CONT. 2x2 KEYWAY

2'-8"

4'- 0"

(M

IN

1'- 0"

1'-0"8"3'-0"

3/4"x3/4"

WWF

CGF

6"

4'- 0"

(M

IN

CHAMFER

(E)CONC. FDN. WALL

(E) CONC. SLAB

#4@12"O.C. DWLS., DRILL

& EPOXY GROUT INTO

EXIST. W/ 6" MIN. EMBED.

6" T/(E)SLAB

EL.639.58'

(V .I.F

8"

B/CONC. TO MATCH B/(N)

FOOTING

(E)CONC. FDN. WALL

(V.I.F.)

(E) CONC. SLAB

(V.I.F.)

#4@12"O.C. DWLS., DRILL

& EPOXY GROUT INTO

EXIST. W/ 6" MIN. EMBED.

6" T/(E)SLAB

EL.639.58'

(V .I.F

3'-3" (V.I.F.)

B/CONC. TO MATCH B/(N)

FOOTING

1'- 0"

1'-0"8"3'-0"

3/4"x3/4"

CHAMFER

#4 NOSING BAR @ STAIRS

#5@12"O.C.

#4@12"O.C.

(E)CONC. FDN. WALL

(V.I.F.)

6"

T/(E)SLAB

EL.640.0'

(V .I.F

(E) CONC. SLAB

(V.I.F.)

#4@12"O.C. DWLS., DRILL

& EPOXY GROUT INTO

EXIST. W/ 6" MIN. EMBED.

B/CONC. TO MATCH B/(N)

FOOTING

CONT. 2-#5, TOP&BOTT.

T/(E)SLAB

EL.639.58'

6"(V.I.F.)4'-6"(V.I.F.)6"

6"

(V .I.F

#4@12"O.C. DWLS., DRILL

& EPOXY GROUT INTO

EXIST. W/ 6" MIN. EMBED.

CGF

(E)CONC. SLAB (V.I.F.)

WWF

#4@12"O.C. DWLS., DRILL

& EPOXY GROUT INTO

EXIST. W/ 6" MIN. EMBED.

2'- 6"

(V .I.F

6" (V .I.F

4'- 0"

(M

IN

1'-0"

1'- 0"

8"1'-0"

1'- 0"

2'-0"8"1'-0"

6"

6"

3/4"x3/4"

CHAMFER

WWF

SIDEWALK, SEE ARCH. SHTS.

CONT. 2-#5

#4@12"O.C. DWLS.(24x24)

CONT. #4 NOSING BAR, TYP.

#5@12" O.C.

CONT. 2-#5, TOP,

MID., & BOTT.

BRICK VENEER, SEE ARCH. SHTS.

CMU WALL

CMU REINF., SEE PLAN

PROVIDE MATCHING DWLS.

FROM FDN.

PROVIDE MATCHING DWLS.

FROM PIT FDN.

CONT. 2x4 KEYWAY W/

CONT. WATERSTOP, TYP.

8"10'-5 1/2"1'-3"8"

1'- 0"

6" (V .I.F

9" (V

.I.F

T/FDN. WALL

EL. 6" ABOVE

FIN. GRADE

(V.I.F.)

#5@12"O.C.

#5@12"O.C.

9"

(V .I.F

8"

(V .I.F

SUMPPIT, SEE

10/S200

B/ ELEV. PIT

SUMP PIT, SEE

ELEV. MFR. DWGS.

SU

MP

P

IT

, S

EE

EL

EV

. M

FR

. D W

GS

1'- 0"

1'-0" 1'-0"

CONTINUE ELEV. PIT

REINF. THRU SUMP PIT

EXIST. WALL NEW WALL

ROUGHEN FACE OF WALL & FTG.

TO 1/4" AMPLITUDE & PROVIDE

BONDING AGENT PRIOR TO PLACEMENT

OF NEW CONCRETE

#5 BARS x 3'-6" LONG, DRILL IN

6" INTO EXIST. WALL & SET WITH

EPOXY GROUT. PROVIDE 2 BARS

@ 24" O.C. VERT. IN WALL, 3 BARS

AT FOOTING

IF WALL HEIGHT IS LESS THAN 4'-0", PROVIDE

TOTAL 3 BARS AT WALL & BARS AT FOOTING

CONT. 2-#4

#4@12"O.C.

2'-0"

UNDERPIN EXISTING FOOTING

PER

8"8"

COLUMN, SEE

PLAN & SCHED.

ANCHOR RODS,

SEE SCHED.

BASE PLATE, SEE

NOTES ON SHT. SB101

SETTING PL. 1/4"

3/4"± NON-SHRINK

GROUT

CONC. PIER, SEE

PLAN & SCHED.

T/ CONC.

EL.SEE ARCH.

& CIVIL SHTS.

T/(E)SLAB

EL.639.58'

T/ WALL

EL.644.17'

T/ WALL

EL.644.17'

4 1/2"

(V.I.F.)

CONT. 2-#5,TOP & BOTT.

#6@12"O.C.

#5@12"O.C.

6"

6"

FIELD VERIFY

4'- 0"

#6@12"O.C.

#5@12"O.C.

T/ WALL

EL.644.17'

GUARDRAIL, SEE

ARCH. SHTS.

CONT.2-#5, TOP & BOTT.

#6@12"O.C.

#5@12"O.C.

7-#5

#5@12"O.C.

6-#5

#5@12"O.C.

T/BRICK LEDGE

SEE ARCH. SHTS.

7" 8"

NOTE:

COORD. W/ STEAM LOOP PROJECT

REF. G1.002 GENERAL NOTES -

BASEMENT STEAM / UTILITY PIT

RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

542-18-106

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

Bancroft Project No. 18-102

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

T: F:

www.bancroft-ae.com www.bancroft-ae.com

30 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

31 JAN 2020

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

STRUCTURAL

FOUNDATION DETAILS

S200

MW PW

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

SECTION @ LACTATION

AutoCAD SHX Text S200

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

SECTION @ LACTATION

AutoCAD SHX Text S200

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'

Auto…