Attachmnet 16 636-804 (VEG 20.12) Addendum 3 Drawings.pdf

FEC

F E

C

DN

F E

FEC

F E

1 1.1 2 2.8 3 4 4.5 5 6 6.2 7 8

F

E.9

E

D

B

A.1

A

C

D.7

7.9

STAFF

LOUNGE

421A

COPY/FORMS

STORAGE

PROCEDURE

ROOM

WAITING

MULTIPURPOSE

ROOM

PUBLIC

TLT

FAMILY

TLT

MECHANICAL

SHAFT

ELEC

COMM

4ST01

STAIR 1

4C01

ELEVATOR

LOBBY

CONSULT

4ST02

STAIR 2

MENTAL

HEALTH

CONSULT

STAFF

TLT

432A

PATIENT

TLT

EXAM

EXAM

EXAM

429A

PATIENT

TLT

428A

PATIENT

TLT

430A

PATIENT

TLT

431A

PATIENT

TLT

RECEPTION/CONTROL

IT

SOILED

UTILITY

CLEAN

SUPPLY

MEDICAL

EQMT

STORAGE

MEDICATION

MEDICAL

EQMT

STORAGE

HT/WT

441A

EDUCATION

LITERATURE

STORAGE

CRASH

CART

MEDICAL

EQMT

STORAGE

TEAM WORK AREA

IES-4B

IES-4A

CPOETD (100 FT MAX)

64'-0"

DEC (50 FT MAX)

36'-0"

EATD (300 FT MAX)

142'-4"

EX

EX

E A

E A

MOST REMOTE LOCATION B FROM EXITS =

129 FEET < 300 FEET = COMPLIANT

PLUMBING

CHASE

EXAM

LACTATION

HSKG

MECHANICAL

EQUIPMENT

ROOM

STORAGE

A. EXIT SIGN LOCATIONS MAY BE ADJUSTED PER INSTRUCTIONS BY THE VHA

COR BASED ON SIGHT LINES REVIEWED AFTER FFE HAS BEEN PROVIDED

AND INSTALLED. (2) ADDITIONAL EXIT SIGNS PER STORY SHALL BE

PROVIDED AND MAY BE ADDED BY THE VHA COR BASED ON THE SIGHT LINE

REVIEW.

B. REFER TO GI110 - CODE DATA FOR SYMBOLS LEGEND.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

P la n

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T ru e N o rt h

BLDG 1

BLDG 7

BLDG 50

Drawing Title

VA FORM 08 - 6231

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CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

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GI114

LEVEL 4 LIFE SAFETY PLAN RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6 W, IOWA CITY, IA 52246

636-804

12/14/2022 DJ CJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.12

FINAL DRAWINGS SUBMISSION FOR CONSTRUCTION

P la n N or th

True N orth

3/16" = 1'-0"

LEVEL 4 - LIFE SAFETY PLAN

MOST REMOTE LOCATION B FROM EXITS =

119 FEET < 300 FEET = COMPLIANT

MOST REMOTE LOCATION C FROM EXITS =

142 FEET < 300 FEET = COMPLIANT

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

A3 ADDENDUM 3 02/09/2024

A3

GENERAL STRUCTURAL NOTES

STEEL NOTES: STEEL DECK NOTES:

1. DESIGN FABRICATION AND INSTALLMENT OF ALL STEEL DECK SHALL BE IN ACCORDANCE WITH STEEL DECK INSTITUTE (S.D.I.) "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF

DECKS".

2. BASIS OF DESIGN IS TYPE B DECK FOR ROOF DECK AND VULCRAFT 3VLI DECK FOR COMPOSITE

FLOOR DECK. SEE SPECIFICATIONS FOR ALTERNATE SUPPLIERS.

3. STUDS FOR COMPOSITE FLOOR SYSTEM SHALL BE 3/4" DIAMETER WITH AN AFTER WELD LENGTH

OF 4" (6" LONG AT DETAIL 4/SF5.08) AND SHALL CONFORM TO ASTM A108.

4. MINIMUM SPACING OF STUDS IS AS FOLLOWS:

4 1/2" - PARALLEL TO BEAM

3" - TRANSVERSE TO BEAM

5. THE MAXIMUM CENTER-TO-CENTER SPACING OF SHEAR STUDS SHALL NOT EXCEED 2'-0" O.C.

6. CONSTRUCTION JOINTS SHALL NOT BE PLACED ON BEAM CENTERLINES. CONSTRUCTION JOINTS SHALL BE PLACED IN THE MIDDLE THIRD OF THE SPAN OF THE COMPOSITE DECK, UNLESS NOTED

OTHERWISE, OR APPROVED BY THE DESIGN PROFESSIONAL.

7. SEE DETAILS FOR OPENINGS IN METAL DECK.

8. CONTRACTOR SHALL PROVIDE ADDITIONAL PERMANENT SUPPORT AT EDGE OF METAL DECK FOR

CUTS AROUND COLUMNS, BRACINGS AND OTHER PENETRATIONS.

9. COMPOSITE FLOOR SLABS SHALL BE PLACED AND FINISHED TO PROVIDE A FLOOR WITHIN

SPECIFIED FINISHING TOLERANCES. THE SPECIFIED CONCRETE SLAB THICKNESS SHALL BE

MAINTAINED AT COLUMN LOCATIONS. SLAB THICKNESS AWAY FROM THE COLUMNS MAY VARY DUE

TO BEAM AND DECK DEFLECTIONS. UNCAMBERED BEAMS AND DECK WILL DEFLECT DURING

CONCRETE PLACEMENT. THE CONTRACTOR SHALL BE FAMILIAR WITH THE CONDITIONS OF THE

PROJECT AND FURNISH THE MATERIALS REQUIRED TO CREATE THE SPECIFIED FLOOR ELEVATION

WITHIN SPECIFIED TOLERANCES.

10. CONTRACTOR SHALL MINIMIZE THE AMOUNT OF CONDUIT IN THE COMPOSITE FLOOR SLAB.

CONDUIT THAT IS PLACED IN THE COMPOSITE FLOOR SLAB SHALL MEET THE FOLLOWING

REQUIREMENTS:

a. MAXIMUM SIZE OF CONDUIT SHALL BE 1" OUTSIDE DIAMETER.

b. MINIMUM SPACING OF CONDUIT SHALL BE 12".

c. WHERE TWO CONDUITS OVERLAP EACH OTHER, RUN ONE OF THE CONDUITS INSIDE THE

DECK FLUTES OF THE METAL DECK, BUT NOT WHEN THAT VALLEY CONTAINS COMPOSITE

STUDS. CROSSING OF CONDUIT CANNOT OCCUR ABOVE DECK FLUTES.

11. BEAMS AND GIRDERS: (XX) DENOTES TOTAL NUMBER OF STUDS PER BEAM.

STUDS SHALL BE PLACED DIRECTLY OVER BEAM WEB, WHERE ONLY ONE ROW OF STUDS IS

REQUIRED. STUDS TO BE PLACED EQUALLY FROM EACH END TOWARDS CENTER. WHERE MORE

THAN ONE STUD PER RIB IS REQUIRED, INSTALL ONE STUD IN EVERY RIB AND PLACE REMAINDER

OF STUDS IN RIBS STARTING AT EACH END OF BEAM. ALSO SEE 6 AND 12/S-505.

12. COMPOSITE STEEL DECK SHALL BE GALVANIZED (G90, CORRUGATED STEEL DECK OF GAGE AND DEPTH INDICATED ON DRAWINGS, CONFORMING TO STEEL DECK INSTITUTE SPECIFICATION FOR

COMPOSITE FLOOR DECK. SEE SPECIFICATIONS FOR DECK BASIS OF DESIGN.

13. STEEL ROOF DECK SHALL BE GALVANIZED (G90), DECK OF GAGE AND DEPTH INDICATED ON

DRAWINGS, CONFORMING TO STEEL DECK INSTITUTE SPECIFICATION FOR ROOF DECK.

14. DECK SHALL HAVE DEFORMATIONS TO PROVIDE ADEQUATE MECHANICAL INTERLOCKING

BETWEEN DECK AND CONCRETE FOR COMPOSITE ACTION.

15. DECK CENTERING SHALL BE PLACED IN CONFORMANCE WITH MANUFACTURER'S

RECOMMENDATIONS AND SHALL BE CONTINUOUS OVER AT LEAST 3 SPANS.

16. SUBMIT COMPOSITE STEEL DECK SHOP DRAWINGS PRIOR TO FABRICATION.

17. SHOP DRAWINGS SHALL INCLUDE AS A MINIMUM LAYOUT AND ERECTION DRAWINGS, COMPONENT

DESIGNATIONS, INTENDED FASTENING PATTERNS, THE CAPACITY OF EACH PATTERN IN

DIAPHRAGM ACTION AND ALL PERTINENT SECTIONS AND DETAILS.

18. SEE 6/50-S22 FOR COMPOSITE DECK ATTACHMENT TO SUPPORT FRAMING.

19. SEE 7/5--S22 FOR 1-1/2" ROOF DECK ATTACHMENT TO SUPPORT FRAMING.

20. PROVIDE ALL NECESSARY CLOSURE STRIPS, EDGE POUR ANGLES AND OTHER ACCESSORIES OF

THE SAME GAGE AS THE MAIN DECK.

21. CLOSURE OR FILLER STRIPS BETWEEN DECKING AND STEEL FRAMING MEMBERS PARALLEL TO

DECK SPAN ARE PERMITTED ON ONE SIDE ONLY OF STRUCTURAL STEEL FRAMING MEMBERS.

STEEL STAIR NOTES:

QUALITY / CONTROL, TESTING & INSPECTION:

SHEAR STUD CONNECTOR NOTES:

CONCRETE NOTES:GENERAL NOTES: GENERAL NOTES CONT.

EXISTING STRUCTURE:

16. LOAD AND DESIGN/CONSTRUCTION CRITERIA

A) DESIGN/CONSTRUCTION CRITERIA

(1) INTERNATIONAL BUILDING CODE, 2018 EDITION

(2) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, AMERICAN SOCIETY

OF CIVIL ENGINEERS, ASCE 7-16.

(3) SEISMIC DESIGN REQUIREMENTS, DEPARTMENT OF VETERANS AFFAIRS, H-18-8.

(4) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN CONCRETE

INSTITUTE ACI 318-19.

(5) STEEL CONSTRUCTION MANUAL, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC),

15TH EDITION.

(6) ALLOWABLE STRESS DESIGN SPECIFICATION FOR COLD-FORMED STEEL STRUCTURAL

MEMBERS, AMERICAN IRON AND STEEL INSTITUTE (AISC).

(7) STRUCTURAL WELDING CODE - STEEL, AMERICAN WELDING SOCIETY (AWS), ANSI/AWS

D1.1.

B) LOAD CRITERIA

(1) WIND LOADS:

(a) EXPOSURE CATEGORY = B

(b) ULTIMATE WIND SPEED = 115 MPH

(c) INTERNAL PRESSURE COEFFICIENTS = +0.18 -0.18

(2) SEISMIC LOADS:

(a) SEISMIC DESIGN CATEGORY = A

(b) SITE CLASS = C

(c) IMPORTANCE FACTOR = 1.0

(d) SPECTRAL RESPONSE COEFFICIENTS = Sds: 0.065, Sd1: 0.059

(e) RESPONSE MODIFICATION COEFFICIENT = 3.5

(f) ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE

(g) SEISMIC FORCE RESISTING SYSTEMS = ORDINARY STEEL MOMENT FRAME,

(3) SNOW LOADS:

(a) IMPORTANCE FACTOR = 1.0

(b) GROUND SNOW LOAD Pg = 25 PSF

(c) ROOF SNOW Pf = 19 PSF

(d) SNOW EXPOSURE Ce = 0.9

(e) THERMAL FACTOR Ct = 1.0

(f) FLAT ROOF SNOW LOAD = SEE S-003

(4) LIVE LOADS AND SUPERIMPOSED DEAD LOADS:

REFER TO THE LOAD KEY PLANS ON SHEETS SEE S-003 FOR DEAD AND LIVE LOAD USED

ON THE PROJECT.

(5) PARTITIONS:

MINIMUM 5 PSF HORIZONTAL LOAD APPLIED UNIFORMLY TO FACE OF PARTITIONS.

C) DEFLECTION CRITERIA:

(1) ROOFS:

(a) SPAN OF MEMBER DIVIDED BY 240

(2) WALLS:

(a) SPAN OF MEMBER DIVIDED BY 240

(3) MEMBERS SUPPORTING BRICK:

(a) SPAN OF MEMBER DIVIDED BY 600

D) FOUNDATIONS:

(1) FOUNDATION DESIGN IS BASED ON "GEOTECHNICAL ENGINEERING REPORT, PROPOSED

VA IOWA CITY SPECIALTY CLINIC", PREPARED BY TERRACON CONSULTANTS, INC., PROJECT

NO. 06145639.01, DATED DECEMBER 30, 2014.

17. EXTERIOR NON-LOAD BEARING CURTAIN WALL STUD

A) 6" METAL STUD AT 16" OC (UNO)

B) A MINIMUM OF 10 INCHES OF UN-PUNCHED STUD IS REQUIRED TOP AND BOTTOM OF STUDS, BELOW HEADERS, AND EACH END OF HEADERS.

C) BUTT WELD OR SPLICE TRACK JOINTS NOT SECURELY ANCHORED TO A DOUBLE STUD.

D) TOUCH UP WELDS WITH ZINC RICH PAINT.

E) CUT FRAMING COMPONENTS SQUARE FOR FULL BEARING IN TRACK OR FOR ATTACHMENT

TO OTHER ELEMENTS. NO SHOP SPLICES OR FIELD CUTS IN LOAD-BEARING STUDS ARE

PERMITTED.

F) IN DOUBLE STUDS (JAMBS AND HEADERS) NOT ACCESSIBLE TO INSULATION,

CONTRACTOR SHALL INSTALL INSULATION EQUAL TO THE SPECIFIED INSULATION

BEFORE CLOSING STUD GROUPS.

G) LATERAL BRACING

(1) 1 1/2" MIN COLD-ROLLED CHANNEL BRIDGING LOCATED AT APPROX. 1/3

POINTS (3'-8" MAX SPACING) OF WALL STUDS THROUGH STUD PUNCHOUTS.

(2) WELD CHANNEL BRIDGING SECURELY TO WALL STUDS TO PREVENT TWISTING.

18. EXTERIOR ENCLOSURE:

A) CURTAIN WALL

(1) CURTAIN WALL IS TO SPAN VERTICALLY.

(2) LOCATE AND INSTALL EMBEDMENTS FOR CONNECTION OF CURTAIN WALL ELEMENTS TO

BUILDING STRUCTURE FROM EMBEDMENT LOCATION PLANS AS SUBMITTED BY THE

CURTAIN WALL CONTRACTOR.

(3) DESIGN OF THE CONNECTION BETWEEN CURTAIN WALL AND STRUCTURE IS BY THE

CURTAIN WALL CONTRACTOR.

B) STOREFRONT AND PUNCHED WINDOWS

(1) FRAMES FOR STOREFRONT AND PUNCHED WINDOWS ARE TO SPAN VERTICALLY TO THE

STRUCTURE ABOVE OR BELOW THE FRAME.

(2) DESIGN OF THE CONNECTION BETWEEN THE STOREFRONT AND PUNCH WINDOW

FRAMES AND THE STRUCTURE IS BY THE STOREFRONT/PUCHED WINDOW CONTRACTOR.

19. MISCELLANEOUS

A) ELEVATIONS:

(1) ELEVATIONS ARE LEVEL 1 SLAB ELEVATION = 0'-0" (UNO).

(2) CIVIL DATUM ELEVATION = 710.84' FOR LEVEL 1.

B) COORDINATE SLOPES TO FLOOR DRAINS WITH PLUMBING AND ARCHITECTURAL

REQUIREMENTS. REQUIRED SLOPES TO FLOOR DRAINS ARE NOT SHOWN ON THE

STRUCTURAL DRAWINGS.

C) OPENINGS

(1) OPENINGS LESS THAN OR EQUAL TO 14" IN THE LARGEST DIMENSION ARE TYPICALLY

NOT SHOWN ON THE DRAWINGS.

(2) FOR LOCATION, SIZE AND TYPE OF OPENINGS OR SLEEVES REQUIRED TO PENETRATE

SLABS AND DECKS REFER TO THE REMAINDER OF THE CONTRACT DOCUMENTS.

(3) OPENINGS NOT INTERRUPTING MAJOR STRUCTURAL ELEMENTS ARE SHOWN FOR

THE CONTRACTOR'S CONVENIENCE.

(4) COORDINATE FINAL SIZE AND LOCATION WITH EQUIPMENT SUPPLIED,

SUB-CONTRACTOR REQUIREMENTS, AND WITH FIELD CONDITIONS.

(5) OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS OR DEVIATING IN SIZE OR

LOCATION MORE THAN 4 INCHES ARE TO BE SPECIFICALLY NOTED ON THE APPLICABLE

STRUCTURAL SHOP DRAWINGS AND SUBMITTED FOR APPROVAL BY THE ARCHITECT.

(6) NO OPENINGS ARE PERMITTED THROUGH BEAMS OR COLUMNS UNLESS DETAILED

ON THE STRUCTURAL DRAWINGS.

D) ELEVATOR REQUIREMENTS

(1) COORDINATE ELEVATOR PIT AND SHAFT DIMENSIONS WITH APPROVED

SHOP DRAWINGS PRIOR TO BEGINNING CONSTRUCTION IN AFFECTED AREAS.

1. ANY REFERENCE TO A CODE OR STANDARD SHALL BE UNDERSTOOD TO REFER TO THAT CODE

OR STANDARD AND DATE LISTED IN THE REFERENCE STANDARDS.

2. ALL CONSTRUCTION AND DESIGN SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING:

2018 INTERNATIONAL BUILDING CODE, ASCE 7-16.

3. UNLESS OTHERWISE SHOWN ON PLANS, THE LOCATION OF CONSTRUCTION JOINTS ARE SUBJECT

TO PRIOR APPROVAL BY THE DESIGN PROFESSIONAL.

4. WHERE A SECTION OR DETAIL IS REFERENCED FOR ONE CONDITION, IT SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY REFERENCED AT THOSE CONDITIONS.

5. CONTRACTOR SHALL COORDINATE THE LOCATION OF DEPRESSED SLABS, FLOOR DRAIN SLOPES

AND EQUIPMENT PADS PRIOR TO PLACING CONCRETE.

6. CONTRACTOR SHALL COORDINATE THE LOCATION OF MECHANICAL UNITS, ELECTRICAL FIXTURES, MECHANICAL DUCTS, DRAINS, PLUMBING EQUIPMENT AND PIPING, ETC. WITH ALL TRADES AFFECTED

AND EQUIPMENT PURCHASED PRIOR TO PROCEEDING WITH STRUCTURAL WORK. MODIFICATIONS

OR CHANGES AS A RESULT OF THIS COORDINATION SHALL BE CLEARLY DETAILED, NOTED AND

SUBMITTED

WITH SHOP DRAWINGS FOR REVIEW BY THE DESIGN PROFESSIONAL.

7. CONTRACTOR SHALL VERIFY THE TYPE, SIZE, LOCATION AND NUMBER OF OPENINGS, SLEEVES, CONDUITS, EMBEDDED ITEMS, UTILITY PIPES, ETC. PRIOR TO PLACING CONCRETE OR STARTING

WALL CONSTRUCTION.

8. INDICATES SPAN OF STEEL DECK AND/OR CONCRETE SLABS.

9. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY THE DESIGN PROFESSIONAL FOR REVIEW OF ANY SUCH DEVIATIONS.

10. DO NOT SCALE DRAWINGS.

11. THE STRUCTURE IS NOT DESIGNED TO BE SELF-SUPPORTING AND STABLE UNTIL AFTER THE

BUILDING

STRUCTURE IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY

BRACING, GUYS OR TIE-DOWNS.

12. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE

AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,

METHODS,

PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE DESIGN PROFESSIONAL DOES NOT

HAVE CONTROL FOR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH

THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER

PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT

THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

13. THE DESIGN PROFESSIONAL'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS

AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND

APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE

CONSTRUCTION CONTRACT AND THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND

OTHER SUBMITTALS IN ACCORDANCE WITH A WRITTEN SCHEDULE DISTRIBUTED IN ADVANCE TO THE

DESIGN PROFESSIONAL IDENTIFYING THE DATES FOR THE SUBMITTAL OF THE VARIOUS SHOP

DRAWINGS AND SUBMITTALS.

14. THE DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL / WINDOW WALL SYSTEMS, COLD-FORMED METAL FRAMING, OR OTHER SYSTEMS

NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

15. SEE PLANS FOR FLOOR ELEVATIONS.

1. ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN OF THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), 15TH EDITION.

2. UNLESS SHOWN OTHERWISE, ALL BEAM OR GIRDER CONNECTIONS SHALL BE FRAMED OR SEATED

CONNECTIONS AS SHOWN IN THE AISC "MANUAL OF STEEL CONSTRUCTION". THE DESIGN OF

CONNECTIONS FOR ANY PART OF THE STRUCTURE NOT INDICATED ON THE DESIGN DRAWINGS SHALL BE COMPLETED BY THE FABRICATOR. UNLESS REACTIONS ARE INDICATED ON THE DESIGN DRAWINGS, CONNECTION AT EACH END OF THE MEMBERS SHALL DEVELOP AT LEAST 80% FOR COMPOSITE MEMBERS AND 50% FOR NON-COMPOSITE MEMBER OF THE TOTAL UNIFORM LOAD CAPACITY OF THE MEMBER OR A MINIMUM REACTION OF 10 KIPS, WHICHEVER IS GREATER. IN NO CASE SHALL THE LENGTH OF FRAMED CONNECTIONS BE LESS THAN ONE-HALF OF THE "T" DISTANCE OF THE MEMBER WEB. ALL STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE DESIGNED BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE

OF IOWA TO RESIST FORCES SPECIFIED.

3. ALL CONTRACTOR FURNISHED DESIGN, DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH OSHA CONSTRUCTION SAFETY AND HEALTH STANDARDS, 29 CFR PART 1926, SUBPART

R, STEEL ERECTION EFFECTIVE JANUARY 18, 2002.

4. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, GRADE 50, (FY= 50 KSI, U.N.O.) EXCEPT

PLATES AND MISC.STEEL.

5. HOIST BEAMS (PROVIDE W8x15 MIN, U.N.O.) ARE DESIGNED FOR A SINGLE CONCENTRATED LOAD OF 5000 LBS.

6. ALL STRUCTURAL TUBE SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy= 46 KSI )

ALL STRUCTURAL PIPE SECTIONS SHALL CONFORM TO ASTM A53, TYPE E OR S , GRADE B.

7. ALL BOLTS FOR STRUCTURAL CONNECTIONS SHALL BE SLIP-CRITICAL, CLASS B, HIGH STRENGTH ASTM A325, UNLESS NOTED OTHERWISE. PROVIDE LOAD INDICATOR WASHERS AND HARDENED WASHERS AT ALL

CONNECTIONS.

8. ANCHOR RODS FOR COLUMNS SHALL BE ASTM F1554 (GR.36), UNLESS NOTED OTHERWISE.

9. MATERIAL FOR NUTS AND WASHERS SHALL BE COMPATIBLE FOR BOLTS.

10. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STRUCTURAL WELDING CODE - STEEL

OF THE AMERICAN WELDING SOCIETY, AWS D1.1.

11. WHERE FILLET WELDS ARE SHOWN BUT NOT SIZED, MINIMUM SIZE OF FILLET WELDS CONFORMING TO THE

AISC SPECIFICATIONS SHALL BE USED.

12. ALL BEAMS SHALL HAVE NATURAL CAMBER UPWARD, UNLESS NOTED OTHERWISE (C=1") - INDICATES

1" OF POSITIVE CAMBER.

13. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES

WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL.

14. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OF STRUCTURE (IN BOTH DIRECTIONS) UNTIL VERTICAL BRACING, MOMENT CONNECTIONS, FLOOR DECK AND ROOF DECK HAVE BEEN COMPLETELY INSTALLED AND ALL MEMBERS HAVE RECEIVED FINAL BOLTING AND OR WELDING AND THESE ELEMENTS HAVE PASSED

INSPECTION.

15. EXCEPT AS SHOWN OTHERWISE STRUCTURAL DESIGN OF STEEL STAIRS SHALL BE PERFORMED BY THE

STAIR FABRICATOR. DESIGN LIVE LOAD = 100 PSF.

16. ALL MECHANICAL OPENINGS AND CURB SIZES SHALL BE COORDINATED WITH SELECTED EQUIPMENT

MANUFACTURERS PRIOR TO ERECTION.

17. PROVIDE MINIMUM 2 BOLTS IN EACH BEAM CONNECTION.

18. DESIGN X-BRACING CONNECTIONS TO DEVELOP THE REACTIONS SHOWN. IF NOT SHOWN, DESIGN

CONNECTIONS TO DEVELOP FULL TENSION CAPACITY OF X-BRACING MEMBER.

19. UNLESS NOTED OTHERWISE, MINIMUM PLATE THICKNESS TO BE 3/8", MINIMUM BOLT DIAMETER TO BE 3/4", MINIMUM FILLET WELD TO BE 3/16", MINIMUM DESIGN LOAD FOR BEAM CONNECTIONS TO BE 15 KIPS.

20. ALL STRUCTURAL STEEL EXPOSED TO EXTERIOR CONDITIONS, INCLUDING LINTEL ANGLES AND OTHER MISCELLANEOUS STEEL SUPPORTING THE FASCIA ELEMENTS, SHALL BE HOT DIPPED GALVANIZED PER ASTM A123 AND ALL FASTENERS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153.

21. COMPOSITE FLOOR MEMBERS ARE DESIGNED TO BE UNSHORED UNLESS OTHERWISE NOTED. THE WEIGHT OF THE WET CONCRETE WILL RESULT IN DEFLECTIONS OF THE SUPPORTING STEEL DECKS, BEAMS, AND GIRDERS. ALL OVERRUNS OF CONCRETE QUANTITIES ARE TO BE ANTICIPATED AND

INCLUDED IN THE CONTRACTOR'S BID. THE CONTRACTOR SHALL COORDINATE EMBEDDED ITEMS

REQUIRED FOR ARCHITECTURAL, STRUCTURAL, AND MECHANICAL ELEMENTS. CONCRETE FLOORS

UTILIZING UNSHORED CONSTRUCTION SHALL BE SCREEDED LEVEL.

22. THE CAMBER OF STEEL MEMBERS SHALL BE VERIFIED IN THE SHOP AND THE FIELD PER THE

SPECIFICATIONS.

23. IT IS THE INTENTION OF THESE DESIGN DOCUMENTS TO DELEGATE THE DESIGN OF ALL STRUCTURAL STEEL CONNECTIONS TO A QUALIFIED SPECIALTY PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF IOWA. THIS REQUIREMENT EXTENDS TO ALL CONNECTIONS, WITH THE EXCEPTION OF

SPECIFICALLY FULLY DESIGNED IN THE DESIGN DOCUMENTS OR STANDARD BEAM CONNECTIONS

AVAILABLE IN THE AISC STEEL CONSTRUCTION MANUAL. IT IS ANTICIPATED THAT PROSPECTIVE STRUCTURAL STEEL FABRICATORS WILL PERFORM NECESSARY INVESTIGATION TO DETERMINE THE FULL IMPACT OF CONNECTION CLEARANCE REQUIREMENTS, AS WELL AS THE POTENTIAL NECESSARY

INTRODUCTION OF DOUBLER PLATES, CONTINUITY PLATES, AND/ OR WEB FLANGE OR OTHER

STIFFENERS PRIOR TO SUBMITTING ANY BID FOR THIS WORK.

24. PROVIDE SIGNED AND SEALED CALCULATIONS FOR ALL STRUCTURAL STEEL CONNECTION DESIGN PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF IOWA. CALCULATIONS

ARE TO BE SUBMITTED PRIOR TO FABRICATION, SIMULTANEOUSLY WITH SHOP DRAWINGS.

25. CONTRACTOR SHALL REVIEW ARCHITECTURAL DRAWINGS TO ENSURE ALL MISCELLANEOUS STEEL

NOT SHOWN ON THE STRUCTURAL DRAWINGS IS INCLUDED IN THE STEEL SUPPLIERS SCOPE.

26. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'S

SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS.

27. ALL WELDS SHALL BE VISUALLY INSPECTED. 100% OF FULL PENETRATION GROOVE WELDS SHALL BE

INSPECTED BY ULTRASONIC TESTING. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

28. UNLESS NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION.

29. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE

ON THE DRAWINGS.

30. ALL REACTIONS AND FORCES PROVIDED ARE UNFACTORED, SERVICE LEVEL FORCES.

31. AT CONTRACTORS OPTION, STEEL COLUMNS CAN BE GROUPED TO USE FEWER SIZES BY INCREASING SMALLER SIZE COLUMNS TO A LARGER SIZE WITHIN THAT GROUP. APPROVAL OF GROUPING MUST BE

RECEIVED PRIOR TO SHOP DRAWING SUBMITTAL.

32. CONTRACTOR TO PROVIDE AN EDGE ANGLE L6x6x1/4 OR 1/4" BENT PLATE AROUND ALL SLAB EDGES AND

OPENINGS, U.N.O.

33. CONTRACTOR TO PROVIDE ADDITIONAL FRAMING OF MIN. HSS6x4x3/8 VERTICALS TO BRACE ELEVATOR RAILS WHERE REQUIRED BY THE ELEVATOR MANUFACTURER. FRAMING TO BE PROVIDED WITH A SLIP CONNECTION

AT EACH FLOOR.

34. STEEL FABRICATOR TO REVIEW ARCHITECTURAL, INTERIOR, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS BTO ENSURE ALL EDGE OF SLAB DIMENSIONS, MISCELLANEOUS STEEL REQUIREMENTS AND OTHER CONDITIONS INDICATED ON THE NON-STRUCTURAL DRAWINGS HAVE BEEN CONSIDERED AND

INCLUDED IN THE PROJECT.

35. DIMENSIONS (UNLESS NOTED OTHERWISE):

(1) TO CENTERLINE OF COLUMNS AND BEAMS.

(2) TOP SURFACES OF TOP FLANGES OF BEAMS.

(3) BACK OF CHANNEL AND ANGLES.

(4) ELEVATIONS: REFER TO TOP SURFACE OF FLANGE OF MEMBER AND TOP OF BEARING PLATES.

B) CONNECTIONS

(1) BEAM TO BEAM OR BEAM TO COLUMN CONNECTIONS

(a) CONFORM TO FRAMED BEAM CONNECTIONS IN PART 4 OF THE AISC MANUAL OF STEEL

CONSTRUCTION FOR CONNECTIONS NOT DETAILED ON THE DRAWINGS

1. ENGINEERED STEEL STAIR SYSTEM, SHOP DRAWINGS, CALCULATIONS AND CONNECTION OF

SAME TO THIS STRUCTURE SHALL BE DESIGNED, SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF IOWA.

2. THE CONFIGURATION OF THE STEEL STAIR SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL

DRAWINGS.

3. STEEL STAIR SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS

INDICATED ON THE DRAWINGS AND IN THE BUILDING CODE.

4. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS AND SHALL COMPLY WITH ALL

APPLICABLE CODES.

5. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM

AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON

THESE DRAWINGS.

1. QUALITY CONTROL SUBMITTALS SHALL BE PROVIDED IN ACCORDANCE WITH THE SPECIFICATIONS.

2. THE CONTRACTOR SHALL PROVIDE QUALITY/CONTROL, TESTING & INSPECTION, AND THE SPECIAL

INSPECTOR SHALL BE HIRED DIRECTLY BY THE PRIME CONTRACTOR.

1. SHEAR STUD CONNECTIONS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH AWS D1.1 "STRUCTURAL WELDING CODE", SECTION 7 - STUD WELDING.

2. ATTACHMENT OF STUDS AND DEFORMED BAR ANCHORS (DBA's) SHALL BE BY ARC STUD

WELDING GUN AND SHALL BE SUFFICIENT TO DEVELOP THE FULLY CAPACITY OF EACH

INDIVIDUAL STUD.

3. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 60,000

PSI AND SHALL BE OF LENGTH AND DIAMETER SHOWN ON STRUCTURAL DRAWINGS.

1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN

CONCRETE INSTITUTE (ACI) STANDARDS 301 AND 318.

2. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60, REINFORCING

BARS SHALL

NOT BE TACK WELDED , HEATED OR CUT,UNLESS INDICATED ON THE CONTRACT DOCUMENTS.

3. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185, EXCEPT AS PROVIDED IN ACI

318, UNLESS NOTED OTHERWISE. PROVIDE ALL WWF IN FLAT SHEETS.

4. REINFORCEMENT LARGER THAN A #4 BAR SHALL NOT BE FIELD BENT WITHOUT PRIOR

APPROVAL OF THE DESIGN PROFESSIONAL.

5. SPLICES OF REINFORCEMENT SHALL BE MADE ONLY AS REQUIRED OR PERMITTED ON THE

STRUCTURAL DRAWINGS OR AS AUTHORIZED BY THE DESIGN PROFESSIONAL. ALL SPLICES

SHALL BE CLASS "B" AS DEFINED BY ACI 318, UNLESS NOTED OTHERWISE.

6. REINFORCING BAR HOOKS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE STANDARD

HOOKS AS DEFINED BY ACI 318, UNLESS NOTED OTHERWISE.

7. REINFORCEMENT MAY BE SHIFTED TO ALLOW FOR PLACEMENT OF INSERTS OR PENETRATIONS LESS THAN OR EQUAL TO SIX INCHES (6") IN SIZE PROVIDED THAT MINIMUM CONCRETE COVER

IS MAINTAINED.

8. NO PENETRATION LARGER THAN SIX INCHES (6") IN SIZE SHALL BE MADE IN CONCRETE UNLESS

INDICATED ON THE STRUCTURAL DRAWINGS OR WITHOUT PRIOR APPROVAL OF THE DESIGN

PROFESSIONAL.

9. TOLERANCES FOR FORMED SURFACES SHALL BE GOVERNED BY ACI 117.

10. ALL EXPOSED CONCRETE EDGES TO HAVE 3/4" CHAMFER.

11. PROVIDE A VAPOR RETARDER BELOW ALL INTERIOR SLABS CAST ON GRADE (THICKNESS = 15

MIL).

12. CURING COMPOUND TO BE COMPATIBLE FLOOR FINISH, SUCH AS TERRAZO, STONHARD, ETC. IF

NOT COMPATIBLE , CONCRETE SHALL BE WET CURED.

13. PROVIDE ADDITIONAL 2 #4x3'-0" REINFORCING BARS IN SLAB-ON-GRADE AT ALL RE-ENTRANT

CORNERS.

PLACE BARS AT MID-DEPTH OF SLAB WITH A CLEARANCE OF 2" FROM CORNER, U.N.O.

14. BEFORE CONCRETE OPERATIONS BEGIN, REINFORCEMENT WHICH USES A MECHANICAL

SPLICING DEVICE SHALL BE INSPECTED BY THE TESTING LABORATORY.

15. MECHANICAL SPLICING DEVICES SHALL DEVELOP 125% OF SPECIFIED YIELD STRENGTH (Fy) OF

THE BAR.

16. CONCRETE TYPE AND USES:

TYPE

A

B

C

28-DAY MINIMUM

COMPRESSIVE

STRENGTH

4000 PSI

4000 PSI

4000 PSI

SLUMP

RANGE

4" + 1"

6" + 1"

6" + 1"

MAX. WATER/

CEMENT RATIO

0.45

0.50

0.45

USE

INTERIOR SLAB-ON-GRADE,

CONCRETE WALLS,

COLUMNS, PILASTERS AND

CONCRETE ON METAL DECK

SPREAD FOOTINGS

DRILLED PIERS AND CAPS

AIR

CONTENT

+/- 1%

3 1/2%

3 1/2%

3-1/2%

NOTE: MAXIMUM WEIGHT = 150 PCF, REDUCE AIR CONTENT TO 2% +/- 1% AT HARD TROWELED

SURFACES.

17. WATER / CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONY SHALL NOT EXCEED 0.40 BY

WEIGHT.

18. ALL COLUMNS AND BEAMS INTEGRATED IN CMU WALLS ARE 8" AND 12" NOMINAL AND 7 5/8" AND

11 5/8" ACTUAL DIMENSIONS.

19. WHEN WATER-BASED FLOORING ADHESIVES ARE BEING USED, CONTRACTOR SHALL VERIFY

THAT THE WATER CONTENT OF THE SLABS IS WITHIN THE ALLOWABLE RANGE FOR

INSTALLATION USING SUCH ADHESIVES.

20. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE

AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING

DETAILS OF ACI STANDARDS AND SPECIFICATIONS.

21. ALL REINFORCING STEEL THAT WILL BE WELDED SHALL MEET THE REQUIREMENTS OF ASTM A706

GRADE 60 DEFORMED BARS.

22. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED:

BEAMS 1 1/2"

COLUMNS AND WALLS 1 1/2"

FOOTINGS AND DRILLED PIERS 3"

CONCRETE EXPOSED TO EARTH OR WEATHER 2" - #6 BARS OR LARGER

1 1/2" - 5 BARS OR SMALLER

23. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS.

24. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS AND TOP

BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE WITH SPLICE

TABLES AND DETAILS SHOWN ON DRAWINGS.

25. PROVIDE DOWELS INTO FOOTINGS, SUPPORT BEAMS, ETC. TO MATCH VERTICAL BARS WITH LAPS

AS NOTED BELOW U.N.O.

26. REINFORCEMENT LAP SPLICES OR EMBEDMENT LENGTHS TO BE AS FOLLOWS, U.N.O.

CONCRETE REINFORCEMENT - CLASS B TENSION LAP SPLICE

27. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND RUST AND

PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND

SPECIFICATIONS.

28. WELDED WIRE FABRIC MINIMUM LAP SPLICE SHALL BE ONE SPACE PLUS TWO INCHES.

29. USE OF FLAT MANUFACTURED WELDED WIRE FABRIC SHEETS IS REQUIRED (NO ROLLS).

30. WELDED WIRE FABRIC SHALL BE PLACED 1" FROM THE TOP OF ALL SLABS AND FULLY

SUPPORTED ON CHAIR OR BOLSTERS PRIOR TO CONCRETE POUR UNLESS NOTED OTHERWISE.

31. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO-THIRDS

OF THE 28-DAY DESIGN STRENGTH.

32. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET

THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301.

33. BOTTOM REINFORCEMENT IN WALL FOOTING TO BE CONTINUOUS THROUGH COLUMN FOOTINGS.

34. PROVIDE CONTRACTION/CONSTRUCTION JOINTS IN CONCRETE WALLS AT MAXIMUM 25 FT. O.C.

AND MAX. 10 FT. FROM CORNERS PER ACI 224-3R.

35. CONCRETE AND REBAR SUB-CONTRACTORS TO REVIEW ARCHITECTURAL, INTERIOR,

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS TO ENSURE ALL EDGE OF SLAB

DIMENSIONS, MISCELLANEOUS OTHER REQUIREMENTS AND CONDITIONS INDICATED ON THE

NON-STRUCTURAL DRAWINGS HAVE BEEN CONSIDERED AND INCLUDED IN THE PROJECT.

1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN

FROM THE DRAWINGS THAT WERE PREPARED FOR: DEPARTMENT OF VETERAN AFFAIRS, IOWA CITY

PREPARED BY: HEERY INTERNATIONAL, INC.

ENTITLED: EXPAND SPECIALTY CARE ADDITION

DATED: 05/08/2019

2. WORK SHOWN ON THESE DRAWINGS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS

PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS

INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES,

MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY

THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

PRODUCT SCHEDULE

TYPE ACCEPTABLE PRODUCT

EXPANSION BOLT 1. "KWIK BOLT 3", HILTI, INC.

2. "STRONG BOLT 2", SIMPSON STRONG-TIE

COMPANY, INC

3. "POWER STUD + SD1", POWERS FASTENERS

ADHESIVE ANCHOR

OR REBAR

ADHESIVE

1. "HIT-HY 200", HILTI, INC.

2. "AT-XP", SIMPSON STRONG-TIE COMPANY, INC.

3. "AC100 + GOLD", POWERS FASTENERS.

VERTICAL SLIP CLIP

( MATCH STUD DEPTH )

1. "VERTICLIP SLB", THE STEEL NETWORK, INC.

2. "FAST CLIP SLIDE CLIP", DIETRICH METAL

FRAMING

3. "MSCB BYPASS FRAMING SLIDE-CLIP",

SIMPSON STRONG-TIE COMPANY, INC.

A N

C H

O R

S M

E T

A L

S T

U D

C O

N N

E C

T

IO

N S

PRODUCT SCHEDULE

TYPE ACCEPTABLE PRODUCT

EXPANSION BOLT 1. "KWIK BOLT 3", HILTI, INC.

2. "STRONG BOLT 2", SIMPSON STRONG-TIE

COMPANY, INC

3. "POWER STUD + SD1", POWERS FASTENERS

ADHESIVE ANCHOR

OR REBAR

ADHESIVE

1. "HIT-HY 200", HILTI, INC.

2. "AT-XP", SIMPSON STRONG-TIE COMPANY, INC.

3. "AC100 + GOLD", POWERS FASTENERS.

VERTICAL SLIP CLIP

( MATCH STUD DEPTH )

1. "VERTICLIP SLB", THE STEEL NETWORK, INC.

2. "FAST CLIP SLIDE CLIP", DIETRICH METAL

FRAMING

3. "MSCB BYPASS FRAMING SLIDE-CLIP",

SIMPSON STRONG-TIE COMPANY, INC.

A N

C H

O R

S M

E T

A L

S T

U D

C O

N N

E C

T

IO

N S

CASE 1:

1. BEAMS AND SLABS:

CONCRETE COVER >/= TO BAR DIAMETER, C-C BAR SPACING >/= TO 2X BAR DIAMETER AND

WITH STIRRUPS OR TIES THROUGHOUT TENSION LAP SPLICE LENGTH NOT LESS THAN THE

CODE MINIMUM.

2. OTHER MEMBERS:

CONCRETE COVER >/= TO THE BAR DIAMETER AND C-C BAR SPACING >/= TO 3X BAR DIAMETER.

CASE 2:

3. BEAMS AND SLABS:

CONCRETE COVER < BAR DIAMETER AND

C-C BAR SPACING < TO 2X BAR DIAMETER.

4. OTHER MEMBERS:

CONCRETE COVER < THE BAR DIAMETER OR C-C BAR SPACING < TO 3X BAR DIAMETER.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\B ox \C

B R

E D es ig n\ P ro je ct s\

\1

_I

C V

A S pe c

C lin ic P ha se

II

I\3

_D es ig n\

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\1 2.

.2

2\

6-

4_

.1 2_

S T

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C _R

.r vt 2/

5/

:1 6:

P

M

S-002

STRUCTURAL GENERAL NOTES RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6, IOWA CITY, IA 52246

636-804

MR NC

100% CONSTRUCTION

DOCUMENTS

VEG 20.12 12/16/2022

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

A3 ADDENDUM 3 02/09/2024

A3

MRometo Snapshot

MRometo Snapshot

MRometo Typewritten Text 2/9/24

D.7

F

1 2

D

E

1.1

E.9

1/

2"

0' - 6"

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

0'

0'

1/

3/16

3/16 2@12

CHANNEL

STRINGER

W BEAM - SEE

PLAN FOR SIZE

1/4" BENT PL w/ 1/2" DIA x 4" LONG

HCA @ 12" OC

3/4" DIA x 6" LONG

HEADED STUD

WELDED TO PLATE

0'

TACK WELD

AFTER FINAL

ADJUSTMENT -

TYPICAL

0'

3/8 3

TYP

1/4" CLR

DWGS

SEE ARCH

V A

R

IE

S

3/4" DIA STEEL BAR

HANGER RODS

FACE OF FINISH

SIDE WALLS

TUBE STEEL

OR WIDE FLANGE

BEAM - SEE PLAN

FOR SIZE

UNITIZED LANDING

HANGER SLEEVE

FLAT WASHER w/

2 - HEX NUTS

HANGER ROD AT CENTER

LINE OF WALL CAVITY

0' - 6"

0'

SEE PLAN SEE PLAN

#3 CONT

( 2 ) #4 CONT

3/16 2@12

3/16 2@12

FIELD WELD OPT

1/

2"

1/4" BENT PL

#3 @ 16" OC

5W-BEAM

OR TUBE

STEEL - SEE

PLAN FOR SIZE

A3

NOTES:

1. SEE SHEET 50-S1 FOR STRUCTURAL GENERAL NOTES.

2. TOP OF STEEL EL = 23'-4 1/2" UNO.

3. 1 1/2" x 18 GA TYPE "B" ROOF DECK ( GALV ) ATTACH DECK TO SUPPORTS WITH 5/8" DIA PUDDLE

WELDS WITH 36/7 PATTERN. FASTEN SIDELAPS WITH #10 TEK SCREWS @ 12" OC.

4. DASHED LINES INDICATE DEMOLITION. REMOVE EXISTING STEEL ABOVE LEVEL 2 (UNO) IN PREPARATION

FOR NEW CONSTRUCTION.

0"

1'

1"

5/ 8"

1'

/8

1' - 9" 10' - 0 5/8"

3'

/4

0'

1/ 4"

W18X40

W18X40

W

X

W

X

W

X

HSS 6X6X1/4 TYP

EXISTING COLUMN TO REMAIN

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\B ox \C

B R

E D es ig n\ P ro je ct s\

\1

_I

C V

A S pe c

C lin ic P ha se

II

I\3

_D es ig n\

0_ R ev it\

\1 2.

.2

2\

6-

4_

.1 2_

S T

R U

C _R

.r vt 2/

5/

:1 6:

P

M

S-503

STRUCTURAL STAIR DETAILS RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6, IOWA CITY, IA 52246

636-804

MR NC

100% CONSTRUCTION

DOCUMENTS

VEG 20.12 12/16/2022

NTS

STAIR STRINGER TO LANDING CONNECTION

3 NTS

STAIR HANGER DETAIL

NTS

BENT PLATE DETAIL

3/16" = 1'-0"

EXISTING STAIR ROOF FRAMING DEMOLITION PLAN

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

A3 ADDENDUM 3 02/09/2024

2/9/24

DN

UP

1 1.1 2 2.8 3 4 4.5 5 6 6.2 7 8

F

E.9

E

D

B

A.1

A

C

D.7

7.9

EXAM

EXAM

EXAM

317B

SOILED

UTILITY

317C

CLEAN

SUPPLY

317D

LINEN/

STORAGE

317E

MEDS

ROOM 338

EXAM 3ST02

STAIR 2

EXAM

EXAM

EXAM

EXAM

EXAM

STAFF

LOUNGE331

PATIENT

TLT

PATIENT

TLT

BARIATRIC

EXAM

EXAM

EXAM

PUBLIC

TLT

PUBLIC

TLT

300A

COPY/FORMS

STORAGE322

STORAGE

PATIENT

TLT

STAFF

TLT

3ST01

STAIR 1

COMM

ELEC

MECHANICAL

SHAFT

EXAM

EXAM

HSKP

IT

TEAM

WORK

AREA

EXAM

EXAM

EXAM

326A

HT/WT

VENDING

317A

WORK

ALCOVE

RECEPTION/CONTROL

3C02

WAITING

ALCOVE

PATIENT EDUCATION

ALCOVE

317F

WORK

ALCOVE

3C04

CORRIDOR

3C05

CORRIDOR

3C03

CORRIDOR

3C06

CORRIDOR

3C06

331330

321320

3C05B

3C05A

317B 317C 317D 317E

3C07

3C06B3C06A

3ST02

300C

300B

311B

319A

315A

319B

338A

8B

337B

335A

335B

333B

329B

329A327A

327B325B

325A

323B

323A

313B

311A

313A

315B

3ST01

W3 W3

W1

W2 W4

L1

S4A.A21

S 4A

.A

S4A.A21

337A

333A

326A 326B

W1

CONFERENCE

S6A

F3A

4A

W4

F3A

S6A

S6A

S6A

F2B

S4A.A21

S 4A

.A

F2B

3C07

CORRIDOR

2'-0" (TYP)

2' -0

T Y

P

1 1 1

8'-0" (CLR)

4'

/8

6' -0

(C

LR

3' - 6 1/2"

10 5/8" 8' - 5" 2' - 6 1/2"

8'-0" (CLR)

4 3/8"

1'

0"

4'

/8

3'

/4

7'

/4

3'

2'

/4

3'

/8

4'

3/

4"

7 5/8"

2' - 4 3/8" 8 5/8" 3' - 5 7/8" 6' - 11 1/8" 3' - 5 7/8"

8 5/8"

6' - 2 1/2"

5' - 10" CLR

3'

/8

2'

/4

4'

/2

3'

3'

5'

3/ 4"

1'

/2

3'

/8

6' - 0" CLR13' - 2 3/8"

13' - 2"

6' - 0" CLR

6'

C

LR

1'

3'

/2

2' - 11 1/4"

6'

/8

3'

5/

8"

2'

1' - 11 1/2" 5' - 2 1/2"

4'

/4

/4 " 2' - 10 3/4"

10' - 11"

1' -1

0"

T Y

P

1'-01/4" (TYP)

5' - 4 5/8" 5' - 11"

1' - 0 1/2"

6'-3" (CLR)

4'

/2 "7' - 3 1/4"1' - 9 1/4"

2'

/2

3'

/2

3'

/2

3' - 8" 3' - 8"

3'

3'

3' - 7" 3' - 7" 3' - 7" 3' - 7"

3'

300B

ADMIN/WORKSTNS

3C01

LOBBY

5' - 10" CLR

5' - 5 1/8"

314A

PLUMBING

CHASE

326B

HT/WT

322A

CRASH

CART

5' - 0"

1'

/4

3'

3'

3'

3'

5' - 6 3/8"

3'

1/ 2"

6'

/8

3'

3'

4'

/8

4'

3'

/2

3' - 4 3/4"

10 7/8" 10 7/8"

A-513

A-513

A-512

A-512

A-432

A-512

A-433

A-431

A-512

A-511

A-513

A-511

AI411

A-513

A-512

AI411

A-411

AI411

A-512

A-512

A-512

7'

/8

4'

/8

3'

/4

5'

0"

7'

/2

2'

/2

F3AF3A

F3A

S6A

F3A

TP-2 TP-2 TP-2 TP-2 TP-2 TP-2 TP-2 TP-2 TP-2 TP-2

TP-2

TP-2

TP-2

TP-2

TP-1

TP-2

TP-2

TP-2

TP-2 TP-1 TP-2 TP-2

TP-2

TP-2

TP-2

TP-2

TP-2

TP-2

TP-2

TP-2

F3A

F0A

F0A

3C

3C08

CORRIDOR

3C08

CORRIDOR

3C08

CORRIDOR

3C08

CORRIDOR

A. INTERIOR PARTITIONS SHALL BE "S3A" UNO. FURRED PARTITIONS AS

INTERIOR FACE OF EXTERIOR WALLS SHALL BE "F2B" UNO.

B. DOOR LOCATIONS TO BE PER TYPICAL DETAILS ON A-621 OR CENTERED IN

ROOM, UNLESS NOTED OTHERWISE.

C. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n

N or th

T ru e N o rt h

BLDG 1

BLDG 7

BLDG 50

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\6

-8

_2 0.

_A

R C

H _R

_z m ill er 4N

R T

Z .r vt 2/

8/

0:

:4

A M

A-103

FLOOR PLAN - LEVEL 3 -

DIMENSIONAL

RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6 W, IOWA CITY, IA 52246

636-804

12/14/2022 DJ CJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.12

FINAL DRAWINGS SUBMISSION FOR CONSTRUCTION

P la n N or th

True N orth

3/16" = 1'-0"

LEVEL 3 - ARCHITECTURAL FLOOR PLAN - DIMENSIONAL

1. ALIGN

2. DIMENSIONAL BENCHMARK

3. ALIGN WITH DIMENSIONAL BENCHMARK

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

A3 ADDENDUM 3 02/09/2024

A3

DNUP

1 1.1 2 2.8 3 4 4.5 5 6 6.2 7 8

F

E.9

E

D

B

A.1

A

C

D.7

7.9

EXAM

EXAM

EXAM

317B

SOILED

UTILITY

317C

CLEAN

SUPPLY

317D

LINEN/

STORAGE

317E

MEDS

ROOM 338

EXAM

3ST02

STAIR 2

EXAM

EXAM

EXAM

EXAM

EXAM

STAFF

LOUNGE

PATIENT

TLT

PATIENT

TLT

BARIATRIC

EXAM

EXAM

EXAM

PUBLIC

TLT

PUBLIC

TLT

300A

COPY/FORMS

STORAGE322

STORAGE

PATIENT

TLT

STAFF

TLT

3ST01

STAIR 1

COMM

ELEC

MECHANICAL

SHAFT

EXAM

EXAM

HSKP

IT

TEAM

WORK

AREA

EXAM

EXAM

EXAM

326A

HT/WT

VENDING

317A

WORK

ALCOVE

RECEPTION/CONTROL

3C02

WAITING

ALCOVE

PATIENT EDUCATION

ALCOVE

317F

WORK

ALCOVE

3C04

CORRIDOR

3C05

CORRIDOR

3C03

CORRIDOR

3C06

CORRIDOR

A-311

AI221

AI221 5

AI221 7

AI222

AI222

AI221

CONFERENCE

A-321

A-321

A-321

A-321

A-4338

AI221

326B

HT/WT

A-6334

3C07

CORRIDOR

3C07

CORRIDOR

300B

ADMIN/WORKSTNS

314A

PLUMBING

CHASE

3C01

LOBBY

A-513

A-513

A-512

A-512

A-432

A-512

A-433

A-431

A-513

A-512

A-511

A-513

A-511

AI411

A-513

A-512

AI411

A-411

AI411

A-512

A-512

A-512

F3A

S4A.A21

S4A.A21

S4A.A21

S6A

3C08

CORRIDOR

3C08

CORRIDOR

3C08

CORRIDOR

A. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.

B. INTERIOR PARTITIONS SHALL BE "S3A" UNO.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

P la n

N or th

T ru e N o rt h

BLDG 1

BLDG 7

BLDG 50

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\6

-8

_2 0.

_A

R C

H _R

_z m ill er 4N

R T

Z .r vt 2/

8/

0:

:4

A M

A-113

FLOOR PLAN - LEVEL 3 -

ANNOTATION

RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6 W, IOWA CITY, IA 52246

636-804

12/14/2022 DJ CJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.12

FINAL DRAWINGS SUBMISSION FOR CONSTRUCTION

P la n N or th

True N orth

3/16" = 1'-0"

LEVEL 3 - ARCHITECTURAL FLOOR PLAN - ANNOTATION

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

A3 ADDENDUM 3 02/09/2024

A3

DN

F

E.9

E

D

B

A.1

A

C

D.7

7.9

STAFF

LOUNGE421A

COPY/FORMS

STORAGE

PROCEDURE

ROOM

WAITING

MULTIPURPOSE

ROOM

PUBLIC

TLT

FAMILY

TLT

MECHANICAL

SHAFT

ELEC

COMM

4ST01

STAIR 1

CONSULT

4ST02

STAIR 2

MENTAL

HEALTH

CONSULT

STAFF

TLT

432A

PATIENT

TLT

EXAM

EXAM

EXAM

430A

PATIENT

TLT

431A

PATIENT TLT

RECEPTION/CONTROL

IT

SOILED

UTILITY

CLEAN

SUPPLY

MEDICAL

EQMT

STORAGE

MEDICATION

MEDICAL

EQMT

STORAGE

OFFICE WOMEN'S

VETERANS

PROGRAM

MANAGERS

HT/WT

441A

EDUCATION

LITERATURE

STORAGE

CRASH

CART

MEDICAL

EQMT

STORAGE

TEAM WORK AREA

4C06

CORRIDOR

4C02

CORRIDOR

4C09

CORRIDOR

4C10

CORRIDOR

AI223

4C08

CORRIDOR

4C07

CORRIDOR

AI511

A-311

AI2247

AI224

AI224

AI224

AI224

AI224

428A

PATIENT

TLT

429A

PATIENT TLT

AI223

AI224

A-321

A-321

A-321

A-321

437A

PRINTER

ALCOVE

4C01

ELEVATOR LOBBY

4C01

ELEVATOR LOBBY

A-4338

PLUMBING

CHASE

4C11

CORRIDOR

4C12

CORRIDOR

HSKG

LACTATION

MECHANICAL

EQUIPMENT

ROOM

STORAGE

EXAM

A-513

A-433

A-431

A-513

A-432

A-514

A-514

AI412

AI412

AI412

A-511

A-512

5 A-511

A-321

1' - 10"

A. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.

B. INTERIOR PARTITIONS SHALL BE "S3A" UNO.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n

N or th

T ru e N o rt h

BLDG 1

BLDG 7

BLDG 50

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\6

-8

_2 0.

_A

R C

H _R

_z m ill er 4N

R T

Z .r vt 2/

8/

0:

:4

A M

A-114

FLOOR PLAN - LEVEL 4 -

ANNOTATION

RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6 W, IOWA CITY, IA 52246

636-804

12/14/2022 DJ CJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.12

FINAL DRAWINGS SUBMISSION FOR CONSTRUCTION

P la n N or th

True N orth

3/16" = 1'-0"

LEVEL 4 - ARCHITECTURAL FLOOR PLAN - ANNOTATION

1. AIR HANDLING UNIT, RE MECHANICAL

2. REMOVABLE ACCESS PANEL

3. METAL SHIPS LADDER TO ROOF

4. WATER ACTIVATED FLOOD CONTROL BARRIER TO BE PLACED CLEAR OF

DOOR SWING. BOD: QUICK DAM FLOOD BARRIER

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

A3 ADDENDUM 3 02/09/2024

E.9

E

D

B

A.1

A

C

D.7

7.9

318 319

317B 317C 317D 317E

3ST02

331330

300A

321320

3ST01

323 325 327

326A

317A

3C02

308 307

317F

3C04

3C05

3C03

3C06

7' - 8"

7' - 8"

9' - 0"

7' - 8"

7' - 8"

7' - 8"

9' - 0"

7' - 8" 7' - 8"

9' - 6"

7' - 8"

7' - 8"

7' - 8"

300B

9' - 0"

9' - 6"

9' - 6"

326B

3'

" E Q

E Q

19' - 8 7/8"

6"6"

6"6"

1' - 0" 1' - 0"

1' - 6"

1' - 0" 1' - 0"

314A

3C01

LOBBY

3'

3C083C08

3C08

CEILING HEIGHT

SUPPLY

RETURN

TYPICAL 2x4 LED

LIGHT FIXTURE

X'-X"

REFLECTED CEILING PLAN SYMBOLS LEGEND

INDUSTRIAL STRIP LIGHT

CAN LIGHT

DN SPRINKLER HEADS

SUSPENDED 2X2

LAY IN CEILING

OPEN TO

STRUCTURE

EXHAUST

TYPICAL 2x2 LED

LIGHT FIXTURE

GYPSUM BOARD

CEILING

CURTAIN TRACK

UP SPRINKLER HEADS

A. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

B. ACOUSTICAL CEILING TILES, GRID, & LIGHTS TO BE CENTERED IN ROOM,

UNO.

C. ALL CEILINGS ARE TO BE 8'-0" AFF, UNO.

D. REFER TO FLOOR PLANS FOR ROOM NAMES.

E. PROVIDE ROLLER SHADE AT ALL EXTERIOR CURTAIN WALLS, UNO.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n

N or th

T ru e N o rt h

BLDG 1

BLDG 7

BLDG 50

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\6

-8

_2 0.

_A

R C

H _R

_z m ill er 4N

R T

Z .r vt 2/

8/

0:

:4

A M

A-123

REFLECTED CEILING PLAN - LEVEL

RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6 W, IOWA CITY, IA 52246

636-804

12/14/2022 DJ CJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.12

FINAL DRAWINGS SUBMISSION FOR CONSTRUCTION

P la n N or th

True N orth

3/16" = 1'-0"

LEVEL 3 - REFLECTED CEILING PLAN

1. ALIGN WALL FACE AND CEILING GRID OR GRID AND GRID.

2. ALIGN WALL FACE AND SOFFIT.

3. PLAM WALL CABINET SOFFIT (TO UNDERSIDE OF FINISHED CEILING).

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

A3 ADDENDUM 3 02/09/2024

A3A3

A-2112

A-211

A-212

A-212

1 1.1 2 2.8 3 4 4.5 5 6 6.2 7 8

F

E.9

E

D

B

A.1

A

C

D.7

7.9

A-321

A-321

A-321

A-321

5' - 5"

1'

/8

A-321

15' - 0"

15' - 0"

A. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.

ROOF PLAN SYMBOLS LEGEND

ACCESS HATCH ROOF DRAIN

SLOPE DIRECTION

ROOF WALK PAD

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n

N or th

T ru e N o rt h

BLDG 1

BLDG 7

BLDG 50

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\6

-8

_2 0.

_A

R C

H _R

_z m ill er 4N

R T

Z .r vt 2/

8/

0:

:5

A M

A-131

ROOF PLAN RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6 W, IOWA CITY, IA 52246

636-804

12/14/2022 DJ CJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.12

FINAL DRAWINGS SUBMISSION FOR CONSTRUCTION

P la n N or th

True N orth

3/16" = 1'-0"

ARCHITECTURAL ROOF PLAN

1. ROOFTOP EQUIPMENT, RE MECHANICAL

2. ROOFTOP TIE-OFF ANCHOR, TYP COORDINATE LOCATION WITH

STRUCTURAL FRAMING

3. 42" HIGH METAL GUARD WITH HALF-HEIGHT HORIZONTAL RAIL, ANCHOR TO

ROOF STRUCTURE. RE DETAIL 5/A-513 FOR GUARD DESIGN

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

E

C

F E

C

FEC

DNUP

1 1.1 2 2.8 3 4 4.5 5 6 6.2 7 8

F

E.9

E

D

B

A.1

A

C

D.7

7.9

EXAM

EXAM

EXAM

317B

SOILED

UTILITY

317C

CLEAN

SUPPLY

317D

LINEN/

STORAGE

317E

MEDS

ROOM

EXAM

3ST02

STAIR 2

EXAM

EXAM

EXAM

EXAM

EXAM

STAFF

LOUNGE

PATIENT

TLT

PATIENT

TLT

BARIATRIC

EXAM

EXAM

EXAM

PUBLIC

TLT

PUBLIC

TLT

CONFERENCE

300A

COPY/FORMS

STORAGE

STORAGE

PATIENT

TLT

STAFF

TLT

3ST01

STAIR 1

COMM

ELEC

MECHANICAL

SHAFT

EXAM

EXAM

HSKP

IT

TEAM

WORK

AREA

EXAM

EXAM

EXAM

326A

HT/WT

VENDING

317A

WORK

ALCOVE

RECEPTION/CONTROL

3C02

WAITING

ALCOVE

PATIENT

EDUCATION

ALCOVE

317F

WORK

ALCOVE

3C04

CORRIDOR

3C05

CORRIDOR

3C03

CORRIDOR

3C06

CORRIDOR

AI411

AI411

AI411

AI411

AI411

AI411

300B

ADMIN/WORKSTNS

326B

HT/WT

A1146 F0515

F0725

F0305

F3200

M0506

F0285

M1807 M1800

A1015

E000

F0300

M1800

M1804

E0949

M1841

M3100

M2055 A5113A5113

M4300 M4300

314A

PLUMBING

CHASE

M1841 F2026 F2003F3200

A5145

A6034

F2003

F2026

A6031

A6032

F3026

A5145

E000 E000

F0300

M1804

M1800

F0500

M2055M2055

F2018

3C01

LOBBY

A5082 3C08

CORRIDOR

3C08

CORRIDOR

3C08

CORRIDOR

A. REFER TO EQUIPMENT SCHEDULE ON A-651 FOR MORE INFORMATION.

B. JSN INFORMATION IS REFLECTIVE OF INFORMATION PROVIDED IN THE VA

DESIGN MANUAL PG-18-5.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

P la n

N or th

T ru e N o rt h

BLDG 1

BLDG 7

BLDG 50

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\6

-8

_2 0.

_A

R C

H _R

_z m ill er 4N

R T

Z .r vt 2/

8/

0:

:5

A M

A-153

FIXTURES, FURNITURE, &

EQUIPMENT PLAN - LEVEL 3

RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6 W, IOWA CITY, IA 52246

636-804

12/14/2022 DJ CJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.12

FINAL DRAWINGS SUBMISSION FOR CONSTRUCTION

P la n N or th

True N orth

3/16" = 1'-0"

LEVEL 3 - EQUIPMENT AND FURNITURE PLAN

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

A3 ADDENDUM 3 02/09/2024

A3

LEVEL 4

42' - 0"

1'

1/ 4"

3'

(M

IN

7 3 3' - 1 1/8"

2'

/8

A

1' - 1" 1' - 1"

1'

F2B

F2B

TP-2 TP-1 TP-2

F2B

F2B F2B

6.2

D.7

10 3/4" 10 7/8"

1'

/4

/8

F2B

F2B F2B

F2B

F2BS3A

S3A

D

1/

4"

/4

/2

1' - 0"

F2B

F2B

F2B

TP-1

TP-2

S3A

F2B

A. REFER TO PARTITION TYPES FOR MORE INFORMATION AND FOR

PREFABRICATED WALL PANEL COMPOSITION.

B. REFER TO ELEVATIONS FOR MORE INFORMATION.

C. INTERIOR PARTITIONS SHALL BE "S3A" UNLESS NOTED OTHERWISE.

FURRED PARTITIONS SHALL BE "F2B" UNLESS NOTED OTHERWISE.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

GENERAL NOTES

SHEET KEYNOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\6

-8

_2 0.

_A

R C

H _R

_z m ill er 4N

R T

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8/

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:5

A M

A-513

FLOOR PLAN DETAILS - LEVEL 3 RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6 W, IOWA CITY, IA 52246

636-804

12/14/2022 DJ CJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.12

FINAL DRAWINGS SUBMISSION FOR CONSTRUCTION

1" = 1'-0"

EQUIPMENT PLATFORM GUARD DETAIL

1" = 1'-0"

ENLARGED ACCESS PLATFORM

1. COLUMN W/ FIRE PROOFING, RE STRUCTURAL

2. WINDOW SILL BELOW

3. 1 1/2" DIA GALVANIZED STEEL GUARD, TYP

4. 4" HIGH CONTINUOUS TOE PLATE

5. L3x2 1/2x1/4 EACH SIDE OF VERTICAL PIPE

6. PLATFORM FRAMING, RE STRUCTURAL

7. GALVANIZED STEEL GRATING, PER SPECIFICATIONS

8. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PIPING WITHIN

CHASE

1 1/2" = 1'-0"

LEVEL 3 - PLAN DETAIL-3 TYP

1 1/2" = 1'-0"

LEVEL 3 - PLAN DETAIL-10

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

LEVEL 3 - PLAN DETAIL-13 EXTERIOR

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

HANGER WIRE

ATTACHED TO

COMPOSITE OR

STEEL DECK ABOVE

SUSPENDED

FURRING CHANNEL

CEILING AS SPECIFIED

EXPOSED CURTAIN TRACK;

MOUNTED TIGHT TO CEILING

CURTAIN CARRIER

FACE OF WALL

TUBE SPACER

AND SCREW

BLOCKING AS

NEEDED

CENTER TRACK BETWEEN WALL & COUNTERTOP

8" TYPICAL FROM WALL, UNO

CEILING SUSPENSION

SYSTEM

5/8" GYPSUM WALL BOARD ON 3 5/8"

METAL STUD @ 24" OC

SEE RCP

SEALANT ON BACKER ROD

PARTITION, SEE PLAN

M

IN4"

ALIGN FACE W/ WALL BEYOND

SEE RCP

VARIES 3 5/8" METAL STUD BRACING @ 48"

OC @ 45 DEGREES

S E

E R

C P

V A

R

IE

S

SEE RCP

VARIES

CLG AS

SPECIFIED

5/8" GYPSUM WALL

BOARD ON 3 5/8" METAL

STUD @ 24" OC

KICKERS, SEE

STRUCT

CLG AS

SPECIFIED

4"

4"

3/ 4"

CEILING AS

SCHEDULED

METAL TRIM, BOD: ARMSTRONG

AXIOM TRANSITION, STRAIGHT

CEILING AS SCHEDULED

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\6

-8

_2 0.

_A

R C

H _R

_z m ill er 4N

R T

Z .r vt 2/

8/

0:

:5

A M

A-521

CEILING DETAILS RELOCATE WOMEN'S HEALTH

CLINIC & SPECIALTY CLINICS TO

BLDG 50

601 US-6 W, IOWA CITY, IA 52246

636-804

12/14/2022 SR DJ

100% CONSTRUCTION

DOCUMENTS

VEG 20.12

FINAL DRAWINGS SUBMISSION FOR CONSTRUCTION

3/8" = 1'-0"

TYPICAL CURTAIN TRACK DETAIL

3/4" = 1'-0"

TYPICAL SOFFIT DETAIL

1 1/2" = 1'-0"

TYPICAL DOUBLE SIDED SOFFIT DETAIL

3" = 1'-0"

STANDARD METAL TRIM DETAIL

0 100% CONSTRUCTION DOCUMENTS 12/19/2022

A3 ADDENDUM 3 02/09/2024

ROOF

56' - 0"

MAIN PARAPET

58' - 0"

TP-1

TP-2

F

LEVEL 3

28' - 0"

TP-2

F

LEVEL 4

42' - 0"

TP-2

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

SHEET KEYNOTES

P la n

N or th

T ru e N o rt h

BLDG 1

BLDG 7

BLDG 50

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\6

-8

_2 0.

_A

R C

H _R

_z m ill er 4N

R T

Z .r vt 2/

8/

0:

:5

A M

A-540

EXTERIOR DETAILS RELOCATE…