building 203 - acpplanroom.americascentralport.com/.../c0122c-plans... · architectural a100 site...

Issue Date:

Project Number:

LIST OF DRAWINGS CODE SUMMARY LOCATION PLAN

Project

Owner:

Professional Seal:

PROJECT:

OWNER:

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CONTACTS

This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or in part, or for any other purpose or project without the written consent of the architect.

N

Applicable Building Codes:2012 IBC

Construction Type:III-B

Future Occupancy:

*Current Occupancy:

Project Area:

The Lawrence Group Architects of St. Louis, Inc.:Certificate of Authority Number 000514

David W. Ohlemeyer: Architect, MO License: A4700

The Professional Architect's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.

Austin New York St. Louis

p

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48,000 SF

Unoccupied

F or S Occupancy

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18256

America's Central Port

Building 203

1/22

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203

Am

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256

Phase 1 Building RehabilitationProject ID Number: C0122CFederal Grant Number: 06-79-06108

America's Central Port

618.877.8444

1635 West 1st StreetGranite City, IL 62040

Horner & Shifrin401 S. 18th Street, Suite 400St. Louis, MO 63108314.531.4321

Structural Engineer

319 N. 4th Street

St. Louis, MO 63102314.231.5700

314.231.0816

Suite 1000

LG

A 3

.0

A000

Sheet Number Sheet Name

General

A000 Cover Sheet

A001 General Information

Demolition

D100 Demolition Site Plan

D101 Demolition Plan (Part A)

D102 Demolition Plan (Part B)

D103 Demolition Roof Plan

D201 Demolition Elevations

D202 Demolition Elevations

D301 Demolition Reflected Ceiling Plan (Part A)

D302 Demolition Reflected Ceiling Plan (Part B)

Architectural

A100 Site Plan

A101 First Floor Plan (Part A) / Door Schedule

A102 First Floor Plan (Part B)

A103 Roof Plan

A201 Exterior Elevations

A202 Exterior Elevations

A301 Level 1 Reflected Ceiling Plan (Part A)

A302 Level 1 Reflected Ceiling Plan (Part B)

A400 Building Sections

A401 Building Section

A700 Exterior Details

Structural

S-001 General Structural Notes

S-100 Foundation Plan

S-102 Framing Plan

S-200 Sections

S-300 Details

S-301 Details

No. Description Date

1 EDA Review 1/22/2020

10

1

PLAN, DETAIL OR ELEVATION TITLE

NORTH ARROW

NEW COLUMN LINE MARKER

ELEVATION DATUMNameElevation

SPOT ELEVATIONElevation

FLOOR ELEVATIONElevation

EXTERIOR ELEVATION

SHEET NUMBER

DETAIL NUMBER

INTERIOR ELEVATION

SHEET NUMBER

DETAIL NUMBER

BUILDING SECTION

DETAIL NUMBERSHEET NUMBER

WALL SECTIONDETAIL NUMBER

SHEET NUMBER

DETAIL SECTION


DETAIL REFERENCE


ROOM MARKER

PARTITION TYPE

KEYED NOTE

REVISION CLOUD AND MARKER1

0

EXISTING COLUMN LINE MARKER

1 View Name1/8" = 1'-0"A101

ROOM NAMEROOM NUMBER

A1011 SIM

1

A101

REVISION NUMBERAREA OF REVISION

AREA OF DETAIL

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING WALL TO REMAINEXISTING DOOR TO REMAIN

EXISTING CONSTRUCTION TO REMAIN

EXISTING WALL TO BE REMOVEDEXISTING DOOR TO BE REMOVED

NEW CONSTRUCTION

NEW WALLNEW DOOR AND MARKER

0

WINDOW MARKER

? ? ?X X X

101

?X?X

1t

101Room name

12

A101

A101

3

2

1

A101

1

A101

SIM

A3

1 HOUR FIRE RATED PARTITION




1 HOUR SMOKE RATED PARTITION2 HOUR SMOKE RATED PARTITIONSMOKE TIGHT PARTITION

RATED WALL TYPES

1HR

H

FIRE RATING/SMOKE RATING

SUBSCRIPT, MODIFIES THE PARTITION TYPE

2X4 SUSPENDED CEILING GRID

MATERIAL LEGEND

CONCRETE

GRAVEL

EARTH

ALUMINUM

BRICK

CONCRETE MASONRY UNIT

GYPSUM WALL BOARD

INSULATION - BATT

INSULATION - RIGID

INSULATION - SPRAY APPLIED

STEEL

WOOD FINISH

WOOD BLOCKING - CONTINUOUS

WOOD BLOCKING - NON CONTINUOUS

PLYWOOD

GYPSUM BOARD CEILING

CEILING LEGEND

2X2 SUSPENDED CEILING GRID

1'-0

"1

'-0'

2'-0

"

1'-0"1'-0"1'-0"1'-0"

4'-0"

ANY PENETRATIONS OF ACOUSTICAL CEILING PANELS BY GRILLES, DIFFUSERS, OR SPRINKLER HEADS SHALL BE CENTERED IN THE SHORT DIMENSION AND BE EITHER CENTERED OR AT 1/4" POINTS IN THE LONG DIMENSION. WHEN CEILING TILES ARE CUT ALONG A PARTITION THE PENETRATION FOR THE GRILLE, DIFFUSER, OR SPRINKLER HEAD SHALL BE CENTERED BETWEEN THE GRID AND THE PARTITION. IN THE CASE OF A 2x2 CEILING TILE, THE PENETRATIONS FOR GRILLES, DIFFUSERS, OR SPRINKLER HEADS SHALL BE CENTERED IN THE PANEL.

ACOUSTICAL PANEL PENETRATION DIAGRAM

ACOUSTICAL CEILING TILE

RECESSED DOWNLIGHT

SPRINKLER HEAD

SUPPLY OR RETURN GRILLE

2X4 SUSPENDED CEILING GRID "SECOND LOOK" TILE

1. ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES, LAWS, ORDINANCES AND THE INTERNATIONAL BUILDING CODE. GENERAL CONTRACTOR AND HIS/HER SUBCONTRACTOR'S WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES AND REGULATIONS OF GOVERNING BUILDING REGULATORY AGENCIES.

2. ANY REFERENCE TO "OWNER" MEANS "AMERICA'S CENTRAL PORT"; "ARCHITECT" MEANS THE LAWRENCE GROUP.

3. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT THE WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH THE PLACEMENT OF ORDERS FOR MATERIALS OR THE CONSTRUCTION OF ANY ITEMS. IF THERE ARE ANY QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK.

4. UNDER NO CIRCUMSTANCES SHALL ANY MEASUREMENT BE SCALED FROM THE DRAWINGS. ANY MEASUREMENT NOT GIVEN AN ACTUAL NUMBER DIMENSION SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING.

5. IF ANY DISCREPANCY EXISTS IN THE PLANS AND SPECIFICATIONS, THE CONTRACTOR IS RESPONSIBLE FOR CLARIFYING WITH THE ARCHITECT. THE ARCHITECT, ONLY, SHALL INTERPRET THE PLANS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL RESOLVE FIELD CONDITIONS NOT SHOWN ON THE DRAWINGS WITH THE ARCHITECT.

6. ALL WORK SHOWN "BY OTHERS" OR "NOT IN CONTRACT (NIC)" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS TO COORDINATE WITH "OTHER" CONTRACTORS AS REQUIRED.

7. "TYPICAL" MEANS THE SAME FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

8. BRACING AND TEMPORARY SUPPORT SHALL BE PROVIDED AS REQUIRED TO HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL LOADS THAT MAY BE NECESSARY DURING ERECTION AND UNTIL SUBSEQUENT CONSTRUCTION IS ADEQUATE TO REPLACE TEMPORARY BRACING.

9. ALL SHORING AND BRACING SHALL BE IN ACCORDANCE WITH CURRENT REQUIREMENTS OF O.S.H.A. AND OTHER PUBLIC AGENCIES HAVING JURISDICTION.

10. GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER WITHIN 10 DAYS OF COMMENCEMENT OF WORK CONFIRMATION WITH DELIVERY DATES ON ORDERS OF MATERIALS AND EQUIPMENT WITH LONG LEAD ITEMS WHICH COULD PREVENT THE MEETING OF SPECIFIED CONSTRUCTION DATES.

11. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, OR THE SPECIFICATIONS HEREIN, WHICHEVER IS MORE STRINGENT.

12. NO FINISH AND MATERIAL SUBSTITUTIONS WILL BE ACCEPTED WITHOUT WRITTEN APPROVAL BY THE ARCHITECT AND THE OWNER.

13. ALL FURNITURE IS UNDER A SEPARATE CONTRACT. FURNITURE CONTRACTOR SHALL SUPPLY AND INSTALL (UNLESS NOTED OTHERWISE). FURNITURE LAYOUTS ARE FOR INFORMATIONAL PURPOSES ONLY. THESE PLANS SHOULD BE USED TO COORDINATE WORK, ESPECIALLY ELECTRICAL.

14. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY BUILDING PERMITS AND PAYING ALL ASSOCIATED FEES.

15. CHANGES IN THIS WORK ARE ONLY AUTHORIZED IF IN WRITING FROM THE ARCHITECT AND THE OWNER.

16. ALL UTILITIES TO BE UNDERGROUND PER UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE IS THE CONTRACTORS RESPONSIBILITY.

17. DIMENSIONS WITH THE "±" ADDED - INDICATE DIMENSIONED ITEMS THAT CAN BE ADJUSTED SLIGHTLY TO MAKE OTHER DIMENSIONED ITEMS WORK OUT, OR THE "±" DIMENSION MAY VARY WHEN ALIGNING THE DIMENSIONED ITEMS WITH EXISTING ITEMS AS INDICATED.

18. COMPLETE PLANS AND SPECIFICATIONS FOR ALARM SYSTEMS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO SYSTEM INSTALLATION.

19. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE-SUPPRESSION SYSTEMS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.

1. ALL REQUIRED PERMITS MUST BE OBTAINED BEFORE THE BUILDING IS OCCUPIED.2. FIRE HYDRANTS SHALL COMPLY WITH FIRE DEPARTMENT REQUIREMENTS FOR ON-SITE

FIRE HYDRANTS.3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY

OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO DEAD BOLTS, SLIDING BOLTS, ETC. SHALL BE PERMITTED.

4. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED.5. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SHALL BE SUBMITTED TO THE

FIRE MARSHALL FOR APPROVAL PRIOR TO INSTALLATION.6. PROVIDE FIRE EXTINGUISHER WITHIN 75' TRAVEL DISTANCE FOR ALL OCCUPANTS (SEE

PLAN)7. THE CONSTRUCTION, RENOVATION OR DEMOLITION OF A BUILDING SHALL COMPLY

WITH THE LOCAL CODES.8. PROVIDE FIRE BLOCKING AT FLOOR, CEILING, COVES AND MID HEIGHT OF WALLS OVER

10' IN HEIGHT.9. ALL INTERIOR FINISHES SHALL BE IN COMPLIANCE WITH ASTM E84 AND THE REQUIRED

FLAME SPREAD INDEX LISTED IN THE INTERNATIONAL BUILDING CODE.10. ALL FIRE ALARMS SHALL BE INSTALLED IN COMPLIANCE WITH ALL APPLICABLE CODES.11. ARRANGEMENTS FOR STORAGE, USE AND DISPENSING OF FLAMMABLE LIQUIDS SHALL

BE MADE WITH THE FIRE DEPARTMENT PRIOR TO OCCUPYING THE BUILDING.12. SITE SHALL BE KEPT CLEAR OF ALL COMBUSTIBLE DEBRIS AND VEGETATION.

ABBREVIATIONS

T

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/O TOP OF

TEL TELEPHONE

TEMP TEMPERATURE or TEMPERED

THER THERMOSTAT

THK THICK

THR THRESHOLD

THRU THROUGH

TLT TOILET

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOP TOP OF PLATE

TOS TOP OF STEEL

TOW TOP OF WALL

TR TREAD

TRANS TRANSFER

TRT TREATED

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

U

U UNFINISHED

UC UNDER COUNTER

UH UNIT HEATER

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

UR URINAL

V

V VALVE or VOICE or VOLT

VAC VACUUM

VAR VARIABLE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIEILD

VWC VINYL WALL COVERING

W

W WEST

W/ WITH

W/O WITHOUT

WC WALL COVERING or WATERCLOSET

WD WOOD

WF WIDE FLANGE

WH WATER HEATER

WHC WHEEL CHAIR

WP WATER PROOF

WT WIEGHT

WWF WELDED WIRE FABRIC

X

Y

YD YARD

Z

IN or " INCH or INCHES

INC INCORPORATED

INCAND INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

ISOL ISOLATION

J

JAN JANITOR

JST JOIST

JT JOINT

K

KD KNOCK DOWN

KW KILOWATT

L

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LB or # POUND

LH LEFT HAND(ED)

LIN FT LINEAL FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LT LIGHT

M

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MDF MEDIUM DENSITYFIBERBOARD

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MH MAN HOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULT MULTIPLE

N

N NORTH

NIC NOT IN CONTRACT

NO or # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

OZ OUNCE

P

PBD PARTICAL BOARD

PERF PERFORATED

PERP PERPENDICULAR

PL PROPERTY LINE or PLATE

PLMBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

POL POLISHED

PR PAIR

PREFAB PREFABRICATE(D)

PRELIM PRELIMINARY

PREP PREPARE(ATION)

PROD PRODUCT

PROJ PROJECT

PROP PROPERTY

PSF POUNDS per SQUARE FOOT

PSI POUNDS per SQUARE INCH

PT PRESSURE-TREATED

PTD PAINTED or PAPER TOWELDISPENSER/DISPOSAL

PTN PARTITION

PTYPE PARTITION TYPE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWR POWER

Q

QTR QUARTER

QTY QUANTITY

R

R RESILIENT WALL BASE

RA RETURN AIR

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RECEP RECEPTACLE

RECT RECTANGLE

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED or REINFORCING

RELOC RELOCATE(D)

REPRO REPRODUCE(D)

REQ REQUIRED

REV REVISION or REVISED

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RS RESILIANT SHEET FLOORING

RT RESILIANT TILE FLOORING

S

S SOUTH

SA SUPPLY AIR

SC SOILD CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE(D)

SD SMOKE DETECTOR or SOAPDISPENSER

SG SPANDREL GLASS

SH SHELF(VING) or SINGLE HUNG

SHR SHOWER

SHT SHEET

SIM SIMILAR

SND SANITARY NAPKIN DISPENSER

SPEC SPECIFICATION(S)

SQ SQUARE

SQ FT SQUARE FEET

SS STAINLESS STEEL or SOLIDSURFACE

ST STREET

STA STATION

STD STANDARD

STL STEEL

STO STORAGE

STR STRUCTURE or STRUCTURAL

SUPP SUPPLEMENT

SURF SURFACE

SUSP SUSPENDED or SUSPENSION

SW SWITCH or SMOKE WALL

SYM SYMMETRICAL

SYS SYSTEM

A

A BOLT ANCHOR BOLT

A/C AIR CONDITIONING

ACT ACOUSTIC CEILING TILE

ADD'L ADDITIONAL

ADJ ADJUSTABLE or ADJACENT

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

ALT ALTERNATE

ALUM or AL ALUMINUM

AMP AMPERE

ANCH ANCHOR

ANOD ANODIZED

APPROX APPROXIMATE

ASSOC ASSOCIATE or ASSOCIATION

AUTO AUTOMATIC

AV AUDIO VISUAL

AVG AVERAGE

B

B/O BOTTOM OF

BD BOARD

BL BORROW LITE

BLDG BUILDING

BLKG BLOCKING

BRG BEARING

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTWN BETWEEN

BUR BUILT-UP ROOF

C

C/C CENTER TO CENTER

CA CARPET

CFM CUBIC FEET per MINUTE

CG CORNER GUARD

CHG CHANGE

CI CAST IRON

CIR CIRCLE

CJ CONTROL J0INT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT or COMPANY

COL COLUMN

COMP COMPUTER

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CTR CENTER

CU CUBIC

CU FT CUBIC FOOT

CU IN CUBIC INCH

CU YD CUBIC YARD

CW COLD WATER

D

DBL DOUBLE

DEG DEGREE

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER or DISPOSAL

DIST DISTANCE

DIV DIVISION

DN DOWN

DO DOOR OPENING

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR or ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

ENG ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EX or EXIST EXISTING

EXC EXCAVATE

EXH EXHAUST

EXT EXTERIOR

F

FA FIRE ALARM

FAB FABRICATED

FD FLOOR DRAIN

FDC FIRE DEPARTMENTCONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FIN FINISH(ED)

FIXT FIXTURE

FLUOR FLUORESCENT

FNDN FOUNDATION

FPM FEET per MINUTE

FRT FIRE RETARDANT TREATED

FT or ' FEET or FOOT

FTG FOOTING

FURN FURNISH or FURNITURE

FURR FURRING

G

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GFI GROUND FAULT INTERCEPTOR

GFRP GLASS FIBER REINFORCEDPLASTIC

GND GROUND

GOVT GOVERNMENT

GPM GALLONS per MINUTE

GYP GYPSUM

H

H or HORIZ HORIZONTAL

HB HOSE BIB

HC HOLLOW CORE

HDCP HANDICAP

HDWE HARDWARE

HGT or HT HEIGHT

HM HOLLOW METAL

HP HORSE POWER

HR HOUR

HTR HEATER

HVAC HEATING, VENTILATION, andAIR CONDITIONING

HWH HOT WATER HEATER

I

ID INSIDE DIAMETER

GRAPHIC LEGEND

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

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This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or part, or for any other purpose or project without the written consent of the architect.

Office:

Austin Charlotte New York St. Louis

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General Information

A001

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319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816

Horner & Shifrin401 S. 18th Street, Suite 400St. Louis, MO 63108314.531.4321Consultant 1 Fax

StructuralEngineer

Suite 1000

LG

A 3

.0

PROJECT GENERAL NOTES FIRE DEPARTMENT GENERAL NOTES



DEMOLITION - GENERAL NOTES

DEMOLITION - KEYED NOTES

KEY PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

A

B STREET

A STREET

WE

ST

3R

D S

TR

EE

T

BUILDING 203

D019

D020D020D020D020

D043

D043

D043

D043

D019 D019

D020

D043

D043

D043

D002D002D002D002D002D002D002D002

D002D002D002D002

D049

D049

D049D043

D051

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

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Office:


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Demolition Site Plan

D100

Ph

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319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0

A. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION SHOWN ELSEWHERE IN THE DRAWINGS. DUE CARE IS TO BE TAKENTO AVOID DAMAGE TO ADJACENT AREAS TO REMAIN.

B. VERIFICATION OF THE LOCATION OF ALL UNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ANDSHALL BE LOCATED PROIOR TO ANY GRADING OR DEMOLITION.

C. CONTRACTOR TO PROVIDE NECCESARY PROTECTION TO ALL EXISTING TO REMAIN AND NEW CONSTRUCTION.

D. UNLESS NOTED OTHERWISE, ALL PARTITIONS INDICATED FOR REMOVAL SHALL BE REMOVED TO UNDERSIDE OF STRUCTUREABOVE.

E. CONTRACTOR TO REMOVE ALL EXISTING DOMESTIC WATER SUPPLY, WASTE PIPING, OR VENT STACKS AND DEVICES/FIXTURESWITHIN THE RENOVATION AREA.

F. ALL SUSPENDED ACOUSTICAL CEILING GRID AND PANELS TO BE REMOVED.

G. REFER TO SPECIFICATION SECTION 02419 FOR FURTHER REQUIREMENTS GOVERNING DEMOLITION PROCEDURES.

H. WHERE DEMOLITION DAMAGES INTEGRITY OF EXISTING FIRE-RATED WALLS, RESTORE CONDITION OF WALL WITH MATERIALS TOMATCH EXISTING PRIOR TO BEGINNING NEW CONSTRUCTION.

I. THE PROJECT SITE MUST REMAIN SECURE AND LOCKABLE DURING THE DEMOLITION AND CONSTRUCTION PROCESS.

J. THE OWNER HAS FIRST RIGHTS OF REFUSAL FOR SALVAGE OF DEMOLITION ITEMS. THE CONTRACTOR SHALL REMOVE ANDSALVAGE AT A DESIGNATED SITE, ALL THE ITEMS THE OWNER ELECTS TO KEEP.

K. DASHED LINES INDICATE THE REMOVAL OF AN EXISTING EXTERIOR WALL OR INTERIOR PARTITION AND UTILITIES ATTACHED TOPARTITION AT AREA DENOTED UNLESS NOTED OTHERWISE. WHEN A WALL IS SHOWN DASHED TO BE REMOVED, THIS INDICATESREMOVING ALL ASSOCIATED DOORS, DOOR AND WINDOW FRAMES, CASEWORK, ELECTRICAL, BLOCKING, GLAZING, ETC. THATMAY BE PART OF THAT WALL, TYPICAL.

L. THE CONTRACTOR SHALL WALK THE ENTIRE SITE AND REVIEW EXTENT OF REQUIRED DEMOLITION PRIOR TO THE START OF THEWORK.

M. REMOVE TREES AND SHRUBS THAT HAVE GROWN INSIDE BUILDING FOOTPRINT AND WITHIN 20' OF BUILDING PERIMETER.

North

BUILDING 203

1 : 300D100

1 Level 1 Demolition Site Plan

D002 DEMOLISH EXISTING ROOFING INSTALLATION AND DEMOLISH EXISTING WOOD ROOF DECK AT AREA DENOTED. REMOVEANY EXISTING ROOFING & ROOF DECK THAT HAS PREVIOUSLY FAILED AND FALLEN TO THE FLOOR.

D019 EXISTING OUTBUILDING/ACCESSORY STRUCTURE TO REMAIN IN PLACE.

D020 EXISTING OUTBUILDING/ACCESSORY STRUCTURE TO BE DEMOLISHED. EXISTING FLOOR SLAB AND FOUNDATION TO BEDEMOLISHED. (ADD ALTERNATE #2).

D043 EXISTING CHAIN LINK FENCE. REMOVE PORTIONS AS REQUIRED TO PERFORM BUILDING DEMOLITION AS SPECIFIED.FOLLOWING DEMOLITION, REINSTALL OR REPLACE PORTIONS OF FENCE THAT WERE REMOVED.

D049 DEMOLISH EXISTING CURB AND FOUNDATION AT AREA DENOTED. (ADD ALTERNATE #2).

D051 REMOVE EXISTING DEBRIS ON THE GROUND FROM THE AREA DELINEATED. REPAIR/REPLACE CHAIN LINK FENCE ASREQUIRED TO MATCH ADJACENT.



1 2 3 4 5 6 7 8

B

C

D

A

STEAM

CLEAN

2

D202

2

D201

1

D202

D013 D013D013D013

D013

D013

D049

D013

D032 D032 D032

D049

D049



KEY PLAN

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18256

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Demolition Plan (Part A)

D101

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St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0 1/8" = 1'-0"D101

1 Level 1 Demolition Plan (Part A)














North

BUILDING 203

D013 REMOVE EXISTING WINDOWS, STOREFRONT, GARAGE DOORS, AND/OR CURTAIN WALL. (RESULTING OPENING WILLRECEIVE TEMPORARY CORRUGATED METAL PANEL INFILL OR CORRUGATED TRANSLUCENT POLYISOCYANURATESIDING/CLADDING.)

D032 EXISTING SLIDING STEEL DOORS WITH LITES TO REMAIN. REMOVE GLASS FROM LITES. BOARD UP LITES. SECURE/LOCKDOOR IN CLOSED POSITION.




7 8 9 10 11 12 13 14 15

B

C

D

A

1

D201

101ENTRY

102OFFICE

103

LOCKER

ROOM

104

LOCKER

ROOM

106ANALYZER

107OFFICE

3

D201

3

D202

D013 D013 D046

D046D046D046D046

D046

D013

D013

D013

D045

D001

D045

D001D001

D045

D001

D001

D001

D045

D001D001

D001

D008D008

D008D008

D008D008D008

D008D008

D008

D044

D008

D008D008

D008

D008

D008

D001

D001

D008D008

D008

D044 D044 D008

D001

D008

D033 D033

D001

D008

D008 D044D044D044D044

D045

D045

D001

D001

D044

D008D008D008D008

D001

D008D008

D046

D008

D008

D008

D008D008D008

D008

D001

D032D032

D041

D046 D046

D044

D044

D044

D046

D046

D044 D044

D049D049D008

D008

9' - 11" +/-



KEY PLAN

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18256

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Demolition Plan (Part B)

D102

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319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0 1/8" = 1'-0"D102

1 Level 1 Demolition Plan (Part B)














North

BUILDING 203

D001 REMOVE EXISTING DOOR AND FRAME.

D008 REMOVE EXISTING INTERIOR PARTITION. PARTITION TYPES INCLUDE, BUT NOT LIMITED TO METAL STUD AND GYPSUMBOARD, PLASTER BOARD AND PLASTER, CMU, AND BRICK. REMOVE ANY SHELVING, DEVICE, AND/OR UTILITIES ATACHEDTO THE PARTITION. ALL PARTITIONS OF THIS TYPE ARE NON-BEARING UNLESS OTHERWISE NOTED.



D033 EXISTING OVERHEAD FOLDING DOOR TO BE REMOVED. OPENING TO BE FILLED WITH CORRUGATED METAL SIDING.

D041 DEMOLISH EXISTING INTERIOR MEZZANINE.

D044 EXISTING INTERIOR PARTITION TO REMAIN IN PLACE.

D045 EXISTING DOOR TO REMAIN IN PLACE.

D046 REMOVE EXISTING WINDOW, STOREFRONT, GARAGAE DOOR, AND/OR CURTAIN WALL. (RESULTING OPENING WILLRECEIVE TEMPORARY TRANSLUCENT POLYCARBONATE SIDING INFILL.)




1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

A

D002D002D002D002 D002D002D002D002

D002D002D002D002



KEY PLAN

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18256

Author

Demolition Roof Plan

D103

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St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0

1/16" = 1'-0"D103

1 Level 2 Demolition Roof Plan














North

BUILDING 203

D002 DEMOLISH EXISTING ROOFING INSTALLATION AND DEMOLISH EXISTING WOOD ROOF DECK AT AREA DENOTED. REMOVEANY EXISTING ROOFING & ROOF DECK THAT HAS PREVIOUSLY FAILED AND FALLEN TO THE FLOOR.



Level 1

100' - 0"

Upper Roof

141' - 1"

1234567

Lower Roof

125' - 9"

D013D013D013

D020D020D020D020D020D020D020D020

D032

D032D032

D013

D050 D050 D050 D050 D050 D050 D050

Level 1

100' - 0"

Upper Roof

141' - 1"

789101112131415

Lower Roof

125' - 9"

D013

D046 D013 D013D032

D032

D033D033D001

D026D046 D046 D040

D040

D050 D050 D050 D050 D050 D050 D050 D050

Level 1

100' - 0"

Upper Roof

141' - 1"

BCD A

Lower Roof

125' - 9"

D052

D013 D013 D013D046D046D046

D031D028

D030

D029

D026

D023

D022

D021

D024

D040

D043

DEMOLITION ELEVATIONS - GENERAL NOTES

DEMOLITION ELEVATION - KEYED NOTES

KEY PLAN

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Demolition Elevations

D201

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319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0

1/8" = 1'-0"D201

2 Demolition North Elevation A

1/8" = 1'-0"D201

3 Demolition North Elevation B

1/8" = 1'-0"D201

1 Demolition East Elevation

D001 REMOVE EXISTING DOOR AND FRAME.


D020 EXISTING OUTBUILDING/ACCESSORY STRUCTURE TO BE DEMOLISHED. EXISTING FLOOR SLAB AND FOUNDATION TO BEDEMOLISHED. (ADD ALTERNATE #2).

D021 EXISITING LOUVER TO REMAIN. BOARD UP @ BACK-SIDE.

D022 EXISTING CANOPY TO REMAIN IN PLACE.

D023 EXISTING DOOR, SIDELITES, AND TRANSOM TO BE REMOVED (RESULTING OPENING WILL RECEIVE TEMPORARYCORRUGATED METAL SIDING ENCLOSURE).

D024 EXISTING LIGHTING FIXTURE TO REMAIN IN PLACE.

D026 EXISTING OVERHEAD COILING DOOR TO REMAIN IN PLACE. SECURE/LOCK IN CLOSED POSITION.

D028 EXISTING FLUE TO REMAIN.

D029 EXISTING STEEL LADDER TO REMAIN.

D030 EXISTING PLATFORM TO REMAIN.

D031 EXISTING CAGED LADDER TO REMAIN.


D033 EXISTING OVERHEAD FOLDING DOOR TO BE REMOVED. OPENING TO BE FILLED WITH CORRUGATED METAL SIDING.

D040 REMOVE ANY EXISTING FOLIAGE AND SHRUBS IN THIS AREA WHERE NECESSARY.



D050 EXISTING CLERESTORY/ROOF MONITOR GLAZING AND FRAMES TO REMAIN IN PLACE. REMOVE ANY BROKEN PANES OFGLASS AND BOARD UP.

D052 EXISTING WINDOWS AND FRAMES TO REMAIN. REPLACE BROKEN GLASS AS REQUIRED. PROTECT DURINGCONSTRUCTION.














North

BUILDING 203



Level 1

100' - 0"

Upper Roof

141' - 1"

1 2 3 4 5 6 7 8

Lower Roof

125' - 9"

D049 D049

D050 D050 D050 D050 D050 D050 D050

Level 1

100' - 0"

Upper Roof

141' - 1"

7 8 9 10 11 12 13 14 15

Lower Roof

125' - 9"

D046 D046 D046 D046

D021

D021

D036D036 D027 D034

D035

D038

D046

D037

D043

D049D049

D050 D050 D050 D050 D050 D050 D050 D050

D046

Level 1

100' - 0"

Upper Roof

141' - 1"

B C DA

Lower Roof

125' - 9"

D013 D013

D013

D032D032

D013

D024

D043

EXISTING WALL BETWEEN COLUMN LINE 11 & 12 "BEYOND"

D049 D049

DEMOLITION ELEVATIONS - GENERAL NOTES

DEMOLITION ELEVATION - KEYED NOTES

KEY PLAN

Project Number:

Drawn By:

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18256

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Demolition Elevations

D202

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319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0

1/8" = 1'-0"D202

2 Demolition South Elevation A

1/8" = 1'-0"D202

3 Demolition South Elevation B

1/8" = 1'-0"D202

1 Demolition West Elevation


D021 EXISITING LOUVER TO REMAIN. BOARD UP @ BACK-SIDE.

D024 EXISTING LIGHTING FIXTURE TO REMAIN IN PLACE.

D027 EXISTING DOOR TO REMAIN. SECURE/LOCK IN CLOSED POSITION.


D034 EXISTING TRANSOM PANEL TO REMAIN IN PLACE.

D035 EXISTING CANOPY TO BE REMOVED.

D036 REMOVE BROKEN GLASS @ LITE. BOARD-UP.

D037 EXISTING PIECE OF DOWNSPOUT TO BE REMOVED.

D038 EXISTING HVAC UNIT TO BE REMOVED.




D050 EXISTING CLERESTORY/ROOF MONITOR GLAZING AND FRAMES TO REMAIN IN PLACE. REMOVE ANY BROKEN PANES OFGLASS AND BOARD UP.














North

BUILDING 203



1 2 3 4 5 6 7 8

B

C

D

A

2

D202

2

D201

D013D013

D013

D013

D013D013



KEY PLAN

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Demolition ReflectedCeiling Plan (Part A)

D301

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StructuralEngineer

Suite 1000

LG

A 3

.0














1/8" = 1'-0"D301

1 Level 1 Demolition Reflected Ceiling Plan (Part A)

North

BUILDING 203






KEY PLAN

7 8 9 10 11 12 13 14 15

B

C

D

A

1

D201

3

D201

3

D202

D046

D046

D046

D046D046 D046D046

D013 D013D013

D013

D013

D013

D044

D008

D044

D008

D008D008

D008

D008D008

D008

D008

D044

D008

D008

TYP.

D008

D013

D044

D008D008D008

D008D008D008

D008D008

D008

D008

D008

D008D008 D008

D044D044

D008

D044

D047

D046

D008

D044

D044

D044

D044

D044

D044

D044D044

Project Number:

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Demolition ReflectedCeiling Plan (Part B)

D302

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319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0














1/8" = 1'-0"D302

1 Level 1 Demolition Reflected Ceiling Plan (Part B)

North

BUILDING 203

D008 REMOVE EXISTING INTERIOR PARTITION. PARTITION TYPES INCLUDE, BUT NOT LIMITED TO METAL STUD AND GYPSUMBOARD, PLASTER BOARD AND PLASTER, CMU, AND BRICK. REMOVE ANY SHELVING, DEVICE, AND/OR UTILITIES ATACHEDTO THE PARTITION. ALL PARTITIONS OF THIS TYPE ARE NON-BEARING UNLESS OTHERWISE NOTED.


D044 EXISTING INTERIOR PARTITION TO REMAIN IN PLACE.


D047 DEMOLISH EXISTING CATWALK AND ACCOMPANYING STAIRS/RAILINGS.



1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

A

B STREET

A STREET

WE

ST

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D S

TR

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T

BUILDING 203

S103

S103

S103

S103

S104

S104

S102

S101S101S101

S102S102S102

S101

S105

S105

S105

S105

S104 S104

S105

S105

S105

S105S105S105

S106

SITE PLAN - GENERAL NOTES

SITE PLAN - KEYED NOTES

KEY PLAN

Project Number:

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Site Plan

A100

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St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0

North

BUILDING 203

1 : 300A100

1 Level 1 New Site Plan

S101 NEW SINGLE PLY ROOFING ON 1/2" COVER BOARD ON RIGID INSULATION ON 3/4" PLYWOOD SHEATHING ON 2X WOODJOISTS. SEE STRUCTURAL.

S102 EXISTING CONCRETE SLAB TO REMAIN IN PLACE.

S103 EXISTING ROAD TO REMAIN IN PLACE.

S104 EXISTING OUTBUILDING/ACCESSORY STRUCTURE TO REMAIN IN PLACE.

S105 EXISTING CHAIN LINK FENCE. REMOVE PORTIONS AS REQUIRED TO PERFORM BUILDING DEMOLITION AS SPECIFIED.FOLLOWING DEMOLITION, REINSTALL OR REPLACE PORTIONS OF FENCE THAT WERE REMOVED.

S106 AREA OF EXISTING CHAIN LINK FENCE TO BE REPAIRED/REPLACED AS REQUIRED TO MATCH ADJACENT.



1

A202

3

A202

1 2 3 4 5 6 7 8

B

C

D

A

1

A201

2

A400

3

A400

102

105 105105105

105

105

102

101

101

101

CM2

CM2

CM2

CM2

CM2

CM2 CM2 CM2 CM2

105

168' - 0"

22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0" 22' - 0"

1

A401

101

CM2

FLOOR PLAN - GENERAL NOTES

FLOOR PLAN - KEYED NOTES

KEY PLAN

TEMPORARY PARTITION TYPES

DOOR TYPE:

SEE SCHED.

SE

E S

CH

ED

.

HM-FHOLLOW METAL FLUSH

DOOR SCHEDULE:

CORRUGATED METAL SIDING (SEE SPEC.) ON 10" COLD FORM STUDS BACK TO BACK @ 6'-0" O.C. STUDS RUN HORIZONTAL, TYPICAL. (SEE STRUCTURAL FOR GIRT SPEC AND SPACING.)

PLAN

TYPE CM

CORRUGATED TRANSLUCENT POLYCARBONATE SIDING/CLADDING (SEE SPEC.) ON 6" COLD FORM STUDS @ 2'-0" O.C. STUDS RUN VERTICAL, TYPICAL. (SEE STRUCTURAL FOR GIRT SPEC AND SPACING.)

PLAN

TYPE CT

CORRUGATED METAL SIDING (SEE SPEC.) ON 6" COLD FORM STUDS @ 2'-0" O.C. STUDS RUN VERTICAL, TYPICAL. (SEE STRUCTURAL FOR GIRT SPEC AND SPACING.)

PLAN

TYPE CM2

O.C

. T

YP

ICA

L

2' -

0"

O.C

. T

YP

ICA

L

2' -

0"

NUMBER WIDTH HEIGHT TYPE THICKNESS TYPE FIRE RATING HARDWARE GROUP

DOOR SCHEDULE

101

102

3' - 0" 7' - 0" HM-F 1 3/4" NEW HM-001 N.A. 1

DOOR FRAME

3' - 0" 7' - 0" HM-F 1 3/4" NEW HM-001 N.A. 1

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

OJE

CT

DE

SC

RIP

TIO

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Office:


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18256

BE

First Floor Plan (Part A) /Door Schedule

A101

Ph

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1 B

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ID N

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1/22/2020

319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0 1/8" = 1'-0"A101

1 First Floor Plan (Part A)

North

BUILDING 203

A. ALL DIMENSIONS ARE TO FACE OF PARTITIONS, COLUMN CENTER LINE OR FINISHED FACE OF EXTERIOR WALL UNLESSOTHERWISE NOTED.

B. CONSTRUCT RATED ASSEMBLIES COMPLETE AND UNINTERRUPTED PRIOR TO CONSTRUCTION OF NON-RATED ASSEMBLIES.

C. ALL WORK IS BY THIS CONTRACTOR UNLESS OTHERWISE NOTED. I.E. OWNER-FURNISHED-OWNER INSTALLED (OFOI)

D. COORDINATE SIZE AND INSTALLATION REQUIREMENTS OF "OWNER FURNISHED-OWNER INSTALLED" (OFOI) ITEMS WITH OWNER'SREPRESENTATIVES.

E. SEE SHEET A001 FOR TYPICAL MOUNTING HEIGHTS FOR TOILET FIXTURES AND TOILET ACCESSORIES. (WHERE APPLICABLE).

F. PROVIDE PARTITION BLOCKING AT LOCATIONS OF WALL MOUNTED CASEWORK OR EQUIPMENT (WHERE APPLICABLE).

G. INSTALL CONTROL JOINT AT ALL NEW PARTITIONS THAT MEET EXISTING CONSTRUCTION.

H. VERIFY EXISTING PARTITIONS MEET REQUIRED FIRE RATING.

101 EXISTING CONCRETE SLAB TO REMAIN IN PLACE

102 NEW CORRUGATED METAL SIDING/CLADDING ON HORIZONTAL STEEL GIRTS. REFER TO PARTITION TYPE CM DETAILBELOW FOR MORE INFORMATION.

105 NEW CORRUGATED METAL SIDING/CLADDING ON 6" VERTICAL STEEL STUDS @ 2'-0" O.C. TYPICAL. REFER TO PARTITIONTYPE CM2 DETAIL BELOW FOR MORE INFORMATION.



3

A201

2

A201

7 8 9 10 11 12 13 14 15

B

C

D

A

1

A400

2

A202

2

A400

3

A400

102102

101

103 103 103

103

103

103

105

105

105

103103103105

101

101

CT CT CT CTCT

CT

CT

CT

CM2

CM2

CM2

CM2CM2CTCM2

105105

101

47

' - 8

"

22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"

120' - 0"

CT CT CT

103

103

1

A401

104

EQ

EQ

102

CM2

105

FLOOR PLAN - GENERAL NOTES

FLOOR PLAN - KEYED NOTES

KEY PLAN

TEMPORARY PARTITION TYPES

DOOR TYPE:

SEE SCHED.

SE

E S

CH

ED

.

HM-FHOLLOW METAL FLUSH

DOOR SCHEDULE:

CORRUGATED METAL SIDING (SEE SPEC.) ON 10" COLD FORM STUDS BACK TO BACK @ 6'-0" O.C. STUDS RUN HORIZONTAL, TYPICAL. (SEE STRUCTURAL FOR GIRT SPEC AND SPACING.)

PLAN

TYPE CM

CORRUGATED TRANSLUCENT POLYCARBONATE SIDING/CLADDING (SEE SPEC.) ON 6" COLD FORM STUDS @ 2'-0" O.C. STUDS RUN VERTICAL, TYPICAL. (SEE STRUCTURAL FOR GIRT SPEC AND SPACING.)

PLAN

TYPE CT

CORRUGATED METAL SIDING (SEE SPEC.) ON 6" COLD FORM STUDS @ 2'-0" O.C. STUDS RUN VERTICAL, TYPICAL. (SEE STRUCTURAL FOR GIRT SPEC AND SPACING.)

PLAN

TYPE CM2

O.C

. T

YP

ICA

L

2' -

0"

O.C

. T

YP

ICA

L

2' -

0"

NUMBER WIDTH HEIGHT TYPE THICKNESS TYPE FIRE RATING HARDWARE GROUP

DOOR SCHEDULE

101

102

3' - 0" 7' - 0" HM-F 1 3/4" NEW HM-001 N.A. 1

DOOR FRAME

3' - 0" 7' - 0" HM-F 1 3/4" NEW HM-001 N.A. 1

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

OJE

CT

DE

SC

RIP

TIO

N



Office:


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18256

BE

First Floor Plan (Part B)

A102

Ph

ase

1 B

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Re

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ID N

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Bu

ildin

g 2

03

1/22/2020

319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0 1/8" = 1'-0"A102

1 First Floor Plan Part B)

North

BUILDING 203

A. ALL DIMENSIONS ARE TO FACE OF PARTITIONS, COLUMN CENTER LINE OR FINISHED FACE OF EXTERIOR WALL UNLESSOTHERWISE NOTED.

B. CONSTRUCT RATED ASSEMBLIES COMPLETE AND UNINTERRUPTED PRIOR TO CONSTRUCTION OF NON-RATED ASSEMBLIES.

C. ALL WORK IS BY THIS CONTRACTOR UNLESS OTHERWISE NOTED. I.E. OWNER-FURNISHED-OWNER INSTALLED (OFOI)

D. COORDINATE SIZE AND INSTALLATION REQUIREMENTS OF "OWNER FURNISHED-OWNER INSTALLED" (OFOI) ITEMS WITH OWNER'SREPRESENTATIVES.

E. SEE SHEET A001 FOR TYPICAL MOUNTING HEIGHTS FOR TOILET FIXTURES AND TOILET ACCESSORIES. (WHERE APPLICABLE).

F. PROVIDE PARTITION BLOCKING AT LOCATIONS OF WALL MOUNTED CASEWORK OR EQUIPMENT (WHERE APPLICABLE).

G. INSTALL CONTROL JOINT AT ALL NEW PARTITIONS THAT MEET EXISTING CONSTRUCTION.

H. VERIFY EXISTING PARTITIONS MEET REQUIRED FIRE RATING.

101 EXISTING CONCRETE SLAB TO REMAIN IN PLACE

102 NEW CORRUGATED METAL SIDING/CLADDING ON HORIZONTAL STEEL GIRTS. REFER TO PARTITION TYPE CM DETAILBELOW FOR MORE INFORMATION.

103 NEW CORRUGATED/TRANSLUCENT POLYCARBONATE SIDING/CLADDING ON 6" VERTICAL STEEL STUDS @ 2'-0" O.C.TYPICAL. REFER TO PARTITION TYPE CT DETAILS BELOW FOR MORE INFORMATION.

104 NEW C12x30 @ MIDSPAN. SEE STRUCTURAL FOR MORE INFORMATION.




1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

A214

214

214

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

202

202

202

202

3

A700

1

A700

3

A700

3

A700

3

A700

(@ CURB)(@ GUTTER)

2

A700

2

A700

3/8

" / 1

'-0

"3

/8"

/ 1

'-0

"

1/4

" / 1

'-0

"1

/4"

/ 1

'-0

"1

/4"

/ 1

'-0

"1

/4"

/ 1

'-0

"

3/8

" / 1

'-0

"3

/8"

/ 1

'-0

"

214

ROOF PLAN - GENERAL NOTES

ROOF PLAN - KEYED NOTES

KEY PLAN

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

OJE

CT

DE

SC

RIP

TIO

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Office:


pf

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18256

BE

Roof Plan

A103

Ph

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6-7

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61

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Bu

ildin

g 2

03

1/22/2020

319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0

North

BUILDING 203

1/16" = 1'-0"A103

1 Level 2 New Roof Plan Overall

202 PREFINISHED METAL COPING.

214 NEW PREFINISHED METAL GUTTER.



Level 1

100' - 0"

Upper Roof

141' - 1"

789101112131415

Lower Roof

125' - 9"

1

A400

225225217

217

215

214

215 215215215215215

225 225205

204

201

203203 203

215215215215215215215215

214214

214

219

1

A401

222

222

222222222

222222 222222

213

213 213

213

224 224 224 224 224 224 224 224 224

217 217

Level 1

100' - 0"

Upper Roof

141' - 1"

12345678

Lower Roof

125' - 9"

225 225225 225

203 203 203

215215215215215

215

214

214

215215

215

215215215215

214214

214

219

1

A401

30

' - 0

"

213

213

213

222 222

222

222

222

222

224 224224 224 224 224 224

Level 1

100' - 0"

Upper Roof

141' - 1"

BCD A

Lower Roof

125' - 9"

2

A400

225 225 225

225

209210208 207

201

15

' - 0

"

201

215

214214

215

214

215 BEYOND

BEYOND214

215BEYOND

BEYOND

219218

218218

217 217 217

222

218

213 213

220

226

227227

ELEVATIONS - GENERAL NOTES

ELEVATION - KEYED NOTES

KEY PLAN

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

OJE

CT

DE

SC

RIP

TIO

N



Office:


pf

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18256

BE

Exterior Elevations

A201

Ph

ase

1 B

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Re

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ID N

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ildin

g 2

03

1/22/2020

319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0

1/8" = 1'-0"A201

2 New North Elevation (Part B)

1/8" = 1'-0"A201

1 New North Elevation (Part A)

1/8" = 1'-0"A201

3 New East Elevation

North

BUILDING 203

201 NEW CORRUGATED METAL SIDING/CLADDING ON HORIZONTAL STEEL GIRTS. (SEE STRUCTURAL SPEC. FOR GIRT SPECAND SPACING).

203 EXISTING SLIDING STEEL DOORS WITH LITES TO REMAIN. REMOVE GLASS FROM LITES. BOARD-UP LITES. SECURE/LOCKDOOR IN CLOSED POSITION.

204 EXISTING CORRUGATED METAL SIDING TO REMAIN IN PLACE.

205 EXISTING OVERHEAD COILING DOORS TO REMAIN. SECURE/LOCK IN CLOSED POSITION.

207 EXISTING CAGED LADDER TO REMAIN.

208 EXISTING STEEL LADDER TO REMAIN.

209 EXISTING FLUE TO REMAIN.

210 EXISTING PLATFORM TO REMAIN.

213 MASONRY CRACK REPAIR.


215 NEW PREFINISHED METAL DOWNSPOUT.

217 NEW CORRUGATED/TRANSLUCENT POLYCARBONATE SIDING/CLADDING (SEE SPEC.) ON HORIZONTAL STEEL GIRTS.(SEE STRUCTURAL SPEC. FOR GIRT SPEC AND SPACING).

218 SPALL REPAIR. SEE DETAIL ON SHEET S-200.

219 NEW PREFINISHED METAL COPING.

220 NEW HOLLOW METAL DOOR IN EXISTING FRAME. VERIFY DIMENSIONS IN THE FIELD.

222 TUCKPOINT REPAIR. SEE DETAIL 2/A701 FOR MORE INFORMATION.

224 EXISTING CLERESTORY/ROOF MONITOR GLAZING AND FRAMES TO REMAIN IN PLACE. REMOVE ANY BROKEN PANES OFGLASS AND BOARD UP.


226 EXISTING WINDOWS AND FRAMES TO REMAIN. REPLACE BROKEN GLASS AS REQUIRED. PROTECT DURINGCONSTRUCTION.

227 NEW STRUCTURAL STEEL BEAM. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.



Level 1

100' - 0"

Upper Roof

141' - 1"

1 2 3 4 5 6 7 8 9

Lower Roof

125' - 9"

CORRUGATED METAL SIDING/CLADDING NEAR COLUMN LINE "C"

201201201

214214

215 215 215 215 215 215 215 215

201

219

218

1

A401

221 5

A700

223

224 224 224 224 224 224 224 224

Level 1

100' - 0"

Upper Roof

141' - 1"

7 8 9 10 11 12 13 14 15

Lower Roof

125' - 9"

1

A400

221

201201

217 217 217

201

215 215215

206211 201

212

212

213

201

214

201

215 215215215215

215 215 215 214

217

214

216

219

218

5

A700

213 213213

222

222

222

222

224 224 224 224 224 224 224 224

217

Level 1

100' - 0"

Upper Roof

141' - 1"

B C DA

Lower Roof

125' - 9"

2

A400

3

A400

202

225225

CORRUGATED METAL SIDING/CLADDING NEAR COLUMN LINE 11

225225

225225203203203203

225

217

214

215

215

214

BEYOND

BEYOND

BEYOND

BEYOND214

215

214

215

219

218218

5

A700

218

218

213

ELEVATIONS - GENERAL NOTES

ELEVATION - KEYED NOTES

KEY PLAN

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

OJE

CT

DE

SC

RIP

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Office:


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18256

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Exterior Elevations

A202

Ph

ase

1 B

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Re

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ID N

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03

1/22/2020

319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0

1/8" = 1'-0"A202

1 New South Elevation (Part A)

1/8" = 1'-0"A202

2 New South Elevation (Part B)

1/8" = 1'-0"A202

3 New West Elevation

North

BUILDING 203

201 NEW CORRUGATED METAL SIDING/CLADDING ON HORIZONTAL STEEL GIRTS. (SEE STRUCTURAL SPEC. FOR GIRT SPECAND SPACING).

202 PREFINISHED METAL COPING.

203 EXISTING SLIDING STEEL DOORS WITH LITES TO REMAIN. REMOVE GLASS FROM LITES. BOARD-UP LITES. SECURE/LOCKDOOR IN CLOSED POSITION.

206 EXISTING DOOR TO REMAIN. SECURE/LOCK IN CLOSED POSITION.

211 EXISTING TRANSOM PANEL TO REMAIN.

212 EXISTING LOUVER TO REMAIN. BOARD-UP @ BACK SIDE.

213 MASONRY CRACK REPAIR.


215 NEW PREFINISHED METAL DOWNSPOUT.

216 NEW PAINTED WOOD FASCIA BOARD TO MATCH EXISTING.

217 NEW CORRUGATED/TRANSLUCENT POLYCARBONATE SIDING/CLADDING (SEE SPEC.) ON HORIZONTAL STEEL GIRTS.(SEE STRUCTURAL SPEC. FOR GIRT SPEC AND SPACING).

218 SPALL REPAIR. SEE DETAIL ON SHEET S-200.


221 NEW PREFINISHED ALUMNIMUM COPING/FLASHING.

222 TUCKPOINT REPAIR. SEE DETAIL 2/A701 FOR MORE INFORMATION.

223 NEW HOLLOW METAL DOOR IN NEW HOLLOW METAL DOOR FRAME. PROVIDE NEW STEEL GIRT @ HEAD AND JAMB OFDOOR. (BEHIND CORRUGATED METAL SIDING).





1

A202

3

A202

1 2 3 4 5 6 7 8

B

C

D

A

1

A201

2

A400

3

A400

303

303

1

A401

303

303

302

304

304

302

302

304 302

301

303

302

301

304

REFLECTED CEILING PLAN - GENERAL NOTES

REFLECTED CEILING PLAN - KEYED NOTES

KEY PLAN

North

BUILDING 203

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

OJE

CT

DE

SC

RIP

TIO

N



Office:


pf

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18256

BE

Level 1 Reflected CeilingPlan (Part A)

A301

Ph

ase

1 B

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1/22/2020

319 N. 4th Street

St. Louis, MO 63102314.231.5700314.231.0816


StructuralEngineer

Suite 1000

LG

A 3

.0 1/8" = 1'-0"A301

1 Level 1 New Reflected Ceiling Plan A

A. ALL CONTRACTORS (GENERAL OR SUB) SHALL COORDINATE THEIR WORK PRIOR TO INSTALLATION OF ITEMS ABOVE THE DESIGNATED CEILING PLANS. ANY MODIFICATION TO THE CEILING OR OTHER WORK DUE TO LACK OF COORDINATION WILL BE THAT CONTRACTOR'S RESPONSIBILITY.

B. INSTALLATION OF NEW CEILING AND FIXTURES ARE TO COMPLY WITH ALL SEISMIC RESTRAINT REQUIREMENTS IN ACCORDANCE WITH THE LOCAL BUILDING CODES.



303 EXISTING CRANES TO REMAIN IN PLACE.

3

A201

2

A201

7 8 9 10 11 12 13 14 15

B

C

D

A

1

A400

2

A202

2

A400

3

A400

301

302

1

A401

304

304

302 303

304

301

302

REFLECTED CEILING PLAN - GENERAL NOTES

REFLECTED CEILING PLAN - KEYED NOTES

KEY PLAN

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

OJE

CT

DE

SC

RIP

TIO

N



Office:


pf

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Level 1 Reflected CeilingPlan (Part B)

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StructuralEngineer

Suite 1000

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A 3

.0

North

BUILDING 203

1/8" = 1'-0"A302

1 Level 1 New Reflected Ceiling Plan B

A. ALL CONTRACTORS (GENERAL OR SUB) SHALL COORDINATE THEIR WORK PRIOR TO INSTALLATION OF ITEMS ABOVE THE DESIGNATED CEILING PLANS. ANY MODIFICATION TO THE CEILING OR OTHER WORK DUE TO LACK OF COORDINATION WILL BE THAT CONTRACTOR'S RESPONSIBILITY.

B. INSTALLATION OF NEW CEILING AND FIXTURES ARE TO COMPLY WITH ALL SEISMIC RESTRAINT REQUIREMENTS IN ACCORDANCE WITH THE LOCAL BUILDING CODES.



Level 1

100' - 0"

Upper Roof

141' - 1"

B C DA

Lower Roof

125' - 9"

2

A400

401402

403

404

402

403

402

403

402

403

Level 1

100' - 0"

Upper Roof

141' - 1"

7 8 9 10 11 12 13 14 15

Lower Roof

125' - 9"

1

A400

25

' - 9

"

404

1

A401

405405

405 405 405 405 405 405

401

Level 1

100' - 0"

Upper Roof

141' - 1"

1 2 3 4 5 6 7 8

Lower Roof

125' - 9"

25

' - 9

"

MAIN EAST-WEST BEAM AT CENTER BAY IN FOREGROUND

NEW GLUELAM BEAMS IN PLACE OF DEMOLISHED EXISTING WOOD TRUSS

404

1

A401

405 405 405 405 405 405 405

401

SECTION - GENERAL NOTES

SECTION - KEYED NOTES

KEY PLAN

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Building Sections

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StructuralEngineer

Suite 1000

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A 3

.0

1/8" = 1'-0"A400

1 Transverse Section Looking East @ Grid Line 12

1/8" = 1'-0"A400

2 Longitudinal Section Looking North (Part A)

1/8" = 1'-0"A400

3 Longitudinal Section Looking North (Part B)

401 NEW SINGLE-PLY MEMBRANE ROOFING ON 1/2" COVERBOARD ON R30 POLYISOCYANURATE RIGID INSULATION ON 3/4"PLYWOOD SHEATHING ROOF DECKING ON 2X WOOD JOISTS.

402 NEW PREFINISHED METAL GUTTERS.

403 NEW PREFINISHED METAL DOWNSPOUTS



North

BUILDING 203



Level 1

100' - 0"

Upper Roof

141' - 1"

BA

Lower Roof

125' - 9"

403

403

402

A700

3 A700

1

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2

A700

3

A700

4

404 401

402

405

BEYOND

SECTION - GENERAL NOTES

SECTION - KEYED NOTES

KEY PLAN

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StructuralEngineer

Suite 1000

LG

A 3

.0

401 NEW SINGLE-PLY MEMBRANE ROOFING ON 1/2" COVERBOARD ON R30 POLYISOCYANURATE RIGID INSULATION ON 3/4"PLYWOOD SHEATHING ROOF DECKING ON 2X WOOD JOISTS.

402 NEW PREFINISHED METAL GUTTERS.

403 NEW PREFINISHED METAL DOWNSPOUTS



1/4" = 1'-0"A401

1 Transverse Section Looking East @ Grid Line 8

North

BUILDING 203


A. 1-1/2" (38mm) RING SHANK NAILS @ 6" (152mm) O.C. MAXIMUM

B. HPV FASTENERS @ 12" (305mm) O.C. OR RING-SHANK NAILS @ 4" (102mm) O.C. & STAGGERED 3/4" (19mm) O.C.

NEW GUTTER & FASTENERS

NEW PAINTED FASCIA BOARD TO MATCH EXISTING

GALVANIZED CLEAT

HEAT WELDABLE DRIP EDGE FASCIA

CUT-EDGE SEALANT

PVC ROOFING MEMBRANE.

R30 POLYISOCYANURATE RIGID INSULATION

EXISTING MASONRY WALL

#1

3" MIN.

B 1/2" COVERBOARD

A

BONDING ADHESIVE

HOT AIR WELD 1-1/2" (38mm) MIN.

5" T

YP

.

UPLIFT CLIP

2X WOOD BLOCKING

3/4" EXTERIOR GRADE PLYWOOD SHEATHING ROOF DECKING ON 2X ROOF JOISTS.

NOTES:

1. APPROXIMATELY 1/8" (3mm) DIAMETER BEAD OF CUT-EDGE SEALANT IS RECOMMENDED ON CUT EDGES OF PVC MEMBRANE.

2. PLACE A LAYER OF ROOFING MEMBRANE UNDER THE METAL CAP TO PROTECT AGAINST MOISTURE INFILTRATION AT JOINTS.

3. FASTEN COATED METAL FLASHING TO WOOD NAILERS USING 1-1/2" (38mm) MIN. RING SHANK NAILS SPACED 6" ON CENTER AND STAGGERED APPROX. 1/2" (13mm)

METAL COPING

PVC MEMBRANE.

BASE FLASHING

CUT EDGE SEALANT#1

HOT AIR WELD, 1-1/2" (38mm) MIN.

#3.

1/2" COVERBOARD

R30 POLYISOCYANURATE RIGID INSULATION, 5" TYP.

5"

TY

P.

PVC ROOFING MEMBRANE.

3/4" EXTERIOR GRADE PLYWOOD SHEATHING ROOF DECKING ON 2X WOOD JOISTS.

NOTES:

1. WHEN MECHANICAL FASTENERS ARE USED TO PENETRATE THE METAL COUNTER-FLASHING, USE WASHERS, APPLY WATER CUT-OFF MASTIC UNDER THE COUNTER-FLASHING OR CAULK THE FASTENER HEADS.

2. APPROXIMATELY 1/8" (3mm) DIAMETER BEAD OF CUT-EDGE SEALANT IS RECOMMENDED ON CUT EDGES OF PVC MEMBRANE.

3. MECHANICAL SECUREMENT MAY BE INSTALLED INTO THE VERTICAL SUBSTRATE.

4. WHEN USING 60 OR 80 MIL (1.52mm OR 2.03mm) THICK CURB FLASHING, THE INTERSECTIONS BETWEEN SPLICES MUST BE OVERLAID WITH A "T-JOINT" COVER.

MAXIMUM 12" (305mm) O.C. FASTENER SPACING

METAL CAP OR COUNTER-FLASHING

APPLICABLE BONDING ADHESIVE

PVC MEMBRANE

HOT AIR WELD 1-1/2" (38mm) MIN.

CUT EDGE SEALANT#1.

PVC ROOFING MEMBRANE

FASTENER & SEAM FASTENING PLATE, MAX 12" (305mm) O.C. #3.

1/2" COVERBOARD

R30 POLYISOCYANURATE RIGID INSULATION, 5" TYP.5

" T

YP

.


NOTE:1. IN A CASE WHERE FASTENERS MUST BE FASTENED INTO THE VERTICAL SURFACE, CARE MUST BE TAKEN TO CREASE THE MEMBRANE TIGHTLY INTO THE ANGLE CHANGE. PLACING THE PLATES TIGHT INTO THE ANGLE CHANGE WILL HELP HOLD THE MEMBRANE IN THE PROPER POSITION.

1/2"-1" (13-25mm)

PVC MEMBRANE

APPLICABLE BONDING ADHESIVE

1/8" (3mm) CUT-EDGE SEALANT

FASTENER & SEAM FASTENING PLATE, MAX 12" (305mm) O.C.

HOT AIR WELD 1-1/2" (38mm) MINIMUM

1/2

" T

YP

.5

" T

YP

.

1/2" COVERBOARD

R30 POLYISOCYANURATE RIGID INSULATION, 5" TYP.


COUNTER FLASHING

TERMINATIONBAR

PARAPET COPING

AD

HE

SIV

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<1

2"

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5m

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<1

8"

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7m

m)

BO

ND

ING

TERMINATION BAR

PREFINISHED ALUMINUM FLASHING/COPING

BLOCKING

FACE OF EXISTING CONCRETE COLUMN

CORRUGATED METAL SIDING

10" COLD FORMED STUDS BACK TO BACK @ 3'-0" O.C.

PREFINISHED METAL COPING/FLASHING @ NEW WALL

PREFINISHED ALUMINUM COUNTER FLASHING

SEALANTCRACK IN BRICK

ROUT GROOVE ALONG CRACK IN BRICK. FILL GROOVE WITH JOINT SEALANT,

EXISTING BRICK

ELEVATION VIEW

SECTION VIEW

REPOINT MORTAR.

ROUT CRACK AND INSTALL CONTINUOUS SEALANT TO MATCH COLOR OF BRICK.

EXISTING BRICK.

1/2"

EXISTING MORTAR

NEW REPOINTING MORTAR

NOTES:CUT AWAY EXISTING MORTAR TO A MIN DEPTH OF 1/2." REMOVE MORE IF EXISTING MORTAR IS DAMAGED OR MISSING. DO NOT DAMAGE BRICK.

PREPARE NEW MORTAR TO MATCH HISTORIC MIX BY THOROUGHLY MIXING ALL INGREDIENTS DRY. THEN MIX AGAIN, ONLY ADDING ENOUGH WATER TO PRODUCE A DAMP UNWORKABLE MIX WHICH WILL RETAIN ITS FORM WHEN PRESSED INTO A BALL. AFTER KEEPING MORTAR IN THIS DAMPENED CONDITION FOR 1 TO 2 HOURS, ADD SUFFICIENT WATER TO BRING MIX TO THE PROPER CONSISTENCY AND SOMEWHAT DRIER THAN CONVENTIONAL MORTAR.

WET THE MORTAR JOINT THOROUGHLY BEFORE APPLYING NEW POINTING MORTAR. ALLOW WATER TO SOAK INTO THE WALL. PACK NEW MORTAR TIGHTLY IN THIN LAYERS UNTIL JOINT IS FILLED, THEN TOOL A SMOOTH CONCAVE SURFACE.

Project Number:

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Exterior Details

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StructuralEngineer

Suite 1000

LG

A 3

.0

3" = 1'-0"A700

3 GUTTER WITH COATED METAL FASCIA - PVC ROOFING 6" = 1'-0"A700

4 COATED METAL WALL FLASHING -PVC ROOFING

3" = 1'-0"A700

2 CURB FLASHING - PVC ROOFING

3" = 1'-0"A700

1 PARAPET/CURB FLASHING - PVC ROOFING

3" = 1'-0"A700

5 METAL COPING/FLASHING @ NEW WALL



6" = 1'-0"A700

7 MASONRY CRACK REPAIR

6" = 1'-0"A700

6 REPOINTING REPAIR DETAIL

DIVISION 1 - GENERAL REQUIREMENTS

1.1 CONSTRUCTION MEANS AND METHODS:

A. CONTRACTOR AGREES THAT CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE WORK, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD OWNER AND STRUCTURAL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF OWNER OR STRUCTURAL ENGINEER.

B. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INCLUDE THE METHOD OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK. OBSERVATION VISITS TO THE SITE BY STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

C. HORNER & SHIFRIN SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE IN ANY WAY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH ANY CONSTRUCTION ACTIVITIES, SINCE THESE ARE SOLELY CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT.

D. HORNER & SHIFRIN SHALL NOT BE RESPONSIBLE FOR CONTRACTOR'S SCHEDULE OR FAILURES TO CARRY OUT ANY CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. HORNER & SHIFRIN SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTIONS OF CONTRACTOR, SUBCONTRACTOR, OR ANY OF THEIR AGENTS, OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING PORTIONS OF ANY CONSTRUCTION ACTIVITIES.

E. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. TEMPORARY SUPPORTS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED AND PROVIDED BY CONTRACTOR.

1.2 SUBMITTALS:

A. SUBMITTALS PREPARED BY SUBCONTRACTORS SHALL BE REVIEWED BY CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.

B. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR SHOP DRAWINGS IS NOT PERMITTED.C. CONTRACTOR SHALL VERIFY THE STRUCTURALLY SUPPORTED EQUIPMENT WEIGHTS, OPENING SIZES,

AND LOCATIONS INDICATED ON THE STRUCTURAL DRAWINGS WITH DOCUMENTS FROM OTHER DISCIPLINES AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.

D. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING SIZE, METHOD OF ANCHORAGE, WEIGHT, OPENINGS, AND LOCATIONS OF EQUIPMENT NOT INDICATED ON THE STRUCTURAL DRAWINGS PRIOR TO ORDERING FOR REVIEW BY STRUCTURAL ENGINEER TO DETERMINE ADEQUACY OF THE STRUCTURE.

E. ALL SUBMITTALS REVIEWED BY STRUCTURAL ENGINEER ARE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION INCLUDED IN THE CONTRACT DOCUMENTS. ANY ACTION INDICATED IS SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR CORRELATING AND CONFIRMING DIMENSIONS AT THE JOB SITE, CHOICE OF FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, AND COORDINATION OF THE WORK WITH THAT OF OTHER TRADES.

F. THE CONTRACTOR SHALL REVIEW AND APPROVE THE SHOP DRAWINGS PRIOR TO SUBMITTING THEM FOR REVIEW BY THE ENGINEER.1. THE CONTRACTOR SHALL ALLOW A MINIMUM OF 10 WORKING DAYS FOR REVIEW PRIOR TO

FABRICATION.G. REQUIRED SUBMITTALS SHALL INCLUDE BUT NOT BE LIMITED TO:

1. CONCRETE MIX DESIGN2. CONCRETE REINFORCING SHOP DRAWINGS3. CONCRETE ANCHOR PRODUCT INFORMATION4. CONCRETE REPAIR MATERIAL PRODUCT INFORMATION5. STRUCTURAL STEEL SHOP DRAWINGS6. COLD FORM STEEL SHOP DRAWINGS7. METAL WALL PANEL PRODUCT SUBMITTAL8. WOOD CONSTRUCTION SHOP DRAWINGS

1.3 QUALITY REQUIREMENTS:

A. ALL OMISSIONS AND CONFLICTS WITHIN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

B. THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON VISUAL OBSERVATIONS AND WITHOUT THE AID OF ORIGINAL CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN THE CONDITIONS FOUND AND THOSE INDICATED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

C. SEE DOCUMENTS BY OTHER DISCIPLINES FOR FLOOR, WALL, AND ROOF OPENINGS, TRENCHES, PITS, PIPE SLEEVES, EQUIPMENT PADS, METAL PAN STAIRS, MISCELLANEOUS IRON, ETC.

D. NO PIPES, DUCTS, CHASES, ETC. SHALL BE PLACED IN STRUCTURAL BEAM AND COLUMN MEMBERS NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED OTHERWISE. NOTIFY STRUCTURAL ENGINEER WHEN DOCUMENTS BY OTHER DISCIPLINES SHOW OPENINGS, POCKETS, ETC. NOT INDICATED IN THE STRUCTURAL DRAWINGS, BUT ARE LOCATED IN STRUCTURAL MEMBERS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM STRUCTURAL ENGINEER FOR INSTALLATION OF SUCH PIPES, DUCTS, CHASES, ETC.

E. DETAILS LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING ON PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE LOCATIONS SPECIFICALLY INDICATED. WHERE A DETAIL IS NOT INDICATED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR CONDITIONS.

F. CONTRACTOR DESIGNED ELEMENTS SHALL BE DESIGNED BY LICENSED PROFESSIONAL ENGINEERS REGISTERED IN THE STATE WHERE PROJECT IS LOCATED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, DESIGN LOAD DATA, SUPPORT REACTIONS, AND CERTIFICATION THAT ELEMENTS WERE DESIGNED FOR LOADS SPECIFIED IN THE CONTRACT DOCUMENTS OR IN THE BUILDING CODE. ALL DOCUMENTS NOTED SHALL BE SEALED BY THE LICENSED ENGINEER. IF CRITERIA INDICATED ARE NOT SUFFICIENT, SUBMIT A WRITTEN REQUEST FOR ADDITIONAL INFORMATION TO ARCHITECT. THE FOLLOWING ELEMENTS AND THEIR CONNECTIONS SHALL BE CONTRACTOR DESIGNED:1. TEMPORARY BRACING AND SHORING

1.4 STRUCTURAL TESTING AND SPECIAL INSPECTIONS:

A. STRUCTURAL INSPECTIONS SHALL BE IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE.

B. SPECIAL INSPECTION REPORTS SHALL BE FURNISHED TO BUILDING OFFICIAL, OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND CONTRACTOR. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR, AND IF NOT CORRECTED, SHALL BE REPORTED TO BUILDING OFFICIAL, OWNER, ARCHITECT, AND STRUCTURAL ENGINEER.

C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING THAT THE STRUCTURAL WORK WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

D. THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL INSPECTIONS: SEE TABLE BELOW FOR SPECIFIC TESTING REQUIREMENTS.1. CONCRETE CONSTRUCTION2. WOOD CONSTRUCTION

DESIGN CRITERIA:

A. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL EXISTING BUILDING CODE, IBC, 2015 EDITION.

B. NO PROVISIONS HAVE BEEN MADE FOR FUTURE HORIZONTAL OR VERTICAL EXPANSION.C. BUILDING RISK CATEGORY = IID. GRAVITY LOADS:

1. ROOF DEAD LOAD = 20 PSF2. UNIFORM ROOF LIVE LOADS:

a. LIVE LOAD: 20 PSFb. SNOW LOAD:

• GROUND SNOW LOAD: 20 PSF• FLAT ROOF SNOW LOAD: 20 PSF (MINIMUM GOVERNS)• SNOW EXPOSURE FACTOR: 1.0• SNOW IMPORTANCE FACTOR: 1.0• SNOW THERMAL FACTOR: 1.1

E. LATERAL LOADS: ALTERATION DOES NOT MAKE EXISTING BUILDING LESS CONFORMING TO THE IBC, THEREFORE NO CODE UPGRADE FOR LATERAL LOAD IS REQUIRED. 1. WIND LOADS

a. BASIC WIND SPEED: 115 MPHb. IMPORTANCE FACTOR: 1.0c. EXPOSURE: Bd. INTERNAL PRESSURE COEFFICIENT: +/- 0.18

COMPONENTS AND CLADDING 10 SQ FT 100 SQ FT ZONE 1 +16.0/-26.0 PSF +16.0/-23.8 PSFZONE 2 +16.0/-43.6 PSF +16.0/-28.2 PSFZONE 3 +16.0/-65.7 PSF +16.0/-28.2 PSFZONE 4 +23.8/-25.8 PSF +20.3/-22.3 PSFZONE 5 +23.8/-31.7 PSF +20.3/-24.7 PSF

1. EARTHQUAKE LOAD:a. DESIGN SPECTRAL ACCELERATION AT SHORT PERIODS, SDS: 0.407b. DESIGN SPECTRAL ACCELERATION AT 1-SECOND, SD1: 0.232c. IMPORTANCE FACTOR, IE: 1.0d. SITE CLASS: D (ASSUMED)e. SEISMIC DESIGN CATEGORY: D

DIVISION 2 - FOUNDATIONS

2.1 GENERAL:

A. FOUNDATION DESIGN BASED ON A PRESUMPTIVE ALLOWABLE BEARING CAPACITY OF 1,500 PSF PER CHAPTER 18 OF THE INTERNATIONAL BUILDING CODE. STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD THAT ARE DIFFERENT FROM THOSE ASSUMED IN DESIGN.

B. OWNER'S GEOTECHNICAL REPRESENTATIVE SHALL CERTIFY THE BEARING MEDIUM.C. EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER.

DIVISION 3 - CONCRETE

3.1 REINFORCING:

A. GENERAL1. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, DEFORMED BARS, UNLESS

NOTED OTHERWISE. WELDING OF ASTM A615, GRADE 60 REINFORCING IS NOT ALLOWED.

2. REINFORCING STEEL TO BE WELDED SHALL BE ASTM A706, DEFORMED BARS.3. EPOXY-COATED REINFORCING STEEL SHALL BE ASTM A775.4. WELDED WIRE FABRIC SHALL BE ASTM A185 AND SHALL BE CONTACT LAP SPLICED

TWO FULL WIRE SPACES.5. ALL REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED, AND

PLACED IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" AND CRSI'S "MANUAL OF STANDARD PRACTICE".

6. REINFORCING, INCLUDING DOWELS, SHALL BE SECURELY TIED AND CAST WITH THE LOWER MEMBER. PLACING REINFORCING AFTER CONCRETE HAS BEEN PLACED IS NOT PERMITTED.

7. FIELD BENDING OF REINFORCING PARTIALLY EMBEDDED IN CONCRETE IS NOT ALLOWED UNLESS SPECIFICALLY NOTED IN THE STRUCTURAL DOCUMENTS OR APPROVED BY STRUCTURAL ENGINEER.

8. PROVIDE DOWELS FROM FOUNDATION THE SAME GRADE, SIZE, AND NUMBER AS VERTICAL WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE.

9. PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS.

10. ADHESIVE FOR REINFORCING DOWELS INTO EXISTING CONCRETE SHALL BE HILTI HIT HY 200 OR APPROVED EQUAL. MINIMUM EMBEDMENT SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE.

11. ADHESIVE ANCHOR EMBEDMENT DEPTH INTO SOLID BASE MATERIAL SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:a. #3 BAR : 5" EMBEDMENTb. #4 BAR : 6" EMBEDMENTc. #5 BAR : 8" EMBEDMENTd. #6 BAR : 10" EMBEDMENTe. #7 BAR : 12" EMBEDMENTf. #8 BAR : 14" EMBEDMENTg. #9 BAR : 15" EMBEDMENTh. #10 BAR : 17" EMBEDMENT

12. MECHANICAL COUPLERS SHALL BE UNI-AXIAL TYPE CAPABLE OF DEVELOPING 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION.

B. SLABS1. ALL SLABS ON GRADE TO HAVE 6X6-W1.4XW1.4 WWF CENTERED IN MIDDLE 1/4 OF

SLAB, UNLESS NOTED OTHERWISE.2. PROVIDE SLAB BOLSTERS, HIGH CHAIRS, AND #5 SUPPORT BARS AS NECESSARY TO

MAINTAIN PROPER PLACEMENT OF REINFORCING.3. PROVIDE 2-#5 TOP X 5'-0" DIAGONALS AT CORNERS OF OPENINGS AND RE-ENTRANT

CORNERS, UNLESS NOTED OTHERWISE.

3.2 CAST-IN-PLACE CONCRETE:

A. REINFORCED CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,500 PSI.

B. ALL CONCRETE TO HAVE THE FOLLOWING UNIT WEIGHTS (+/- 3 PCF):1. NORMAL WEIGHT CONCRETE: PLASTIC = 145 PCF

C. ALL CONCRETE EXPOSED TO FREEZING AND THAWING AND DEICER CHEMICALS SHALL HAVE 6% (+1%/-1.5%) AIR ENTRAINMENT. DO NOT AIR ENTRAIN CONCRETE TO BE TROWEL FINISHED.

D. PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS:1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH............3"2. CONCRETE EXPOSED TO EARTH OR WEATHER...................................................2"3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

a. SLABS AND WALLS...........................................................................................3/4"b. BEAMS AND COLUMNS....................................................................................1-1/2"

E. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLAB-ON-GRADE AS INDICATED IN THE STRUCTURAL DRAWINGS. IF JOINT PATTERN IS NOT INDICATED, PROVIDE JOINTS AT 15 FEET (+/-) IN BOTH DIRECTIONS AND LOCATED TO CONFORM TO BAY SPACING WHEREVER POSSIBLE (AT COLUMN CENTERLINES, HALF BAYS, THIRD BAYS, ETC.).

F. INTERFACE OF CONSTRUCTION JOINTS SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 1/4". SURFACE OF CONSTRUCTION JOINTS SHALL BE CLEAN AND FREE OF LAITANCE. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED.

G. SEE ARCHITECTURAL DRAWINGS FOR WATERSTOPS.H. PROVIDE COMPRESSIBLE FILLER AND SEALANT IN SLAB-ON-GRADE AND WALL AND

COLUMN INTERFACES THAT ARE NOT DOWELED TOGETHER.I. ALL COLUMN POCKETS SHALL BE FILLED WITH CONCRETE AFTER COLUMN IS ERECTED.J. CONDUIT AND PIPES EMBEDDED IN WALLS, BEAMS, OR SLABS SHALL BE NO LARGER IN

OUTSIDE DIMENSION THAN 1/3 THE OVERALL MEMBER THICKNESS OR 2" MAXIMUM, AND SHALL BE PLACED NO CLOSER THAN 3 DIAMETERS OR WIDTHS ON CENTER.

K. SLAB ON GRADE TO BE 4" THICK UNDERLAIN BY 6 MIL VAPOR BARRIER ON 6" THICK, 3/4" MINUS CRUSHED LIMESTONE GRANULAR FILL, TO MINIMUM 95% MODIFIED PROCTOR DENSITY, UNLESS NOTED OTHERWISE.

L. PROVIDE 4" HIGH CONCRETE HOUSEKEEPING PADS UNDER EQUIPMENT. PADS SHALL EXTEND BEYOND EQUIPMENT 6" NOMINAL ON ALL SIDES. APPLY BONDING AGENT TO EXISTING CONCRETE SLAB PRIOR TO PLACING HOUSEKEEPING PAD. SEE DOCUMENTS FROM OTHER DISCIPLINES FOR EQUIPMENT LOCATIONS.

M. AT FLOOR DRAINS, LOCALLY SLOPE FLOOR TOWARDS DRAIN. SEE DOCUMENTS FROM OTHER DISCIPLINES FOR DRAIN LOCATIONS.

N. SEE ARCHITECTURAL DOCUMENTS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS, ETC. REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS.

3.3 CONCRETE REPAIR

A. CONCRETE REPAIR MATERIALS1. HORIZONTAL REPAIR MORTAR - SIKACRETE 211 SCC PLUS OR ENGINEER APPROVED

EQUIVALENT.2. VERTICAL OVERHEAD REPAIR MORTAR - SIKAQUICK VOH OR ENGINER APPROVED

EQUIVALENT.3. SURFACE BONDING AGENT - SIKA ARMATEC 110 EPOCEM OR ENGINEER APPROVED

EQUIVALENT.B. FOLLOW ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS REGARDING SURFACE

PREPARATION, MATERIAL MIXING, APPLICATION, AND CURING.C. QUALITY ASSURANCE

1. PATCHED AREAS SHALL BE SOUNDED WITH A HAMMER 7 DAYS AFTER PLACEMENT. CONTRACTOR SHALL REPAIR ALL DETECTED HOLLOWNESS BY REMOVING AND REPLACING THE PATCH AT NO COST TO THE OWNER.

2. IF SHRINKAGE CRACKS APPEAR IN THE REPAIR MATERIAL WITHIN 72 HOURS AFTER PLACEMENT, THE REPAIR SHALL BE CONSIDERED DEFECTIVE AND SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER.

3. SEE CAST IN PLACE CONCRETE SPECIFICATION FOR HOT WEATHER AND COLD WEATHER CONCRETE REQUIREMENTS.

DIVISION 6 - WOOD:

1.1 GENERAL

A. ALL WOOD SHALL BE STORED ON SITE TO PREVENT WARPING, CUPPING, BOWING, AND TWISTING. USE ONLY MATERIAL THAT IS STRAIGHT. ALL WOOD SHALL BE HELD OFF THE GROUND WITH SACRIFICIAL DUNNAGE BLOCKS.

B. ALL LUMBER SHALL BE STAMPED BY THE APPROPRIATE GRADING AGENCYC. WOOD CONSTRUCTION, BOTH LOAD BEARING AND NON LOAD BEARING, THAT WILL BE

IN PERMANENT CONTACT WITH CONCRETE OR MASONRY, SHALL BE PRESERVATIVE-TREATED WOOD CONFORMING TO THE REQUIREMENTS OF THE APPLICABLE AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT, PRESERVATIVE, AND END USE.

D. WHERE PRESERVATIVE-TREATED WOOD IS USED IN ENCLOSED LOCATIONS WHERE DRYING IN SERVICE CANNOT READILY OCCUR, SUCH WOOD SHALL BE AT A MOISTURE CONTENT OF 19 PERCENT OR LESS BEFORE BEING COVERED WITH INSULATION, INTERIOR WALL FINISH, FLOORING COVERING OR OTHER MATERIALS.

E. NO. 2 GRADE 2x LUMBER IS PERMITTED IN ALL LOAD BEARING, NON-LOAD BEARING, AND WOOD NAILER APPLICATIONS UNLESS NOTED OTHERWISE.

F. WOOD FRAMING SHALL BE SOUTHERN PINE NO 2 OR BETTER.G. WHEN FASTENER REQUIREMENTS ARE NOT SHOWN ON THE DRAWINGS, REFER TO

TABLE 2304.9.1 OF THE IBC 2015 FOR A FASTENING SCHEDULE.

1.2 SHEATHING

A. WOOD STRUCTURAL PANELS FOR ROOF SHEATHING SHALL BE 3/4" APA RATED SHEATHING, EXTERIOR GRADE.

B. SHEATHING PANELS SHALL NOT BE LESS THAN 4 FEET BY 8 FEET EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. IN THOSE INSTANCES THE MINIMUM SHEET DIMENSION SHALL BE 24 INCHES.

C. INSTALL SHEATHING WITH 1/8" SPACING AT ALL SIDES OF SHEET.D. SHEATHING NAILS SHALL BE DRIVEN SO THAT THEIR HEAR OR CROWN IS FLUSH WITH

THE SURFACE OF THE SHEATHING.E. ATTACH ROOF SHEATHING TO SUPPORTING STRUCTURE USING 8D NAILS SPACED AT

6" O.C. AT PANEL EDGES AND 12" O.C. TO INTERMEDIATE SUPPORTS.F. FASTENERS FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED ZINC-

COATED GALVANIZED STEEL. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A153.

1.3 GLU-LAM BEAMS

A. GLU-LAM BEAMS ARE SOUTHERN PINE 24F-V5 RATED FOR EXTERIOR USE. GLU-LAM BEAMS SHALL HAVE A MINIMUM BENDING STRESS Fb = 2400 PSI FOR BOTH TOP AND BOTTOM OF THE BEAM. MINIMUM COMPRESSION PERPENDICULAR TO THE GRAIN STRESS, Fc-perp = 740 PSI FOR BOTH THE TOP AND BOTTOM OF THE BEAM. A MINIMUM MODULUS OF ELASTICITY OF 1,700,000 PSI.

B. DELIVERY, HANDLING, & STORAGE - COMPLY WITH PROVISIONS IN AITC 111.

ELEVATION DESIGNATION

BEAM MOMENT CONNECTION

WELDED WIRE REINFORCING

BEARING ELEVATIONCENTERED - JOIST ELEVATIONAT END - ELEV AT END+ OR -, RELATIVE TO ADJACENT MEMBER

(110'-0")

MASONRY

CONCRETE

FOOTING OR GRADE BEAM

EARTH

FREE DRAINING MATERIAL/GRAVEL

NOTE: ITEMS SHOWN ON THIS SYMBOLS AND NOTATIONS LIST MAY OR MAY NOT APPLY TO THIS PROJECT. ITEMS SHOWN ARE FOR REFERENCE ONLY.

SYMBOLS

(+2 1/2")

ABBREVIATIONS:

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARCH ARCHITECT BO BOTTOM OF BOS BOTTOM OF STEELBRG BEARING C CAMBER CFMF COLD FORMED METAL FRAMINGCJ CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CMU CONCRETE MASONRY UNIT CONT CONTINUOUS DBA DEFORMED BAR ANCHOR DIA DIAMETER(E) EXISTING EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEV ELEVATION EOD EDGE OF DECK EOJ END OF JOISTS EPS EXPANDED POLYSTYRENE EQ EQUAL EW EACH WAY F'C 28 DAY CONCRETE COMPRESSIVE STRENGTH FTG FOOTINGFV FIELD VERIFY HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SECTION J BRG JOIST BEARINGJST JOISTK KIPS (1000 LBS) LBS POUNDS LD DEVELOPMENT LENGTH LLBB LONG LEG BACK TO BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LSH LONG SIDE HORIZONTAL LSV LONG SIDE VERTICAL LVL LAMINATED VENEER LUMBER LWT LIGHT WEIGHT CONCRETE MAX MAXIMUM NTS NOT TO SCALE NWT NORMAL WEIGHT CONCRETE OC ON CENTER OPH OPPOSITE HAND PCF POUNDS PER CUBIC FOOT PEMB PRE-ENGINEERED METAL BUILDING PL PLATE PLF POUNDS PER LINEAR FOOT PJP PARTIAL JOINT PENETRATION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBERPT PRESSURE TREATED SIM SIMILAR SLBB SHORT LEG BACK TO BACK SOG SLAB ON GRADE STD STANDARDTBV TO BE VERIFIED TO TOP OF TOC TOP OF CONCRETE TOM TOP OF MASONRY TOS TOP OF STEEL TOF TOP OF FOOTING TYP TYPICAL UNO UNLESS NOTED OTHERWISE WF WIDE FLANGE WP WORK POINT WWR WELDED WIRE REINFORCING XS EXTRA STRONG XXS DOUBLE EXTRA STRONG

GENERAL

THE OWNER WILL ENGAGE AND EMPLOY A QUALIFIED SPECIAL INSPECTION AGENCY TO CONDUCT SPECIAL INSPECTIONS OF STRUCTURAL WORK AS REQUIRED BY CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE AND AS DELINEATED BELOW. AGENCIES THAT ARE CONSIDERED QUALIFIED AND ACCEPTABLE TO ACT AS SPECIAL INSPECTORS WILL BE THOSE ACCEPTABLE TO THE BUILDING OFFICIAL OF THE JURISDICTION THAT GRANTS THE BUILDING PERMIT AN THE OWNER.

SPECIAL INSPECTIONS REPORT REQUIREMENTS

SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND CONTRACTOR. REPORTS SHALL INDICATE THAT THE STRUCTURAL WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONTRACT DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL, OWNER, ARCHITECT, AND STRUCTURAL ENGINEER PRIOR TO THE COMPLETION OF THAT PHASE OF WORK. A FINAL REPORT OF INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY THE OWNER AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK.

REQUIRED SPECIAL INSPECTIONS

THE FOLLOWING TYPES OF STRUCTURAL WORK REQUIRE SPECIAL INSPECTIONS. REFER TO INDIVIDUAL SPECIFICATIONS SECTIONS FOR SPECIFIC TESTING AND INSPECTING REQUIREMENTS. CONTINUOUS INSPECTION IS THE FULL-TIME OBSERVATION OF WORK BY A QUALIFIED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION IS THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK BY A QUALIFIED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.

STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS

CAST-IN PLACE CONCRETE CONSTRUCTION

SPECIAL INSPECTION ITEMTYPE OF INSPECTION

CONTINUOUS PERIODICREMARKS

WOOD CONSTRUCTION

SPECIAL INSPECTION ITEMTYPE OF INSPECTION

CONTINUOUS PERIODICREMARKS

1. INSPECTION STEEL REINFORCEMENT, INCLUDING SIZE, QUANTITY, PLACEMENT AND CLEARANCES. VERIFY THAT APPROVED SHOP DRAWINGS WERE UTILIZED.

2. INSPECTION OF ANCHOR RODS, HEADED BOLTS, HEADED STUDS, SHEAR STUD SHEAR REINFORCING AND OTHER EMBEDDED ITEMS INCLUDING SIZE, GRADE, LENGTH LOCATION AND CLEARANCES PRIOR TO AND DURING PLACEMENT OF CONCRETE.

9. INSPECTION OF EXPANSION/EPOXY ANCHORS INSTALLED IN HARDENED CONCRETE.

5. VERIFICATION OF USE OF SPECIFIED DESIGN MIXTURE.

6. TESTING OF SLUMP, AIR CONTENT, AND TEMPERATURE OF CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS.

7. INSPECTION OF CONCRETE PLACEMENT, INCLUDING CONVEYING, DEPOSITING AND APPLICATION TECHNIQUES.

8. INSPECTION OR CURING PROCEDURES AND MAINTENANCE OF CURING TEMPERATURES.

10. VERIFICATION OF CONCRETE STRENGTH BEFORE REMOVAL OF SHORES AND FORMS FROM BEAMS AND SLABS.

6. INSPECTION OR GLUING OPERATIONS OR ELEMENTS OR WIND AND SEISMIC FORCE RESISTING SYSTEMS.

4. VERIFICATION OF NAILING, BOLTING, ANCHORING AND OTHER MEANS OF ATTACHMENT WITHIN THE WIND AND SEISMIC FORCE RESISTING SYSTEMS.

5. VERIFICATION OF ALL OTHER CONNECTIONS.

1. VERIFICATION OF THE USE OF PROPER MATERIALS. MATERIALS SHALL BE IDENTIFIED BY THE CERTIFYING TRADE LABELS OR GRADE STAMPS.

2. VERIFICATION OR MEMBER SIZES. NOTE ANY WARPED, CUPPED, TWISTED OR DAMAGED MEMBERS.

3. VERIFICATION OF THE USE OR TREATED WOOD MEMBERS. IN ADDITION, VERIFY CONNECTORS USED IN CONTACT WITH TREATED MEMBERS MEET THE PROPER FINISH REQUIREMENTS.

7. REVIEW OF PRE-ENGINEERED TRUSSES. NOTE THAT TRUSSES WERE FABRICATED PER A CERTIFIED MANUFACTURER, PROPER STORAGE METHODS, BRACING INSTALLED PER APPROVED SHOP DRAWINGS, SHEATHING ATTACHMENT AND CONNECTORS.

8. INSPECTION OF FABRICATION PROCESS OF OTHER PREFABRICATED WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES. VERIFICATION OF THE USE OF PROPER MATERIALS, MEMBER SIZES AND CONNECTIONS.

SPECIAL INSPECTION TABLES

X

X

X

X

X

X

X

X

X

X

X

X

4. INSPECTION FORMWORK FOR SHAPE, LOCATION, DIMENSIONS AND CLEARANCES

X

X

X

X

X

3. INSPECTION VAPOR RETARDER FOR TYPE, THICKNESS, LAPS AND PATCHES OF ALL VOIDS

6. INSPECTION OF WOOD FRAMING DEFICIENCIES SUCH AS OVERSIZED KNOTS, FIELD NOTCHES OR SEVERE SPLITTING

X

DIVISION 5 - METALS

5.1 STRUCTURAL STEEL:

A. GENERAL1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE

WITH THE ANSI/AISC 360-10 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" 2. MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OTHERWISE.

a. W'S AND WT'S ASTM A992 b. PLATES & OTHER SHAPES ASTM A36c. HSS: SQ. & RECT. ASTM A500, GRADE Bd. PIPE ASTM A53, TYPE E OR S, GRADE Be. BOLTS ASTM F3125, GRADE A325, 3/4" DIAMETER

(MIN.), HEX HEADf. ANCHOR RODS ASTM F1554, GRADE 36 WITH A36 WASHERS

AND HEAVY HEX NUTSg. THREADED ROD ASTM A36h. ELECTRODES MATCHING STRENGTH, 70 KSI MIN.

3. BEAM CONNECTIONS SHALL BE AS INDICATED ON THE STRUCTURAL DRAWINGS.4. WHERE ITEMS ARE TO BE ANCHORED TO CONCRETE OR MASONRY, EXCEPT AT

COLUMN BASEPLATES, USE STANDARD SIZED HOLES IN STEEL MEMBER, UNLESS NOTED OTHERWISE.

5. USE PREQUALIFIED WELDED JOINTS IN ACCORDANCE WITH AISC AND AWS D1.1:2000. NON-PREQUALIFIED JOINTS SHALL BE QUALIFIED PRIOR TO FABRICATION.

B. ANCHORS TO CONCRETE AND MASONRY1. ANCHORS SHALL BE ADHESIVE ANCHORS, UNLESS NOTED OTHERWISE.2. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ ANCHORS OR APPROVED

EQUAL. ANCHORS SHALL BE PLAIN, UNCOATED EXCEPT PROVIDE STAINLESS STEEL ANCHORS WHERE SUPPORTED ITEM IS GALVANIZED.

3. ADHESIVE ANCHORS SHALL BE HILTI HIT HY ADHESIVE ANCHORS OR APPROVED EQUAL. USE HIT HY 200 MAX ADHESIVE WHEN ANCHORING INTO SOLID BASE MATERIAL. USE HIT HY 270 ADHESIVE PLUS A SCREEN TUBE WHEN ANCHORING TO OR THROUGH HOLLOW BASE MATERIAL. ANCHORS SHALL BE PLAIN, UNCOATED EXCEPT PROVIDE GALVANIZED ANCHORS WHERE SUPPORTED ITEM IS GALVANIZED.

4. WHEN INSTALLING ANCHORS, DO NOT CUT EXISTING REINFORCING. INSTALL ANCHORS TO ACCOMMODATE THE STANDARD HOLE SIZE IN STEEL.

5. EXPANSION ANCHOR EMBEDMENT DEPTH INTO SOLID BASE MATERIALS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:a. 3/8" DIAM. : 2-5/16" EMBEDMENTb. 1/2" DIAM. : 3-5/8" EMBEDMENTc. 5/8" DIAM. : 4-7/16" EMBEDMENTd. 3/4" DIAM. : 5-5/16" EMBEDMENT

6. ADHESIVE ANCHOR EMBEDMENT DEPTH INTO SOLID BASE MATERIAL SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:a. 3/8" DIAM. : 3-3/8" EMBEDMENTb. 1/2" DIAM. : 4-1/2" EMBEDMENTc. 5/8" DIAM. : 5-5/8" EMBEDMENTd. 3/4" DIAM. : 6-3/4" EMBEDMENTe. 1" DIAM. : 9" EMBEDMENT

7. ADHESIVE ANCHOR EMBEDMENT DEPTH INTO HOLLOW BASE MATERIAL SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:a. 3/8" DIAM. : 2" EMBEDMENTb. 1/2" DIAM. : 2" EMBEDMENTc. 5/8" DIAM. : 2" EMBEDMENT

5.2 METAL WALL PANELS:

A. GENERAL1. PANELS SHALL BE CONTINUOUS OVER 3 SPANS, UNLESS NOTED OTHERWISE.2. AT SUPPORTS PARALLEL TO THE DECK SPAN, RAISE STEEL SUPPORTS OR

PROVIDE SHIMS AT FASTENING POINTS IF THE DECK VALLEY DOES NOT ENGAGE THE SUPPORT.

B. METAL PANELS 1. METAL PANELS SHALL BE DESIGNED, FABRICATED, AND INSTALLED IN

ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 2. METAL WALLS SHALL BE 1-1/4" U.N.O. WIDE RIB DECK WITH DESIGN THICKNESS

0.021" (26 GAUGE) AND SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: I=0.036 IN^4/FT, SP=0.0358 IN^3/FT, SN=0.247 IN^3/FT, AND FY=50 KSI.

3. METAL PANELS SHALL BE SCREWED TO SUPPORTS, WITH #12 SHEET METAL SCREWS.

5.3 COLD-FORMED METAL FRAMING:

A. COLD-FORMED METAL FRAMING SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISI S100-12, AISI S200-12, AISI S210-07, AISI S211-07/S1-12, AISI S212-07, AISI 213-07/S1-09, AISI S214-12, & AISI 220-11.

B. COMPLETE, UNIFORM, AND LEVEL BEARING SUPPORT SHALL BE PROVIDED, OR FULL SIZE SHIMS SHALL BE INSTALLED TO PROVIDE SUCH BEARING.

C. COLD FORMED STEEL GIRTS SHALL BE GRADE 50 WITH G90 COATING. COLD FORM BENT PLATES TO BE GRADE 33 OR 50 WITH G90 COATING.

LAWRENCE GROUPRECORD DOCUMENTS

This record drawing has been prepared from as-built information provided to Lawrence Group (LG) by the Construction Manager (CM) for the project. While this information, recorded by the CM and their subcontractors during construction, is believed to be reliable, LG assumes no responsibility for the accuracy of this record drawing or for any errors or omissions that may have been incorporated into it as a result of incorrect or incomplete information provided by the CM to LG. Those relying on this record document are advised to obtain independent verification of its accuracy. This drawing is not to be used or issued for construction or any other purpose without prior consultation with LG.

Project Number:

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STRUCTURAL GENERAL NOTES

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Horner & Shifrin 401 S. 18th Street, Suite 400St. Louis, MO 63108314.531.4321844.339.2910

319 N. 4th Street Suite 1000St. Louis, MO 63102314.231.5700314.231.0816

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336' - 0"

CRANE STEEL COL. - TYP

(E) 12X12WOOD COL. - TYP


(E) STEEL COL. (E) STEEL COL. (E) STEEL COL.



(E) CONC. COL.

(E) FOUNDATION WALL TO BE ABANDONED

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(E) CONC. COL.

SEE DEMO PLANS FOR AREAS BEING DEMOED

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INFILL (E) OPENING W/ 600S162-54 CF METAL STUDS @ 16" O.C. & CORRUGATED SIDING (SEE ARCH)

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1. FINISH FLOOR ELEVATION = 100'-0” UNO.

2. SEE ARCH SHEETS FOR BALANCE OF INFORMATION.

3. SEE DEMO SHEETS FOR AREAS BEING DEMOED.

GENERAL NOTES (THIS SHEET ONLY):

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WATER DAMAGED TRUSS. REMOVE & REPLACE W/ GLULAM BEAM

(E) WOOD TRUSS - TYP

(E) MASONRY PIER

(E) MASONRY PIER

(E) WOOD TRUSS

(E) WOOD TRUSS

(E) WOOD TRUSS

(E) WOOD TRUSS (E) WOOD TRUSS - TYP

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ALL

(E)

CO

NC

RE

TE

BE

AM

-

TY

P

(E) CONCRETE BEAM - TYP



@2x12 2' - 0"

@2x12 2' - 0"

@2x12 2' - 0"

@2x12 2' - 0"

@2x12 2' - 0"

@2x12 2' - 0"


10.5X30.25

10.5X30.25

@2x12 1' - 4"

@2x12 1' - 4"

@2x12 1' - 4"

(E)

(E) @2x12 2' - 0"

@2x12 2' - 0"(E)

(E)

@2x12

1' -

4"

@2x12

1' -

4"

(E)

WO

OD

TR

US

S

(E)

15

' - 8

"1

2' -

2"

12

' - 2

"1

5' -

8"

19

' - 0

"1

9' -

0"

21

' - 2

"

GLULAM BEAM

GLULAM BEAM

(E)

(E)

WO

OD

TR

US

S

(E)

WO

OD

TR

US

S

3

S-300

4

S-300

5

S-300

7

S-300

6

S-300

1

S-200

3

S-200

(E) STEEL COL. (E) STEEL COL. (E) STEEL COL.

BRG ELEV = 124'-9" ±

BRG ELEV = 124'-9" ±

BRG ELEV = 124'-9" ±

CONCRETE SPALLING @ EXTERIOR WALL (APPROXIMATELY 10 SQ. FT) SEE REPAIR DETAIL 9/S-300

(E) WOOD TRUSS

(E) WOOD TRUSS

(E) MASONRY PIER

(E) MASONRY PIER

4

S-200

CONCRETE SPALLING @ EXTERIOR WALL (APPROXIMATELY 10 SQ. FT) SEE REPAIR DETAIL 9/S-300

2

S-200

11

S-300

TYP.

F.V.

262' - 5 1/2" ±

F.V

.

47

' - 8

3/4

" ±

1000S250-68 @ 6'-0" O.C. GIRTS W/ MID-SPAN BRACING



14

S-300

15

S-300

11

S-300

CONT. L6x6x1/4 ANGLE ALONG (E) WALL

CONT. L6x6x1/4 ANGLE ALONG WALL

F.V

.

2' -

0"

±

CONCRETE SPALLING @ EXTERIOR COLUMN (APPROXIMATELY 10 SQ. FT) SEE REPAIR DETAIL 9/S-300

CONT. L6x6x1/4 ANGLE ALONG (E) CONC. COL. @ EA CORNER OF NEW WALL

(E) CONC. COL.

DEMO (E) MASONRY WALL (KEEP 1'-0" OF MASONRY @ PIER FOR WALL CONNECTION)

1000S250-68 @ 4'-0" O.C. W/ GIRT BRACING @ 8'-0" O.C. (SIM. SEE SECTION 2/S-200)

1' - 0"

24

' - 1

0"

±2

5' -

10

" ±

C12X30

S-300

18

17

S-300

16

S-300

BRG ELEV = TO MATCH (E)





F.V

. (E

) O

PE

NIN

G

48

' - 8

" ±

1

S-301

F.V

. (E

) O

PE

NIN

G

48

' - 8

" ±

INFILL (E) OPENING W/ 600S162-54 CF METAL STUDS @ 24" O.C. & CORRUGATED SIDING (SEE ARCH)

FOR NEW DOOR LOCATION SEE ARCH. SEE TYP. DETAIL 2/S-301 FOR OPENING FRAMING

3

S-301

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

(E) CONCRETE BEAM

@ MIDSPAN

COMPLETE DEMO OF (E) TRUSS FOR INSTALLATION OF NEW BEAM

5

S-301

C15x33.9

W

12x26

BE

LO

W (

E)

WIN

DO

W

CONNECT NEW STEEL FRAMING TO (E) CONC. W/ 3/8" STANDARD CONNECTION ANGLES & 1/2"Ø EXPANSION ANCHORS

REMOVE & REPLACE FRAMING & TRUSS - THIS AREA ONLY

1. SEE ARCH FOR BALANCE OF INFORMATION.

2. ALL DIMENSIONS ARE TO CENTERLINE OF COLUMNS U.N.O.

3. REMOVE EXISTING ROOF SHEATHING AND REPLACE WITH 3/4" EXTERIOR GRADE SHEATHING

4. FINISH FLOOR ELEVATION = 100'-0” UNO.

5. SEE DEMO SHEETS FOR AREAS BEING DEMOED.

6. FIELD VERIFY ALL DIMENSIONS OF EXISTING BUILDING AND FRAMING.

7. SHORE EXISTING JOISTS PRIOR TO REMOVAL OF EXISTING TRUSSES AND FRAMING.

GENERAL NOTES (THIS SHEET ONLY):

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

OJE

CT

DE

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RIP

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Office:


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FRAMING PLAN

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3/32" = 1'-0"1

ROOF FRAMING PLAN

3

Structural Engineer



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LOWER ROOF125' - 9"

UPPER ROOF141' - 1"

LEVEL 1100' - 0"

C

INSTALL (2) 1/4"Ø HILTI SCREW ANCHORS @ COLUMN EA SIDE OF STUD

(E) CONC. BEAM

(E) CONC. COL.

1.25" x 26GA METAL WALL PANEL - SEE ARCH

BOTTOM OF LOWERCONC. BEAM

121' - 7"

(E) CONC. FRAME @ HIGH BAY

(E) CONC. COLUMN

INSTALL 10" BACK TO BACK GIRTS @ 6'-0" O.C. ALONG WALL

12

S-300

S-300

8

ATTACH METAL WALL TO GIRTS W/ SHEET METAL SCREWS

(E) CONC. CORBEL @ EA COL. TO REMAIN. NEW WALL TO BE BUILT AROUND.

(E) SLAB

2' - 0"

2' - 10"

(E) WINDOWS TO REMAIN BEYOND

S-30011

SIM.

17

' - 0

" ±

4' -

0"

±

2' - 0" ±

F.V

.

4' -

3"

±1

' - 6

"

S-3001

LOWER ROOF125' - 9"

LEVEL 1100' - 0"

12

(E) TRUSS


121' - 7"

S-30017

10" BACK TO BACK GIRTS @ 4'-0" O.C. ALONG WALL W/ BRACING @ MID-SPAN 1.25" x 26 GA METAL

WALL PANEL - SEE ARCH M

AX

4' -

0"

S-300

1

LOWER ROOF125' - 9"

UPPER ROOF141' - 1"

LEVEL 1100' - 0"

C


121' - 7"

(E) CONC. BEAM

1.25" x 26GA METAL WALL PANEL - SEE ARCH

INSTALL 10" BACK TO BACK GIRTS @ 6'-0" O.C. ALONG WALL

S-3008

(E) CONC. BEAM @ EXTERIOR HIGH BAY ABOVE & BELOW WINDOW

INSTALL 12GA BENT PL EA SIDE OF GIRT @ MID SPAN - TYP EA GIRTATTACH PLATE TO GIRT & PANEL WITH #12 SCREWS

(E) SLAB

S-30011

(E) WINDOW TO REMAIN

MA

X

6' -

0"

S-3001

SIM.

LOWER ROOF125' - 9"

UPPER ROOF141' - 1"

LEVEL 1100' - 0"

4 5

1

S-200

1' -

10

"6

' - 0

"6

' - 0

"6

' - 0

"6

' - 0

"


121' - 7"

2

S-200 11

S-300

(2) 1/4"Ø SCREW ANCHORS - TYP @ EA END OF GIRTS

10" BACK TO BACK GIRT @ 6'-0" O.C. - TYP

CONT. 1000T350-54 @ TOP OF WALL

1/4"Ø HILTI KWIK CON II+ SCREW ANCHOR @ 2'-0" O.C.

(E) CONC. COL. (E) CONC. BEAM @ INT. SIDE OF COL.

(E) CONC. WALL

25

' - 1

0"

CONT. L6x6 @ FOOTING

(E) FOOTING

NEW 2x12 WOOD JOISTS

24' - 0"

F.V. (E) OPENING

22' - 0" ±

F.V

. (E

) O

PE

NIN

G

24

' - 1

3/8

" ±

(E) CONC. CORBEL

(E) SLAB

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

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CT

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Author

SECTIONS

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1/2" = 1'-0"1

NEW WALL @ (E) CONC. COLUMNS1/2" = 1'-0"

3NEW WALL SECTION @ SOUTHEAST CORNER

1/2" = 1'-0"2

NEW WALL @ MID-SPAN1/2" = 1'-0"

4SECTION @ GIRTS BETWEEN COLUMNS



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Structural Engineer


GLULAM BEAM

NEW 2X12 WOOD JOISTS @ 16" O.C.

3/4" SHEATHING

RIGID INSULATION

SINGLE PLY ROOFING

SIMPSON LUS210 FACE MOUNT JOIST HANGER (TYP)

NOTE: INSTALL SIMPSON HANGERS PER MANUFACTURER REQUIREMENTS

(E) TRUSS TO REMAIN

(E) 12x12 WOOD COLUMN TO REMAIN

(E) 2X JOISTS @ 2'-0" O.C.

GLULAM BEAM

3/4" SHEATHING

PO

ST

HT

6' -

1 1

/2"

± F

.V.

TR

US

S D

EP

TH

7' -

5 3

/4"

± F

.V.

6"x8"x16 GA BENT PL W/ (4) #8 WOOD SCREWS EA LEG - TYP @ EA. END OF BRACE

2x8 WOOD BRACE TYP. @ EA END OF BEAM

1

1

S-300

21

NOTE:1. SHORE (E) STRUCTURE DURING

CONSTRUCTION. 2. FIELD VERIFY ALL CONDITIONS

PRIOR TO FABRICATION. 3. SEE 15/S-300 FOR BALANCE OF

INFORMATION.

(E) LATERAL BRACE (DETACH CONNECTION & RE-CONNECT INTO NEW POST W/ LAG SCREWS MATCH (E) HOLE DIA.

DRILL NEW HOLE IN OR REPLACE (E) BRACE CONNECTION TO ACCOMMODATE NEW PLATE CONNECTION

CONNECT NEW POST TO TOP OF (E) COLUMN W/ 1/4"x4"x2'-0" PL & 1/2" LAG SCREWS STAGGERED. PLACE PL EDGE @ CL OF (E) COL. (TYP - EA SIDE-FIELD MODIFY PL FOR (E) BOLT CONNECTION) SEE DETAIL 21/S-300 FOR BALANCE OF PL INFORMATION

SINGLE PLY ROOFING SEE ARCH FOR ROOF SLOPE & FINISH

NEW 8x12 WOOD POST

F.V.6"

F.V.6"

F.V.1' - 11 1/2"

(E) MASONRY WALL

(E) SILL PLATE (REMOVE & REPLACE ROTTED WOOD AS REQ.)

INSTALL 2X BLOCKING @ EA SPACE

3/4" SHEATHING

RIGID INSULATION

SINGLE PLY ROOFING

(E) 2x JOIST @ 2'-0" O.C.

SIMPSON H4 HURRICANE CLIP

FASCIA BOARD SEE ARCH

SEE ARCH FOR ROOF FINISH & BLOCKING FOR GUTTER

(E) CONC. BEAM

(E) LEDGER ALONG END OF CONC. BEAM, W/ 1/2"Ø STAGGERED BOLTS. F.V. (REMOVE & REPLACE (E) ROTTEN WOOD AS REQ.) REPLACE DAMAGED ANCHORS WITH 1/2"Ø EXPANSION ANCHORS

3/4" SHEATHING

RIGID INSULATION

SINGLE PLY ROOFING

2x JOIST @ 2'-0" O.C.

SIMPSON HURRICANE CLIP

B.O.D. (T.B.V.)

125'-5" ±

SEE ARCH FOR FLASHING @ (E)

(E) CONC. BEAM

2X SILL PLATE W/ 1/2" EXP. ANCHOR @ 2'-0" O.C. ON (E) CONC. BEAM

INSTALL SIMPSON H4 UPLIFT CLIP (TYP @ EA JOIST)

ATTACH JOISTS W/ 16d NAILS @ OVERLAP - TYP

2X12 ROOF JOISTS

3/4" SHEATHING

RIGID INSULATION

SINGLE PLY ROOFING

1' - 6"

BRG.(T.B.V.)

141'-1" ±

(E) CONC. WALLSEE ARCH FOR FLASHING

26GA METAL WALL SEE ARCH

10" CF GIRT

1000T250-54 TRACK @ TOP OF WALL

1/4"Ø HILTI KWIK CON II+ SCREW ANCHOR @ 2'-0" O.C. IN EA. FLANGE

1/4"Ø HILTI KWIK CON II+ SCREW ANCHOR @ 4" O.C. INTO CONC.

1' -

6"

SAW CUT 1/2" @ PERIMETER OF REPAIR AREA

REMOVE ALL CORROSION FROM EXISTING REINF. BARS. WHERE STEEL LOSS EXCEEDS 15% OF ORIGINAL DIA. INSTALL SUPPLEMENTARY STEEL PER DETAIL 10/S-300.

PATCH W/ REPAIR MATERIAL TO ORIGINAL SURFACE

(E) REINF. BAR

EPOXY COATED REBAR. SAME SIZE AS (E) REBAR

(E) REINF.

Lb MIN.

STEEL SECTION

DAMAGED Lb MIN.

(E) CONC. COLUMN

10" BACK-TO-BACK CF GIRT

METAL PANEL

INSTALL (2) 1/4"Ø HILTI KWIK CON II+ SCREW ANCHOR @ EA END OF GIRT W/ 1 3/4" NOM EMBED. - TYP. @ EA. CONC. COL. ( 4 - SCREWS/GIRT END)

3" 6" 3"

SPAN GIRTS FROM CL-TO-CL OF EA CONC. COL.

INSTALL (2) 1/4"Ø HILTI KWIK CON II+ SCREW ANCHOR @ EA END OF GIRT W/ 1 3/4" NOM EMBED. - TYP. @ EA. CONC. COL. ( 4 - SCREWS/GIRT END)

10" GIRT

METAL PANEL

(E) CONC. WALL

SILL PLATE @ TOP OF CONC.

RIGID INSULATION

NEW 2x12 JOIST @ 2'-0" O.C.

INSTALL 3/4"Ø EXPANSION SILL ANCHOR @ 4'-0" O.C. INTO (E) CONC.

BRG.(T.B.V.)

141'-1" ±


3/4" SHEATHING

SINGLE PLY ROOFING


FASCIA BOARD SEE ARCH

SEE ARCH FOR ROOF FINISH & BLOCKING FOR GUTTER

D

CONT. L6x6x1/4 ALONG (E) MASONRY WALL

INSTALL 3/4"Ø H.D.G.THREADED ROD W/ HILTI HIT-HY 270 ADHESIVE W/ 8" EMBED. & 1" SCREEN TUBE - TYP @ 2'-0" O.C.

(E) EXTERIOR MASONRY WALL

10" CF GIRTS ALONG WALL @ 4'-0" O.C.

SCREW GIRT INTO ANGLE W/ #12 SHEET METAL SCREWS (2) PER GIRT FLANGE - TYP

12

1.25"x26GA METAL WALL


3/4" SHEATHING

RIGID INSULATION (E) 2x JOIST @ 2'-0" O.C.


(E) TRUSS

ATTACH NEW 2X TO (E) JOIST W/ 16d NAILS - TYP

BACK SPAN NEW MEMBER 4'-0" MIN. -TYP. @ EA. JOIST

CONT. TRACK @ TOP OF WALL

10" CF GIRT

(E) MASONRY PIER

CONT. L6x6 @ EXT. MASONRY WALL

3/4"Ø H.D.G. THREADED ROD

2' - 11" ±

13

S-300

4' - 0"

1' - 0"COORDINATE W/ ARCH FOR OVERHANG

(E) TRUSS TO REMAIN

(E) 12x12 WOOD COLUMN

(E) 2X JOISTS @ 2'-0" O.C. NEW 2X12 WOOD

JOISTS @ 2'-0" O.C.

GLULAM BEAM

3/4" SHEATHING

PO

ST

HT

6' -

1 1

/2"

± F

.V.

TR

US

S D

EP

TH

7' -

5 3

/4"

± F

.V.

6"x8"x16 GA BENT PL W/ (4) #8 WOOD SCREWS EA LEG -TYP. EA END OF BRACE

2x8 WOOD BRACE

8x12 POST

S-300

21

NOTE:1. SHORE EXISTING STRUCTURE DURING

CONSTRUCTION.2. FIELD VERIFY ALL CONDITIONS PRIOR TO

FABRICATION. 3. SEE 4/S-300 FOR BALANCE OF INFORMATION. 4. ADJACENT CRANE STEEL NOT SHOWN FOR CLARITY.

LATERAL BRACING CONNECTION AT CRANE STEEL IS TO BE DETACHED & RE-ATTACHED AFTER CONSTRUCTION.

1

1

CONNECT NEW POST TO TOP OF (E) COLUMN W/ 1/4"x4"x2'-0" PL & 1/2" LAG SCREWS STAGGERED. PLACE PL EDGE @ CL OF (E) COL. (TYP - EA SIDE-FIELD MODIFY PL FOR (E) BOLT CONNECTION) SEE DETAIL 21/S-300 FOR BALANCE OF PL INFORMATION

F.V. 6" ±

F.V.6" ±

F.V.1' - 11 1/2" ±

(E) CROSS BRACE @ TOP OF (E) TRUSSES (DETACH & RE-CONNECT TO NEW BEAM. DRILL NEW HOLE IN (E) PL OR REPLACE (E) CONNECTION PL. TO ALLOW BOLT/SCREW ATTACHMENT)

SINGLE PLY ROOFING

SEE ARCH FOR ROOF FINISH

CONT. L6x6x1/4 ALONG (E) MASONRY WALL

INSTALL 1/2"Ø EXPANSION ANCHOR @ 4'-0" O.C. INTO CONC. W/ 3 5/8" EMBED.

(E) CONC.

10" CF GIRTS ALONG WALL @ 4'-0" O.C.

SCREW GIRT INTO ANGLE W/ #12 SHEET METAL SCREWS (2) PER GIRT FLANGE - TYP

1/2"1/2"

6x6x12GA BENT PL

#12 SCREWS MIN. 4 PER CONNECTION

C12x30 COL.

10" GIRT

WELD PL TOCHANNEL

26GA METAL PANEL

COPE AS REQ. TO MAKE CONNECTION

6" 6"

2"

EQ

.E

Q.

EXISTING S.O.G.

SAW CUT EXISTING SLAB FULL DEPTH FOR REPAIR

NEW CONC.

1/2"Øx1'-6" SMOOTH BAR DOWELS, EPOXY INTO EXISTING SLAB 6" GREASE END EMBEDDED INTO NEW SLAB

6"

AGGREGATE DRAINAGE/BASE COURSE (TYP)

WWR CENTERED (TYP)

VAPOR RETARDER (TYP)

SOG, PER PLAN

COMPACTED SUBGRADE

"t"

TYPICAL S.O.G.

VA

RIE

S

1 1/2" 9" 1 1/2"

1' - 0"

1' -

0"

1 1

/2"

9"

1 1

/2"

C12 COL.

12"x12"x1/2" BASE PL W/ 1" MIN. GROUT & SHIM

(4) 3/4"Ø x 12" A325 ANCHOR BOLTS

1/4

1.25"x26 GA METAL WALL

(E) SLAB

CONT. L6x6x1/4 ANGLE W/ 3/4"Ø EXPANSION ANCHOR @ 4'-0" O.C.

T.B

.V.

VA

RIE

S

INSTALL 1/4"Ø H.D.G. BOLT @ 2'-0" O.C. W/ WASHER IN CENTER OF LONG SLOTTED HOLE IN ANGLE FOR BASE CONNECTION TO PANEL.

LEVEL 1100' - 0"

12

SAW CUT (E) SLAB TO INSTALL NEW COL. FOOTING

FILL IN SLAB

(E) SLAB

T.B

.V.

FILL IN SLAB

METAL PANELS

10" CF GIRTS @ 4'-0" O.C

C12 COL.

(E) COL.

(E) COL. FOOTING T.B.V.

MA

TC

H E

XIS

TIN

G

NEW COL. FOOTING 2'-0"x1'-4"xT.B.V.

(3) #4 DOWELS @ EA. SIDE OF FOOTING

EMBED. 8" MIN.

(2) #5 CONT. BARS T&B

SEE DETAIL 19/S-300 FOR BASE PLATE

1" ALLOWANCE FOR SHIM & GROUT

NOTE: (E) FOOTING DIMENSIONS T.B.V.

1' - 4"

T.B

.V.

NEW WALL -SEE ARCH


(E) 2x JOIST @ 2'-0" O.C.

SIMPSON H4 UPLIFT CLIP

(E) TRUSS

1' - 0"

1000T350-54 @ TOP OF WALL - SCREW TRACK TO UNDERSIDE OF JOIST W/ (2) #10 WOOD SCREWS - TYP @ EA JOIST

10" CF GIRT

2' - 11 1/4" ±

3/4" SHEATHING

RIGID INSULATION

SINGLE PLY ROOFING

ATTACH NEW 2X TO (E) JOIST W/ 16d NAILS @ 6" O.C.

BACK SPAN NEW MEMBER 4'-0" MIN.

SEE ARCH FOR FINISHES & FASCIA

GLULAM BEAM

(2) 3/4"Ø ASTM A307 THRU BOLTS

1' -

6"

INSTALL 3/4" SHIM @ EA SIDE OF (E) TRUSS @ CONNECTION TO ACCOMMODATE DIFFERING WIDTHS

(6) 1/2"x5" LAG SCREWS @ POST - TYP EA SIDE

10"

8"

8x12 POST

INSTALL 1/2" SHIM @ EA SIDE OF BEAM @ CONNECTION TO ACCOMMODATE DIFFERING WIDTHS

(E) TOP CHORD OF TRUSS

(E) WOOD JOISTS NEW 2x WOOD JOISTS

1"

3"

3"

3" 3"

4"

1"

6"

1" 4" 1"

CENTER PL ON NEW POST

1/4"x6"x1'-6" PL (EA SIDE)

NOTE:1. SHORE EXISTING STRUCTURE DURING

CONSTRUCTION.2. FIELD VERIFY ALL CONDITIONS PRIOR TO

FABRICATION. 3. SEE 4&15/S-300 FOR BALANCE OF INFORMATION.

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

PR

OJE

CT

DE

SC

RIP

TIO

N



Office:


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DETAILS

S-300

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10/1/2019

3/4" = 1'-0"3

TRUSS REPLACEMENT DETAIL1/4" = 1'-0"

4TYP. TRUSS REPLACEMENT DETAIL

3/4" = 1'-0"5

TYP ROOF REPAIR @ EXTERIOR MASONRY WALL

3/4" = 1'-0"6

TYP ROOF CONNETION @ LOW ROOF3/4" = 1'-0"

7TYP ROOF REPAIR DETAIL @ CONCRETE BEAM

3/4" = 1'-0"8

TOP WALL CONNECTION @ CONC. WALL3/4" = 1'-0"

9TYP CONCRETE REPAIR

3/4" = 1'-0"10

TYP. REBAR REPAIR

5

3/4" = 1'-0"12

GIRT ANCHOR DETAIL @ CONC. COLUMN

3/4" = 1'-0"11

TYP ROOF CONNECTION @ HIGH ROOF

3/4" = 1'-0"13

WALL CONNECTION @ (E) MASONRY WALL1/2" = 1'-0"

14NEW WALL @ (E) MASONRY WALL

1/4" = 1'-0"15

TYP. TRUSS REPLACEMENT DETAIL3/4" = 1'-0"

16TYP. WALL CONNECTION @ (E) CONC. WALL

1 1/2" = 1'-0"18

PLAN @ GIRT/COLUMN CONNECTION

3/4" = 1'-0"2

TYP INTERIOR SLAB REPAIR

1 1/2" = 1'-0"19

TYP. CHANNEL BASE PLATE



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3/4" = 1'-0"1

TYP FOOTING AT NEW EXTERIOR WALL

3/4" = 1'-0"20

COL. FOOTING DETAIL1/2" = 1'-0"

17TOP WALL CONNECTION @ WOOD TRUSS

3/4" = 1'-0"21

TYP. TOP OF TRUSS CONNECTION.


F.V. (E) WINDOW SUPPORT

6" CF STUDS @ 24" O.C.

CORRUGATED POLYCARBONATE SIDING (SEE ARCH)

6"CF TRACK @ TOP & BOTTOM OF STUDS

1/2"Ø HILTI KWIK BOLT TZ EXPANSION ANCHOR @ 2'-0" O.C. INTO (E) CONC.

F.V. (E) CONC. WALL THICKNESS

SCREW BOTTOM TRACK TO (E) STRUCTURE, F.V.

ATTACH METAL SIDING PER MANUFACTURER REQ. F

.V. (E

) O

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' - 0

" ±

10" BACK TO BACK GIRT @ 6'-0" O.C. - TYP

STOP GIRTS @ NEW OPENING & RE-FRAME W/ (2) 600S200-54 STUDS @ JAMBS - TYP END OF ALL NEW OPENINGS

10" BACK-TO-BACK GIRTS @ 4'-0" O.C.

INSTALL 600S200-54 BOX HEADER LLH @ TOP OF OPENING

(E) CONC. SLAB

STOP CONT. ANGLE @ OPENING

CONNECT GIRTS TO STUDS W/ 12GA BENT PL & (8) #12 SCREWS (4 PER LEG) - TYP

CONNECT TOP OF STUDS TO GIRT FLANGE W/ 12GA BENT PL & (8) #12 SCREWS (4 PER LEG) - TYP

MAX4"

(E) STRUCTURE

(E) CONC. ATTACH TRACK TO (E) STRUCTURE, F.V. STRUCTURE

6" CF STUD @ (E) CONC.

ATTACH STUD TO CONC. W/ 1/2"Ø HILTI KWIK BOLT TZ EXPANSION ANCHOR @ 2'-0" O.C.

T.B

.V.

24

' - 6

" ±

(E) WOOD JOIST

(E) MASONRY WALL

CONT. DOUBLE 2x @ SHORE CONNECTION TO WALL

PROVIDE POSITIVE ATTACHMENT TO WALL AS REQ. - TYP. (REPAIR HOLES AFTER SHORING REMOVAL)

GENERAL SHORING POST EA SIDE @ 4'-0" O.C. - TYP.

(4) CONC. ANCHORS. REPAIR HOLES IN CONC. TO REMAIN AFTER REMOVING SHORING (TYP. EA POST)

BASE PLATE

(E) EXT. CONC. (E) SLAB ON GRADE

NOTE: FINAL SHORING DESIGN TO BE COMPLETED BY CONTRACTOR. SUBMITTED SHORING DETAILS TO BE SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER.

LEVEL 1100' - 0"

HILTI X-U SHOT PINS @ 6" O.C. (TYP.)

600S162-54 CF STUDS @ 16" O.C.

(E) WINDOW TO REMAIN (SHORE AS REQ. BEFORE CONSTRUCTION)

C15x33.9

W12x26

2x2x1/8x2" LG BENT PL @ 12" O.C. (TYP)

(2) #12 SCREWS @ 12" O.C. (TYP)

6" DEFLECTION TRACK

(2) SHOT PIN OR SCREW TO TRACK @ 6" O.C.

(E) CONC. SLAB

F.V. ELEVATION

1/4 2-12TYP. EA SIDE

1/8 1 1/2"TYP. EA PL

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

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Office:


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DETAILS

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10/1/2019

1/2" = 1'-0"1

INFILL WALL @ (E) WINDOW1/2" = 1'-0"

2TYP. OPENING IN METAL GIRT WALL

3/4" = 1'-0"3

TYP. TOP OF TRUSS CONNECTION.



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Structural Engineer

1/4" = 1'-0"4

TYP SHORING DETAIL

3/4" = 1'-0"5

INFILL WALL @ (E) OPENING


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