Issue Date:
Project Number:
LIST OF DRAWINGS CODE SUMMARY LOCATION PLAN
Project
Owner:
Professional Seal:
PROJECT:
OWNER:
Pro
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Nu
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Clie
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Nam
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Pro
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Nam
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Date
:
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
f
48,000 SF
Unoccupied
F or S Occupancy
1/2
2/2
02
0 2
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1/22/2020
18256
America's Central Port
Building 203
1/22
/202
0B
uild
ing
203
Am
eric
a's
Cen
tral
Por
t18
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 NUMBERSHEET NUMBER
DETAIL REFERENCE
DETAIL NUMBERSHEET NUMBER
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
2 HOUR FIRE RATED PARTITION
3 HOUR FIRE RATED PARTITION
4 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
OJE
CT
DE
SC
RIP
TIO
N
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.
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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18256
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General Information
A001
Ph
ase
1 B
uild
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Re
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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
No. Description Date
1 EDA Review 1/22/2020
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
OJE
CT
DE
SC
RIP
TIO
N
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.
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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18256
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Demolition Site Plan
D100
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
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ID N
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be
r: C
01
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6-7
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61
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03
1/22/2020
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
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.
No. Description Date
1 EDA Review 1/22/2020
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
DEMOLITION - GENERAL NOTES
DEMOLITION - 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
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.
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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18256
BE
Demolition Plan (Part A)
D101
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
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era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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 1/8" = 1'-0"D101
1 Level 1 Demolition Plan (Part A)
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
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.
D049 DEMOLISH EXISTING CURB AND FOUNDATION AT AREA DENOTED. (ADD ALTERNATE #2).
No. Description Date
1 EDA Review 1/22/2020
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" +/-
DEMOLITION - GENERAL NOTES
DEMOLITION - 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
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.
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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18256
BE
Demolition Plan (Part B)
D102
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
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era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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 1/8" = 1'-0"D102
1 Level 1 Demolition Plan (Part B)
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
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.
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.
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.)
D049 DEMOLISH EXISTING CURB AND FOUNDATION AT AREA DENOTED. (ADD ALTERNATE #2).
No. Description Date
1 EDA Review 1/22/2020
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B
C
D
A
D002D002D002D002 D002D002D002D002
D002D002D002D002
DEMOLITION - GENERAL NOTES
DEMOLITION - 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
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.
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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18256
Author
Demolition Roof Plan
D103
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
ed
era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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
1/16" = 1'-0"D103
1 Level 2 Demolition Roof Plan
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
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.
No. Description Date
1 EDA Review 1/22/2020
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
Project Number:
Drawn By:
Issue Date:
Sheet Number:
Sheet Title:
Project Title:
Professional Seal:
Project Team:
PR
OJE
CT
DE
SC
RIP
TIO
N
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.
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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18256
BE
Demolition Elevations
D201
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
ed
era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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
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.
D013 REMOVE EXISTING WINDOWS, STOREFRONT, GARAGE DOORS, AND/OR CURTAIN WALL. (RESULTING OPENING WILLRECEIVE TEMPORARY CORRUGATED METAL PANEL INFILL OR CORRUGATED TRANSLUCENT POLYISOCYANURATESIDING/CLADDING.)
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.
D032 EXISTING SLIDING STEEL DOORS WITH LITES TO REMAIN. REMOVE GLASS FROM LITES. BOARD UP LITES. SECURE/LOCKDOOR IN CLOSED POSITION.
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.
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.
D046 REMOVE EXISTING WINDOW, STOREFRONT, GARAGAE DOOR, AND/OR CURTAIN WALL. (RESULTING OPENING WILLRECEIVE TEMPORARY TRANSLUCENT POLYCARBONATE SIDING INFILL.)
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.
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
No. Description Date
1 EDA Review 1/22/2020
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:
Issue Date:
Sheet Number:
Sheet Title:
Project Title:
Professional Seal:
Project Team:
PR
OJE
CT
DE
SC
RIP
TIO
N
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.
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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18256
BE
Demolition Elevations
D202
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
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l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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
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
D013 REMOVE EXISTING WINDOWS, STOREFRONT, GARAGE DOORS, AND/OR CURTAIN WALL. (RESULTING OPENING WILLRECEIVE TEMPORARY CORRUGATED METAL PANEL INFILL OR CORRUGATED TRANSLUCENT POLYISOCYANURATESIDING/CLADDING.)
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.
D032 EXISTING SLIDING STEEL DOORS WITH LITES TO REMAIN. REMOVE GLASS FROM LITES. BOARD UP LITES. SECURE/LOCKDOOR 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.
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.
D046 REMOVE EXISTING WINDOW, STOREFRONT, GARAGAE DOOR, AND/OR CURTAIN WALL. (RESULTING OPENING WILLRECEIVE TEMPORARY TRANSLUCENT POLYCARBONATE SIDING INFILL.)
D049 DEMOLISH EXISTING CURB AND FOUNDATION AT AREA DENOTED. (ADD ALTERNATE #2).
D050 EXISTING CLERESTORY/ROOF MONITOR GLAZING AND FRAMES TO REMAIN IN PLACE. REMOVE ANY BROKEN PANES OFGLASS AND BOARD UP.
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
No. Description Date
1 EDA Review 1/22/2020
1 2 3 4 5 6 7 8
B
C
D
A
2
D202
2
D201
D013D013
D013
D013
D013D013
DEMOLITION - GENERAL NOTES
DEMOLITION - 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
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.
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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18256
BE
Demolition ReflectedCeiling Plan (Part A)
D301
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
ed
era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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
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.
1/8" = 1'-0"D301
1 Level 1 Demolition Reflected Ceiling 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.)
No. Description Date
1 EDA Review 1/22/2020
DEMOLITION - GENERAL NOTES
DEMOLITION - KEYED NOTES
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:
Drawn By:
Issue Date:
Sheet Number:
Sheet Title:
Project Title:
Professional Seal:
Project Team:
PR
OJE
CT
DE
SC
RIP
TIO
N
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.
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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C:\
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18256
BE
Demolition ReflectedCeiling Plan (Part B)
D302
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
ed
era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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
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.
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.
D013 REMOVE EXISTING WINDOWS, STOREFRONT, GARAGE DOORS, AND/OR CURTAIN WALL. (RESULTING OPENING WILLRECEIVE TEMPORARY CORRUGATED METAL PANEL INFILL OR CORRUGATED TRANSLUCENT POLYISOCYANURATESIDING/CLADDING.)
D044 EXISTING INTERIOR PARTITION TO REMAIN IN PLACE.
D046 REMOVE EXISTING WINDOW, STOREFRONT, GARAGAE DOOR, AND/OR CURTAIN WALL. (RESULTING OPENING WILLRECEIVE TEMPORARY TRANSLUCENT POLYCARBONATE SIDING INFILL.)
D047 DEMOLISH EXISTING CATWALK AND ACCOMPANYING STAIRS/RAILINGS.
No. Description Date
1 EDA Review 1/22/2020
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
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:
Drawn By:
Issue Date:
Sheet Number:
Sheet Title:
Project Title:
Professional Seal:
Project Team:
PR
OJE
CT
DE
SC
RIP
TIO
N
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.
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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18256
BE
Site Plan
A100
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
ed
era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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
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.
No. Description Date
1 EDA Review 1/22/2020
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
N
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.
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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1
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2/2
02
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C:\
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rs\b
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on
.eve
rsg
erd
@t h
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nce
gro
up
.co
m.r
vt
18256
BE
First Floor Plan (Part A) /Door Schedule
A101
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
ed
era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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 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.
No. Description Date
1 EDA Review 1/22/2020
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
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.
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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C:\
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L\1
82
56
_A
me
rica's
Cen
tra
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ort
20
20
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en
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_bra
nd
on
.eve
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@t h
ela
wre
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gro
up
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m.r
vt
18256
BE
First Floor Plan (Part B)
A102
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
ed
era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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 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.
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.
No. Description Date
1 EDA Review 1/22/2020
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
N
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.
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
pf
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1/2
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:00
PM
C:\
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82
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_A
me
rica's
Cen
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tral_
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.eve
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@t h
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gro
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vt
18256
BE
Roof Plan
A103
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
ed
era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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
North
BUILDING 203
1/16" = 1'-0"A103
1 Level 2 New Roof Plan Overall
202 PREFINISHED METAL COPING.
214 NEW PREFINISHED METAL GUTTER.
No. Description Date
1 EDA Review 1/22/2020
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
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.
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
pf
1
2
3
4
5
F E D C AB
F E D C AB
1/2
2/2
02
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:02
PM
C:\
Use
rs\b
eve
rsg
erd
\Do
cu
men
ts\B
IMLO
CA
L\1
82
56
_A
me
rica's
Cen
tra
l P
ort
20
20
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en
tral_
v18
_bra
nd
on
.eve
rsg
erd
@t h
ela
wre
nce
gro
up
.co
m.r
vt
18256
BE
Exterior Elevations
A201
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
ed
era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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
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.
214 NEW PREFINISHED METAL GUTTER.
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.
225 NEW CORRUGATED METAL SIDING/CLADDING ON 6" VERTICAL STEEL STUDS @ 2'-0" O.C. TYPICAL. REFER TO PARTITIONTYPE CM2 DETAIL BELOW FOR MORE INFORMATION.
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.
No. Description Date
1 EDA Review 1/22/2020
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
TIO
N
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.
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
pf
1
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1/2
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PM
C:\
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rs\b
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\Do
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82
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_A
me
rica's
Cen
tra
l P
ort
20
20
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en
tral_
v18
_bra
nd
on
.eve
rsg
erd
@t h
ela
wre
nce
gro
up
.co
m.r
vt
18256
BE
Exterior Elevations
A202
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
ed
era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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
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.
214 NEW PREFINISHED METAL GUTTER.
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.
219 NEW PREFINISHED METAL COPING.
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).
224 EXISTING CLERESTORY/ROOF MONITOR GLAZING AND FRAMES TO REMAIN IN PLACE. REMOVE ANY BROKEN PANES OFGLASS AND BOARD UP.
225 NEW CORRUGATED METAL SIDING/CLADDING ON 6" VERTICAL STEEL STUDS @ 2'-0" O.C. TYPICAL. REFER TO PARTITIONTYPE CM2 DETAIL BELOW FOR MORE INFORMATION.
No. Description Date
1 EDA Review 1/22/2020
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
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.
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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1
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PM
C:\
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rs\b
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\Do
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_A
me
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Cen
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20
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on
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@t h
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wre
nce
gro
up
.co
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18256
BE
Level 1 Reflected CeilingPlan (Part A)
A301
Ph
ase
1 B
uild
ing
Re
hab
ilita
tio
nP
roje
ct
ID N
um
be
r: C
01
22
CF
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era
l G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Bu
ildin
g 2
03
1/22/2020
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 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.
No. Description Date
1 EDA Review 1/22/2020
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
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.
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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18256
BE
Level 1 Reflected CeilingPlan (Part B)
A302
Ph
ase
1 B
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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
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.
No. Description Date
1 EDA Review 1/22/2020
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
Project Number:
Drawn By:
Issue Date:
Sheet Number:
Sheet Title:
Project Title:
Professional Seal:
Project Team:
PR
OJE
CT
DE
SC
RIP
TIO
N
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.
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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18256
BE
Building Sections
A400
Ph
ase
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
Horner & Shifrin401 S. 18th Street, Suite 400St. Louis, MO 63108314.531.4321Consultant 1 Fax
StructuralEngineer
Suite 1000
LG
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
404 NEW PREFINISHED METAL COPING.
405 EXISTING CLERESTORY/ROOF MONITOR GLAZING AND FRAMES TO REMAIN IN PLACE. REMOVE ANY BROKEN PANES OFGLASS AND BOARD UP.
North
BUILDING 203
No. Description Date
1 EDA Review 1/22/2020
Level 1
100' - 0"
Upper Roof
141' - 1"
BA
Lower Roof
125' - 9"
403
403
402
A700
3 A700
1
A700
2
A700
3
A700
4
404 401
402
405
BEYOND
SECTION - GENERAL NOTES
SECTION - 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
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.
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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18256
Author
Building Section
A401
Ph
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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
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
404 NEW PREFINISHED METAL COPING.
405 EXISTING CLERESTORY/ROOF MONITOR GLAZING AND FRAMES TO REMAIN IN PLACE. REMOVE ANY BROKEN PANES OFGLASS AND BOARD UP.
1/4" = 1'-0"A401
1 Transverse Section Looking East @ Grid Line 8
North
BUILDING 203
No. Description Date
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
.
3/4" EXTERIOR GRADE PLYWOOD SHEATHING ROOF DECKING ON 2X ROOF JOISTS.
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.
3/4" EXTERIOR GRADE PLYWOOD SHEATHING ROOF DECKING ON 2X ROOF JOISTS.
COUNTER FLASHING
TERMINATIONBAR
PARAPET COPING
AD
HE
SIV
E N
OT
RE
Q'D
<1
2"
(30
5m
m)
BO
ND
ING
AD
HE
SIV
E N
OT
RE
Q'D
<1
8"
(45
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:
Drawn By:
Issue Date:
Sheet Number:
Sheet Title:
Project Title:
Professional Seal:
Project Team:
PR
OJE
CT
DE
SC
RIP
TIO
N
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.
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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18256
BE
Exterior Details
A700
Ph
ase
1 B
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Re
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1/22/2020
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
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
No. Description Date
1 EDA Review 1/22/2020
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:
Drawn By:
Issue Date:
Sheet Number:
Sheet Title:
Project Title:
Professional Seal:
Project Team:
PR
OJE
CT
DE
SC
RIP
TIO
N
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.
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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GENERALSTRUCTURAL NOTES
S-001
Bu
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10/1/2019
STRUCTURAL GENERAL NOTES
1
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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6-7
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61
08
Structural Engineer
No. Description Date
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B
C
D
A
1
S-200
3
S-200
50
' - 8
"5
2' -
8"
51
' - 2
"9
' - 6
"
16
6' -
0"
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
336' - 0"
CRANE STEEL COL. - TYP
(E) 12X12WOOD COL. - TYP
(E) 12X12WOOD COL. - TYP
(E) STEEL COL. (E) STEEL COL. (E) STEEL COL.
CRANE STEEL COL. - TYP
CRANE STEEL COL. - TYP
(E) CONC. COL.
(E) FOUNDATION WALL TO BE ABANDONED
1
S-300
SIM.
(E) CONCRETE SLAB ON GRADE
(E) CONCRETE SLAB ON GRADE
4
S-200
TYP.
(E) LOAD BEARING WALL TO REMAIN
(E) CONC. COL.
SEE DEMO PLANS FOR AREAS BEING DEMOED
1
S-300
(E) COL. FOOTING T.B.V.
20
S-300
24
' - 1
0"
±2
3' -
1"
±
C12X30
F398'-6"
5
S-301
INFILL (E) OPENING W/ 600S162-54 CF METAL STUDS @ 16" O.C. & CORRUGATED SIDING (SEE ARCH)
3
S-301
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):
Project Number:
Drawn By:
Issue Date:
Sheet Number:
Sheet Title:
Project Title:
Professional Seal:
Project Team:
PR
OJE
CT
DE
SC
RIP
TIO
N
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.
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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FOUNDATION PLAN
S-100
Bu
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10/1/2019
3/32" = 1'-0"1
FOUNDATION PLAN
2
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
Ph
ase
1 B
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ID N
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08
Structural Engineer
No. Description Date
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B
C
D
A
CRANE STEEL COL. - TYP
50
' - 8
"5
2' -
8"
51
' - 2
"
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
336' - 0"
72' - 0"
(E) 12X12WOOD COL. - TYP
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
(E)
MA
SO
NR
Y W
ALL
(E)
MA
SO
NR
Y W
ALL
(E)
CO
NC
RE
TE
BE
AM
-
TY
P
(E) CONCRETE BEAM - TYP
(E) CONCRETE BEAM - TYP
(E) CONCRETE BEAM - TYP
@2x12 2' - 0"
@2x12 2' - 0"
@2x12 2' - 0"
@2x12 2' - 0"
@2x12 2' - 0"
@2x12 2' - 0"
(E) 12X12WOOD COL. - TYP
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
(E) CONCRETE BEAM - TYP
(E) CONCRETE BEAM - TYP
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)
BRG ELEV = TO MATCH (E)
BRG ELEV = TO MATCH (E)
BRG ELEV = TO MATCH (E)
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
SC
RIP
TIO
N
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.
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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FRAMING PLAN
S-102
Bu
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03
10/1/2019
3/32" = 1'-0"1
ROOF FRAMING PLAN
3
Structural Engineer
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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No. Description Date
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
BOTTOM OF LOWERCONC. BEAM
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
BOTTOM OF LOWERCONC. BEAM
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
"
BOTTOM OF LOWERCONC. BEAM
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
OJE
CT
DE
SC
RIP
TIO
N
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.
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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F E D C AB
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Author
SECTIONS
S-200
Bu
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03
10/1/2019
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
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
4
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6-7
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61
08
Structural Engineer
No. Description Date
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" ±
INSTALL 2X BLOCKING @ EA SPACE
3/4" SHEATHING
SINGLE PLY ROOFING
SIMPSON H4 HURRICANE CLIP
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
INSTALL 2X BLOCKING @ EA SPACE
3/4" SHEATHING
RIGID INSULATION (E) 2x JOIST @ 2'-0" O.C.
SIMPSON H4 HURRICANE CLIP
(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
INSTALL 2X BLOCKING @ EA SPACE
(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
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.
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
pf
1
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F E D C AB
F E D C AB
1 EDA REVIEW 1/22/2019
1/2
2/2
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PM
C:\
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rs\r
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1820400
RMR
DETAILS
S-300
Bu
ildin
g 2
03
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
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
Ph
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1 B
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P
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ID N
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01
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r: 0
6-7
9-0
61
08
Structural Engineer
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.
No. Description Date
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
PE
NIN
G
11
' - 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:
PR
OJE
CT
DE
SC
RIP
TIO
N
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.
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
pf
1
2
3
4
5
F E D C AB
F E D C AB
1 EDA REVIEW 1/22/2019
1/2
2/2
02
0 4
:11
:51
PM
C:\
Use
rs\r
mre
ifel\D
ocu
me
nts
\18
20
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0-A
CP
BLD
G 2
03
_v1
8_rm
reife
l.rv
t
1820400
Author
DETAILS
S-301
Bu
ildin
g 2
03
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.
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
Ph
ase
1 B
uild
ing
Re
ha
bili
tatio
n
P
roje
ct
ID N
um
be
r: C
01
22
C
Fe
de
ral G
ran
t N
um
be
r: 0
6-7
9-0
61
08
Structural Engineer
1/4" = 1'-0"4
TYP SHORING DETAIL
3/4" = 1'-0"5
INFILL WALL @ (E) OPENING
No. Description Date