HomeMy WebLinkAboutaddendum 3_with attachments - BP #4 (revised 12.16.19)Page 1 of 1
ADDENDUM NO. 3
FRANCISCAN ORTHOPEDIC CENTER OF EXCELLENCE
BID PACKAGE NO. 4 - GARAGE/BRIDGE STRUCTURAL PACKAGE
MSKTD Project No. 7382
December 12, 2019
This addendum is issued as a supplement to the drawings and specifications and shall be considered an
integral part of the same.
ITEM LOCATION DESCRIPTION
3.1 WGI See attached Addendum #3 items from WGI.
Respectfully submitted,
MSKTD & ASSOCIATES, INC.
D. Nicholas Slater, Architect
DNS/lw
Attachments:
Addendum #3 from WGI
cc:Martin Roesli (Martin.Roesli@tonnandblank.com)
Mark Rogers (mark.rogers@tonnandblank.com)
Daryl Humble (daryl.r.humble@imegcorp.com)
Susan Smith (Susan.K.Smith@imegcorp.com)
Jaclyn Hensel (jhensel@cripe.biz)
Alyssa Prazeau (aprazeau@context-design.com)
Doug Gannon (Doug.Gannon@wginc.com)
JD Taylor (jdtaylor@cesolutionsinc.com)
DNS/RJH/File
ARCHITECTURE ENGINEERING INTERIOR DESIGN
1715 MAGNAVOX WAY, FORT WAYNE, INDIANA 46804 PH. 260-432-9337
930 NORTH MERIDIAN, INDIANAPOLIS, INDIANA 46204 PH. 317-917-1190 WWW.MSKTD.COM
BP4 ADDENDUM-3
Project: Franciscan Orthopedic Center of Excellence
Location: Carmel, Indiana
WGI Project #: 23183655.00
Owner: Franciscan Health, Inc.
Contractor: Tonn and Blank Construction
The Contractor is hereby directed to make the change(s) to the Contract Documents as described herein.
GENERAL DESCRIPTION:Updated structural drawings.
PERTAINING TO SPECIFICATIONS
No Changes
PERTAINING TO DRAWINGS
ITEM # D1:Replace Drawing AP101, LEVEL 1 PLAN – ARCHITECTURAL PARKING
∂ Revised rooms below ramp as indicated.
ITEM # D2:Replace Drawing S-101, LEVEL 1 PLAN - STRUCTURAL
∂ Revise Revised rooms below ramp as indicated.
ITEM # D3:Replace Drawing S-201, BUILDING ELEVATIONS - STRUCTURAL
∂ Revised bottom of steel channels and removed lowest WT connections at detail
3/S-201 West Framing Elevation - Structural.
ITEM # D4:Replace Drawing S-401, ENLARGED SOUTH TOWER PLANS - STRUCTURAL
∂ Revised details 2-4 for stair layout, removed window openings and revised door
location in wall on grid P4.4 and revised opening locations in wall on grid PE.
ITEM # D5:Replace Drawing S-402, ENLARGED SOUTH TOWER PLANS - STRUCTURAL
∂ Revised detail 1 for stair layout, removed window openings and revised door location
in wall on grid P4.4 and revised opening locations in wall on grid PE.
ITEM # D6:Replace Drawing S-421, ENLARGED PLANS – STRUCTURAL
∂ Revised rooms below ramp as indicated.
ITEM # D7:Replace Drawing S-522, PCC FRAMING DETAILS – STRUCTURAL
∂ Revised rooms below ramp as indicated.
FE FESTOPSTOPP1
PD
PC
PB
PA
PA.3
PA.2
P2 P3 P4 P5 P6 P7 P8P7.8P1.2 P4.4
PE
11'-3"34'-0"48'-0"36'-0"14'-11"12'-6"8'-7"6'-0"30'-0"48'-0"35'-0"11'-3"1'-0"
36'-0"36'-0"45'-3"46'-3"57'-9 1/2"P1-A
P2-A
V15-BV15-BP3-A
P1-A
P1-A
P1-A
P1-A
P1-AP6-BP7-BV11-BP5-BP7-BV10-BP4-BV18-BP6-BV20-BV11-BP7-BP6-BP5-BP6-C P5-CV16-BV14-CV4-C
V12-BV14-C
R4-A
R4-A
R4-A
R4-A
R4-A
R4-A
R4-A
R1-D R2-A R1-DR2-DR1-DR1-D R1-AR1-D R2-A
V8-C
R1-A
V14-CV4-C
V5-C
E2-F
E4-E
E1-F
E3-E
E2-F
E4-E
E1-F
E3-EV8-BV13-C
V17-C
R4-A
R7-A R7-A R7-A R7-A R7-A R7-A
R6-DR7-DR7-DR7-DR7-DR7-A
R7-DR7-D
R7-AR5-A
R3-A
R8-A
R8-AR9-AIT/DATA
ELECTRICAL
MAINTENANCE
BIKE
ROOM B3-AB4-AB5-AB6-AR1-D R1-D
AP401
1
AP401
5
R6-A
P4.8
SIGN LOCATED
ABOVE R4 SIGN
SIGN LOCATED
ABOVE R4 SIGN
SIGN LOCATED
ABOVE R4 SIGN
R1-D R1-DR1-D R1-AR1-D
REFER TO NOTE 2, TYP
REFER TO NOTE 2, TYP
REFER TO NOTE 3, TYP
REFER TO
NOTE 3, TYPREFER TO NOTE 4, TYP
REFER TO NOTE 4, TYP
REFER TO NOTE 5, TYP
REFER TO NOTE 6, TYP
REFER TO NOTE 6, TYP
SIGN LOCATED
ABOVE R4 SIGN
P5.2 P7.1
REFER TO NOTE 7, TYP
V19-C
V8-C
SIGN LOCATED
ABOVE R4 SIGN
R8-A1'-10"8'-0"
REFER TO AP102 FOR CONTINUATION
(22) SPACES @ 9'-0" = 198'-0"
3'-6"
5'-6"8'-0"
REFER TO AP102 FOR CONTINUATION
(21) SPACES @ 9'-0" = 189'-0"
9'-0" TYP
18'-0" TYP9'-0" TYP 18'-0" TYP(4) SPACES @ 9'-0" = 36'-0"8'-0"1'-10"
3'-6"
(3) SPACES @ 9'-0" = 27'-0"8'-0"1'-10"
3'-6"(13) SPACES @ 9'-4" = 121'-4"18'-0" TYP
9'-0" TYP7
5°
(26) SPACES @ 9'-4" = 242'-8"4'-10"9'-0"9'-0"5'-7"18'-0" TYP9 '-0 " T Y P75°12'-6"12'-6"17'-0"11'-1"7'-5"(21) SPACES @ 9'-4" = 196'-0"8'-3"6'-4"
5'-4"18'-0" TYP9'-0" TYP
7
5
°(8) SPACES @ 9'-0" = 72'-0"(4) SPACES @ 9'-4" = 37'-4"4'-10"9'-0"9'-0"5'-6"18'-0" TYP9'-0" TYP7
5°9'-0" TYP18'-0" TYP
12'-0"12'-0"
1'-0"
R
5' - 0
"R 5' - 0"10'-3"8'-3"(20) SPACES @ 9'-4" = 186'-8"7'-5"2'-9"10'-3"8'-3"8'-3"5'-2"8'-3"8'-3"5'-2"8'-3"8'-3"8'-3"8'-3"8'-3"13'-6"8'-3"8'-3"8'-3"8'-3"8'-3"4'-2"9'-3"8'-3"5'-2"8'-3"8'-3"5'-2"8'-3"18'-0" TYP75°18'-0" TYP9'-0" TYP
7
5
°EQEQUP DN
3'-6"1'-10"2'-9"B2-H
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
EQ EQ EQ EQ EQ
2 1/2"REFER TO NOTE 8, TYP
18'-8"5'-6"5'-6"5'-6"5'-6"2'-1 1/2"R8-HR9-HR5-A
18'-0"12'-9 1/2"18'-0"180'-9"20'-0"1'-2 1/2"57'-9 1/2"62'-0"37'-0"6'-4"14'-5 1/2"1'-11 1/2"297'-6"V20-BV20-BV20-BV10-BV20-C
V20-C
V21-AV21-AV21-AV21-ASIGN LOCATED
ABOVE R4 SIGNV9-BV9-BV20-BV20-BSP SP
SPACE TABULATION
LEVEL STANDARD COMPACT ADA ADA VAN TOTAL
4 144 9 0 0 153
3 158 9 8 2 177
2 158 9 8 2 177
1 132 8 14 3 157
TOTAL 592 35 30 7 664
XXX-X
SP
SHEET NOTES:
NO SYMB NOTE
1 REPRESENTS PLAN MATCH LINE.
2
PARKING SPACE STRIPING TO BE 4" WIDE TRAFFIC YELLOW OR WHITE STRIPING,
REFER TO STRIPING KEY PLANS ON SHEET AP501. WHITE PARKING SPACE
STRIPING INDICATES VISITOR SPACES AND YELLOW PARKING SPACE STRIPING
INDICATES EMPLOYEE. SINGLE LINE CONFIGURATION WILL BE USED FOR ALL
PARKING SPACE STRIPING. ALSO REFER TO SHEET AP501 FOR ADDITIONAL
STRIPING INFORMATION.
3
CROSS HATCH STRIPING TO BE 4" WIDE TRAFFIC YELLOW STRIPING AT 24" OC
WITH BACK-ROLLED SLIP-RESISTANT ADDITIVE AS SHOWN IN PLANS, REFER TO
SHEET AP501 FOR ADDITIONAL INFORMATION.
4
DIRECTIONAL ARROWS TO BE PAINTED TRAFFIC YELLOW WITH BACK-ROLLED
SLIP-RESISTANT ADDITIVE AS SHOWN ON PLANS, REFER TO SHEET AP501 FOR
ADDITIONAL INFORMATION.
5
PAVEMENT GRAPHICS TO BE PAINTED AS SHOWN ON PLANS WITH BACK-ROLLED
SLIP-RESISTANT ADDITIVE, REFER TO SHEET AP501 FOR ADDITIONAL
INFORMATION.
6
REPRESENTS SIGN MARK AS DEFINED ON SIGN LEGEND. THE LETTER AFTER THE
DASH (-) REPRESENTS THE MOUNTING DETAIL, REFER TO SIGN MOUNTING
LEGEND. SIGN TO BE PLACED APPROXIMATELY AS SHOWN ON PLANS. REFER TO
DETAIL 11/AP521 FOR ADDITIONAL INFORMATION.
7 REPRESENTS A PRECAST BOLLARD, REFER TO 14/S-551.
8 REPRESENTS A STEEL BOLLARD, REFER TO 15/S-551.
9 ALL SIGNS LOCATED AT ENTRY/EXIT SHALL BE CENTERED IN LANES, TYPICAL.
10
UNDERSIDE OF ALL CONCRETE FLOOR SLABS SHALL RECIEVE WHITE CONCRETE
STAIN. AREA TO INCLUDE ALL BEAM & GIRDER SIDES & BOTTOM AS WELL AS
COLUMN SURFACE DOWN TO THE LOWEST BEAM OR GIRDER DEPTH. REFER TO
SPEC SECTION 09 91 00 FOR ADDITIONAL INFORMATION.
11
INDICATES STAND PIPE. ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND
MECHANCIAL SYSTEMS SHALL BE PROTECTED BY STEEL PIPE GUARDS, REFER
TO DETAILS 8 & 9/S-551. REFER TO MECH. DRAWINGS FOR PIPE LOCATIONS.
SIGN LEGEND
ENTRY-EXIT SIGNS DET NO.SPEC TYPE
E1 ENTER 7/AP521 E
E2 EXIT 7/AP521 E
E3 8'-2" CLEARANCE 8'-2" 12/AP511 D
E4 (DNE) DO NOT ENTER (DNE) 13/AP511 D
VEHICULAR SIGNS DET NO.SPEC TYPE
V1 (NL) | Park → 1/AP512 A
V2 (NL) | Exit → 2/AP512 A
V3 Park → | Exit → 3/AP512 A
V4 ↑ Exit 4/AP512 A
V5 ↑ Park → 5/AP512 A
V6 ↑ Park 6/AP512 A
V7 Exit → 7/AP512 A
V8 (DNE) DO NOT ENTER (DNE) 8/AP512 A
V9 ↓ Two Way Traffic ↑ 9/AP512 A
V10 ↑ One Way Traffic ↑ 10/AP512 A
V11 Wrong Way 11/AP512 A
V12 (PED) CAUTION: Watch for Peds (PED) 12/AP512 A
V13 (NL) | Park ↑ 13/AP512 A
V14 ← Park 14/AP512 A
V15 ← Exit | (NR) 15/AP512 A
V16 ← Park | ← Exit 16/AP512 A
V17 Park → 17/AP512 A
V18 (ST) | ← Park | Exit → | (ST) 18/AP512 A
V19 ↑ (ADA) → 27/AP512 A
V20 Yellow Striping... 18/AP513 A
V21 Yellow Striping… 16/AP513 C
PEDESTRIAN SIGNS DET NO.SPEC TYPE
P1 Level X 23/AP512 C
P2 → Level Y | Level X ← 25/AP512 C
P3 ← Level Y | Level X → 26/AP512 C
P4 Stair 19/AP512 B
P5 To Hospital → 20/AP512 B
P6 ← To Hospital 21/AP512 B
P7 ↑ To Hospital 22/AP512 B
P8 Level X - Skywalk at Level 4 24/AP512 C
P9 ↑ Skywalk to Hospital ↑ 28/AP512 B
REGULATORY SIGNS DET NO.SPEC TYPE
R1 ADA 1/AP513 F
R2 ADA VAN 2/AP513 F
R3 No Parking 3/AP513 F
R4 Compact Space 4/AP513 C
R5 Reserved Parking → 5/AP513 C
R6 Reserved Parking ← 6/AP513 C
R7 Reserved Parking ←→ 7/AP513 C
R8 Caution: No Peds…in Lanes 8/AP513 C
R9 Live Load Sign 9/AP513 C
R10 Level Egress Sign - This Level… 10/AP513 C
R11 Level Egress Sign - Down… 11/AP513 C
R12 You are Here 12/AP513 G
R13 Stair (Graphic-Braille) 13/AP513 G
R14 Exit Stair (Graphic-Braille) 14/AP513 G
R15 In Case of Fire… 15/AP513 C
BUILDING SIGNS DET NO.SPEC TYPE
B1 Elevator (Braille) 19/AP513 G
B2 Bike Room (Braille) 19/AP513 SIM G
B3 IT/Data (Braille) 19/AP513 SIM G
B4 Electrical (Braille) 19/AP513 SIM G
B5 Mechanical (Braille) 19/AP513 SIM G
B6 Maintenance (Braille) 19/AP513 SIM G
SYMBOL LEGEND
DET NO.
(DNE)DO NOT ENTER 2/AP511
(NL) NO LEFT TURN 3/AP511
(NR) NO RIGHT TURN 4/AP511
(ST) STOP 5/AP511
(PED) PEDESTRIAN CROSSING 6/AP511
(ADA) ADA SYMBOL 7/AP511
SIGN MOUNTING LEGEND
DETAIL NO.
A WALL/COLUMN MOUNT 1/AP521
B TEE STEM MOUNT 2/AP521
C SWING FRAME MOUNT 3 & 4/AP521
D SPANDREL POST MOUNT 5/AP521
E CLEARANCE BAR 6/AP521
F ALUMINUM LETTERS 7/AP521
G LIGHT POLE MOUNT 8 & 9/AP521
H CHAIN LINK MOUNT 10/AP521
COLOR CHART
LEVEL SIGN BACKGROUND SIGN COPY
4 BLUE WHITE
3 GREEN WHITE
2 PURPLE WHITE
1 RED WHITE
SIGNAGE IS INCLUDED FOR INFORMATION
ONLY AND IS NOT PART OF THIS BID PACKAGE
True North
MOB HOSPITAL
B
SKYBRIDGE
PARKING
GARAGE
A
C
Architecture | Engineering | Interior Design
1715 Magnavox Way
Fort Wayne, IN 46804
260.432.9337
930 North Meridian
Indianapolis, IN 46204
317.917.1190
www.msktd.com
SHEET TITLE
SHEET NUMBER
SET DESCRIPTION
BP #4 - Garage / Bridge
Structural Package
PROJECT NO. DATE
MSKTD
& Associates
KEY PLAN
12/16/2019 12:54:25 PMLEVEL 1 PLAN -
ARCHITECTURAL PARKING
AP101 Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTUREEL 100'-3"
LEVEL 1
EL 111'-7"
LEVEL 2
EL 122'-11"
LEVEL 3
EL 134'-3"
LEVEL 4
ISOMETRIC VIEW
NORTH
1/16" = 1'-0"1 LEVEL 1 PLAN - ARCHITECTURAL PARKING
1
REV. DATE
1 BP4 ADDENDUM 3 12/11/2019
P1
PD
PC
PB
PA
PA.3
PA.2
P2 P3 P4 P5 P6 P7 P8P7.8P1.2 P4.4
PE
11'-3"34'-0"48'-0"36'-0"14'-11"12'-6"8'-7"6'-0"30'-0"48'-0"
1'-0"
34'-0"11'-3"1'-0"
36'-0"36'-0"45'-3"46'-3"57'-9 1/2"UP DN
1
S-301
1
S-301
2
S-301
2
S-301
FD FD
FDFD
TD
P4.8
3'-6"3'-6"11'-6 1/4"11'-6 5/8"11'-6 5/8"11'-6 5/8"1
S-501
2
S-501
TYP
1
S-501
2
S-501
TYP
1
S-501
2
S-501
TYP
3
S-501
3
S-501
S-501
6
TYP
S-501
8 TYP
5" CONCRETE
SLAB-ON-GRADE,
REFER TO SHEET
NOTES 9 & 10
5" CONCRETE
SLAB-ON-GRADE,
REFER TO SHEET
NOTES 9 & 10
5" CONCRETE
SLAB-ON-GRADE,
REFER TO SHEET
NOTES 9 & 10
100'-1 1/2"
99'-11"100'-3"
99'-11"100'-3"100'-1"100'-3"99'-11"100'-2"
99'-11"
100'-0 1/2"
100'-2"
99'-11 3/4"100'-1 1/8"
99'-8"98'-10"99'-8"99'-8"99'-0"
98'-10"
99'-0"99'-8"
101'-6"103'-6"105'-6"
99'-8"98'-10"99'-8"
98'-10"
S-401
2
S-411
2
S-421
2
96'-6"
96'-6"
TYP UNO
96'-9"
4'-0"
4'-0"4'-0"PCC BOLLARD, REFER TO DET 14/S-551, TYP
5
S-502
4
S-502
4
S-502
5
S-502
4
S-502
4
S-502
5
S-502S-501
9
TYP
P5.2 P7.1
FD
FD
FD
FD
100'-1"
100'-3"
100'-1"
100'-3"99'-11"
99'-8"99'-0"99'-0"99'-8"
101'-6"103'-6"105'-6"
100'-1"
TO WASH 99'-4"
TO WASH 99'-4"
100'-1 3/8"20'-0"20'-0"6
S-502
7
S-502
6
S-502
7
S-502
6
S-502 6
S-502
7
S-502
6
S-502
7
S-502
6
S-502
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
8
S-502
9
S-502
100'-1 1/2"
100'-1 1/2"
TO FF EL6'-0"3'-0"20'-8"15'-4"3'-0"
PROVIDE SOG REINF
#4 @ 12" OC EW FOR
AREA BOUNDED BY
GRIDS PB-PC/P2-P5.73'-4" RO2'-5"TD
7
S-501
SIM
4'-5"25'-0"16'-10"180'-9"20'-0"1'-2 1/2"57'-9 1/2"62'-0"37'-0"6'-4"14'-5 1/2"1'-11 1/2"SP SP
297'-6"
STEEL BOLLARD,
REFER TO 15/S-551 TYP
FD
SP
SHEET NOTES:
NO SYMB NOTE
1 COORDINATE ALL DIMENSIONS, DETAILS, FINISHES, TIE HOLE
LOCATIONS, AND BLOCKOUTS/SLEEVES WITH ALL OF THE PROJECT
CONSULTANT DRAWINGS.
2 INDICATES PLAN MATCH LINE.
3 FOR GENERAL NOTES, REFER TO SHEETS S-001 AND S-002.
4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO
SHEET S-002.
5 100'-0" = ELEVATION RELATIVE TO DATUM
6 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP OF CONCRETE
SLAB AT COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE
CONCRETE WASHES, BEAMS, CURBS, ETC. FOR PLAN ELEVATION,
REFER TO 1, 2, & 3/S-551
7 FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED, USE STRAIGHT
LINE INTERPOLATION.
8 FOR COLUMN DETAILS, REFER TO SHEET S-511. ALL COLUMNS ARE
CENTERED ON GRID LINES UNLESS NOTED.
9 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK CONCRETE OVER 6"
(MIN) COMPACTED GRANULAR SUB-BASE.
10 REFER TO SHEET S-501 FOR SLAB-ON-GRADE DETAILS.
11 INDICATES FLOOR DRAIN, REFER TO DETAIL 6 & 7/S-501. FOR
ADDITIONAL INFORMATION REFER TO MECHANICAL DRAWINGS. SLOPE
SLAB TO DRAIN.
12 REFER TO MECHANICAL DRAWINGS FOR DRAIN AND PIPE SIZES. NO
PIPING SHALL BE INSTALLED WITH LESS THAN 8'-4" CLEARANCE
UNLESS IT IS IMMEDIATELY ADJACENT TO A WALL OR COLUMN WHERE
IT CANNOT BE HIT BY A VEHICLE.
13 CONTRACTORS SHALL INCLUDE IN THEIR BIDS ALL NECESSARY
ALLOWANCES FOR HOT AND COLD-WEATHER CONCRETING
(INCLUDING BUT NOT LIMITED TO NIGHT POURS, EVAPORATION
REDUCTION, HEATING, BLANKETING, CONCRETE ADMIXTURES ETC) TO
COMPLETE THE PROJECT AS SCHEDULED. REFER TO SPECIFICATION
SECTION 033020.
14 PROVIDE 1" GAP BETWEEN ALL WALLS AND COLUMNS, REFER TO
DETAIL 18/S-501 UNLESS NOTED OTHERWISE.
15 FOR SEALANT, DECK COATING, AND EXPANSION JOINT DETAILS, REFER
TO SHEET S-541.
16 INDICATES STAND PIPE. ALL VERTICAL RISERS FOR PLUMBING,
ELECTRICAL AND MECHANCIAL SYSTEMS SHALL BE PROTECTED BY
STEEL PIPE GUARDS, REFER TO DETAILS 5 & 6/S-551. REFER TO MECH.
DRAWINGS FOR PIPE LOCATIONS.
17 REFER TO AP DRAWINGS FOR BOLLARD LAYOUT. SEE SHEET S-551 FOR
BOLLARD ATTACHMENT DETAILS.
18 ALL CRACKS THAT APPEAR IN SOG AND SUPPORTED SLAB SHALL BE
ROUTED & SEALED, REFER TO DETAILS 1 & 2/S-541.
True North
MOB HOSPITAL
B
SKYBRIDGE
PARKING
GARAGE
A
C
Architecture | Engineering | Interior Design
1715 Magnavox Way
Fort Wayne, IN 46804
260.432.9337
930 North Meridian
Indianapolis, IN 46204
317.917.1190
www.msktd.com
SHEET TITLE
SHEET NUMBER
SET DESCRIPTION
BP #4 - Garage / Bridge
Structural Package
PROJECT NO. DATE
MSKTD
& Associates
KEY PLAN
12/16/2019 12:54:29 PMLEVEL 1 PLAN -
STRUCTURAL
S-101 Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURENORTH
1/16" = 1'-0"1 LEVEL 1 PLAN - STRUCTURAL
EL 100'-3"
LEVEL 1
EL 111'-7"
LEVEL 2
EL 122'-11"
LEVEL 3
EL 134'-3"
LEVEL 4
ISOMETRIC VIEW
1
REV. DATE
1 BP4 ADDENDUM 3 12/11/2019
Level 1
100' -3"
Level 2
111' -7"
Level 3
122' -11"
Level 4
134' -3"
P1P2P3P4P5P6P7P8P7.8 P1.2P4.4P4.8
TO SPANDREL 138'-0"
TO SPANDREL 126'-8"
TO SPANDREL 115'-4"
TOW 104'-0"
P5.2P7.1
11'-3"34'-0"48'-0"36'-0"14'-11"12'-6"8'-7"6'-0"30'-0"48'-0"
1'-0"
34'-0"11'-3"
TOW 150'-11 1/2", TYP
AT STAIR TOWER
TO CHANNEL 141'-1", TYP
TO WT 135'-3 1/2", TYP
TO WT 123'-11 1/2", TYP
TO WT 112'-7 1/2", TYP
TO WT 102'-7", TYP
BO CHANNEL 101'-1", TYP
2'-0"
3'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
2'-0"2'-0"
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
2'-0"2'-0"
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
2'-0"2'-0"
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
2'-0"2'-0"
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
2'-0"2'-0"
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
2'-0"2'-0"
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"3'-3"4'-0"4'-0"
BO CHANNEL 109'-1"
BO CHANNEL 109'-1"
REFER TO DET 9/S-521 FOR
TYP FRAMING & CONN
Level 1
100' -3"
Level 2
111' -7"
Level 3
122' -11"
Level 4
134' -3"
P1 P2 P3 P4 P5 P6 P7 P8P4.4 P4.8
TO SPANDREL 138'-0"
TO SPANDREL 126'-8"
TO SPANDREL 115'-4"
TOW 104'-0"
P5.2 P7.1
45'-3"48'-0"36'-0"14'-11"12'-6"8'-7"6'-0"30'-0"48'-0"
1'-0"
45'-3"
TOW 150'-11 1/2", TYP
AT STAIR TOWER
CONT SPANDREL THRU
COLUMN, TYP AT P5.2
TO CHANNEL 141'-1", TYP
TO WT 135'-3 1/2", TYP
TO WT 123'-11 1/2", TYP
TO WT 112'-7 1/2", TYP
TO WT 102'-7", TYP
BO CHANNEL 101'-1", TYP
BO CHANNEL AT
CANOPY 112'-1"
REFER TO DET 10/S-521 FOR
TYP FRAMING & CONN
TO WT AT CANOPY 113'-7"
6"4'-2"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"2'-7"
1'-7"
2'-10"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"
1'-7"
2'-5"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"2'-7"
5"
1'-10"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"2'-5"
1'-7"
2'-10"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"
1'-7"
2'-5"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"3'-7"5"
BO CHANNEL AT
CANOPY 112'-1"
TO WT AT CANOPY 113'-7"
Level 1
100' -3"
Level 2
111' -7"
Level 3
122' -11"
Level 4
134' -3"
PDPCPBPAPA.2
TO SPANDREL 138'-0"
TO SPANDREL 126'-8"
TO SPANDREL 115'-4"
TOW 104'-0"
14'-5 1/2"43'-4"62'-0"57'-9 1/2"
TO CHANNEL 141'-1", TYP
TO WT 135'-3 1/2", TYP
TO WT 123'-11 1/2", TYP
TO WT 112'-7 1/2", TYP
TO WT 102'-7", TYP
BO CHANNEL 101'-1", TYP
8 1/2"4'-0"3'-0"4'-0"2'-9"
1'-6"
4'-4"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
1'-6"2'-6"
4'-0"4'-0"4'-6"4'-0"4'-6"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-6"4'-6"4'-0"
1'-6"
3'-0"4'-0"4'-0"4'-6"4'-6"4'-0"4'-0"4'-0"4'-0"4'-6"4'-0"4'-6"4'-0"4'-0"9 1/2"
BO CHANNEL 109'-1", TYP
REFER TO DET 9/S-521 FOR
TYP FRAMING & CONN
Level 1
100' -3"
Level 2
111' -7"
Level 3
122' -11"
Level 4
134' -3"
PD PC PB PAPA.3 PA.2
TO SPANDREL 138'-0"
TO SPANDREL 126'-8"
TO SPANDREL 115'-4"
TOW 104'-0"
57'-9 1/2"62'-0"37'-0"6'-4"14'-5 1/2"
TOW 150'-11 1/2", TYP
AT STAIR TOWER
TO CHANNEL 141'-1", TYP
TO WT 135'-3 1/2", TYP
TO WT 123'-11 1/2", TYP
TO WT 112'-7 1/2", TYP
TO WT 102'-7", TYP
BO CHANNEL 101'-1", TYP
9 1/2"4'-0"4'-0"4'-6"4'-0"4'-6"4'-0"4'-0"4'-0"4'-0"4'-6"4'-6"4'-0"4'-0"3'-0"
1'-6"
4'-0"4'-6"4'-6"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-6"4'-0"4'-6"4'-0"4'-0"
2'-6"1'-6"
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
2'-0"
1'-6"
REFER TO DET 9/S-521 FOR
TYP FRAMING & CONN
S-201
5
Level 4
134' -3"
PD
9'-7"9'-7"1'-1"1'-8"7"2'-1"4"1"2"2"
HSS8X6X1/2 POST, REFER
TO 6/S-523 FOR ADDL INFO
SNOW GATE FRAME,
REFER TO 1 & 2/S-523
HSS4X4X1/4 POST, REFER
TO 5/S-523 FOR ADDL INFO
HSS4X4X1/4 POST, REFER
TO 5/S-523 FOR ADDL INFO
9 1/2"4'-0"4'-0"4'-6"4'-0"4'-6"
4"4"
Architecture | Engineering | Interior Design
1715 Magnavox Way
Fort Wayne, IN 46804
260.432.9337
930 North Meridian
Indianapolis, IN 46204
317.917.1190
www.msktd.com
SHEET TITLE
SHEET NUMBER
SET DESCRIPTION
BP #4 - Garage / Bridge
Structural Package
PROJECT NO. DATE
MSKTD
& Associates
12/16/2019 12:54:37 PMBUILDING ELEVATIONS -
STRUCTURAL
S-201 Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURE3/32" = 1'-0"1 NORTH FRAMING ELEVATION - STRUCTURAL
3/32" = 1'-0"2 SOUTH FRAMING ELEVATION - STRUCTURAL
3/32" = 1'-0"3 WEST FRAMING ELEVATION - STRUCTURAL
3/32" = 1'-0"4 EAST FRAMING ELEVATION - STRUCTURAL
1/2" = 1'-0"5 SNOW GATE - EAST ELEVATION - STRUCTURAL
1
1
2
REV. DATE
1 BP4 ADDENDUM 1 10/21/2019
2 BP4 ADDENDUM 3 12/11/2019
PD
P4 P5P4.4
PE
P4.8
14'-11"12'-6"8'-7"6'-0"21'-2 1/2"4'-0"95'-1"P5.2
1'-9"
1"
1'-0"4"8"1'-10"3'-11"1"1'-8"2'-4"F99'-6"9'-6"10"1"11"9"2'-2"12'-9"
12
S-502 F995'-1"1'-0"2"1"1'-0"
9
S-503 F895'-1"S-503
5
7
S-503
S-503
6
2
S-503
1
S-503
2"1'-0"1'-0"2'-0"3"
REF DET 3/S-503
8
S-503 4 1/2"10"1'-0"3 1/2"2'-0" THICK MAT FTG
W/ #7 @ 12" OC T&B
EA WAY TOF EL 95'-1".
PROVIDE STD HOOKS
ON ALL EAST/WEST
REINF
FTG PER
12/S-502 MAT FDN
10
S-503
1'-4 1/2"
FDN DRAIN CONN
TO STORM SEWER,
REFER TO CIVIL
FDN DRAIN,
REFER TO CIVIL
PD
P4 P5P4.4
PE
P4.8
14'-11"12'-6"8'-7"6'-0"21'-2 1/2"100'-1"
P5.2
100'-1"
105'-9"20'-0"10"10"9'-2"10'-0"9
S-503
7
S-503
2
S-503
1
S-503
3'-8"
RO
6'-4"2'-6"1"RO3'-4"1"10"2'-11 1/2"
RO
6'-7"2'-11 1/2"
4
S-503
11
S-535
11
S-535
1'-11 1/2"
RO
8'-11 1/2"
8
S-503
TO OPENING 108'-4"
TOW 100'-8 1/2",
TYP UNO
HSS8X4X1/4
TO STL 102' - 6"
PCC MFR SHALL COORD
ROUGH OPENING SIZE
W/ ELEVATOR SUPPLIER,
REFER TO 17/S-535 FOR
SILL DETAIL 4 1/2"10"12
S-502
10
S-503
PROVIDE RUBBED
FINISH AT EXPOSED
CIP WALL, TYP AT
SOUTH TOWER
PCC MFR SHALL COORD
EMBEDS OR POST-INSTALLED
CONNS FOR STAIR RAILING W/
RAILING SUPPLIER, RAILING
NOT IN BP #4
1'-0"3"
3"7"3"
8" WIDE
LEDGE, TYP
17
S-501
SP
13
S-551
13
S-551
11
S-503
11
S-503 MIN 1'-0"MIN 3'-0"MIN 1'-0"COORD WALL
STRUCTURAL INFILL
WITH ELEV INSTALL
5'-0"1'-1"5'-0"1"5'-10"8'-3"11"5'-0"SP
PD
P4 P5P4.4
PE
P4.8
14'-11"12'-6"8'-7"6'-0"21'-2 1/2"111'-5"
P5.2
SPAN OF 6" PCC SLAB
10"10"9'-2"10'-0"HSS8X6X1/2
TO STL 111'-3"
111'-5"
117'-1"
3'-8"
RO
6'-4"2'-6"RO3'-4"10"11
S-535
11
S-535
1'-11 1/2"
RO
8'-11 1/2"
BOT OPG 112'-6"
TO OPG 119'-8"
4"
HSS8X4X1/4
TO STL 113' - 10"4 1/2"10"1'-0"3"
3"7"3"
8" WIDE
LEDGE, TYP
PROVIDE VERT EJ, PREFORMED
EXPANDING FOAM W/ FACTORY
APPLIED SILICONE SEALANT ± 50%
MOVEMENT, EACH SIDE OF TOWER
13
S-551
13
S-551
1
S-522
SP
16
S-535
PCC MFR SHALL COORD
ROUGH OPENING SIZE
W/ ELEVATOR SUPPLIER,
REFER TO 9/S-535 FOR
SILL DETAIL
PCC MFR SHALL COORD
EMBEDS OR POST-INSTALLED
CONNS FOR STAIR RAILING W/
RAILING SUPPLIER, RAILING
NOT IN BP #4 MIN 1'-0"MIN 3'-0"MIN 1'-0"5'-0"1'-1"5'-0"1"8'-3"11"5'-0"SP
PD
P4 P5P4.4
PE
P4.8
14'-11"12'-6"8'-7"6'-0"21'-2 1/2"122'-9"
P5.2
SPAN OF 6" PCC SLAB
HSS8X6X1/2
TO STL 122'-7"10"10"9'-2"10'-0"122'-9"
128'-5"
3'-8"
RO
6'-4"2'-6"
11
S-535
11
S-535
1'-11 1/2"
RO
8'-11 1/2"
BOT OPG 123'-10"
TO OPG 130'-2"
4"4 1/2"10"3"7"3"
8" WIDE
LEDGE, TYP
PROVIDE VERT EJ, PREFORMED
EXPANDING FOAM W/ FACTORY
APPLIED SILICONE SEALANT ± 50%
MOVEMENT, EACH SIDE OF TOWER
1'-0"3"
13
S-551
13
S-551
1
S-522
HSS8X4X1/4
TO STL 125' - 2"
SP
16
S-535
PCC MFR SHALL COORD
ROUGH OPENING SIZE
W/ ELEVATOR SUPPLIER,
REFER TO 9/S-535 FOR
SILL DETAIL
PCC MFR SHALL COORD
EMBEDS OR POST-INSTALLED
CONNS FOR STAIR RAILING W/
RAILING SUPPLIER, RAILING
NOT IN BP #4 MIN 1'-0"MIN 3'-0"MIN 1'-0"10"BO3'-4"5'-0"1'-1"5'-0"1"8'-3"11"5'-0"SP
Architecture | Engineering | Interior Design
1715 Magnavox Way
Fort Wayne, IN 46804
260.432.9337
930 North Meridian
Indianapolis, IN 46204
317.917.1190
www.msktd.com
SHEET TITLE
SHEET NUMBER
SET DESCRIPTION
BP #4 - Garage / Bridge
Structural Package
PROJECT NO. DATE
MSKTD
& Associates
12/16/2019 12:54:39 PMENLARGED SOUTH TOWER
PLANS - STRUCTURAL
S-401 Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURENORTH
1/4" = 1'-0"1 FOUNDATION PLAN - SOUTH TOWER - STRUCTURAL
NORTH
1/4" = 1'-0"2 LEVEL 1 PLAN - SOUTH TOWER - STRUCTURAL
NORTH
1/4" = 1'-0"3 LEVEL 2 PLAN - SOUTH TOWER - STRUCTURAL
NORTH
1/4" = 1'-0"4 LEVEL 3 PLAN - SOUTH TOWER - STRUCTURAL
1
1 1
2
22
REV. DATE
1 BP4 ADDENDUM 1 10/21/2019
2 BP4 ADDENDUM 3 12/11/2019
PD
P4 P5P4.4
PE
P4.8
14'-11"12'-6"8'-7"6'-0"21'-2 1/2"134'-1"
4
S-431
P5.2
SPAN OF 6" PCC SLAB
REFER TO S-431 FOR
PEDESTRIAN BRIDGE
PLANS
HSS8X6X1/2
TO STL 133'-11"10"10"9'-2"10'-0"134'-1"
3'-8"
RO
6'-4"2'-6"
11
S-535
11
S-535
1'-11 1/2"
RO
8'-11 1/2"
BOT OPG 134'-4"
TO OPG 146'-10"
4"
HSS8X4X1/4
TO STL 136' - 6"4 1/2"10"6
S-562
3"7"3"
8" WIDE
LEDGE, TYP
PROVIDE VERT EJ, PREFORMED
EXPANDING FOAM W/ FACTORY
APPLIED SILICONE SEALANT ± 50%
MOVEMENT, EACH SIDE OF TOWER
1'-0"3"
1
S-522
SP
16
S-535
13
S-551
PCC MFR SHALL COORD
ROUGH OPENING SIZE
W/ ELEVATOR SUPPLIER,
REFER TO 9/S-535 FOR
SILL DETAIL
PCC MFR SHALL COORD EMBEDS
OR POST-INSTALLED CONNS FOR
STAIR RAILING W/ RAILING
SUPPLIER, RAILING NOT IN BP #4 MIN 1'-0"MIN 3'-0"MIN 1'-0"COORD WALL
STRUCTURAL INFILL
WITH ELEV INSTALL
10"RO3'-4"6'-1"5'-0"
1"
SP
PD
P4 P5P4.4
PE
P4.8
14'-11"12'-6"8'-7"6'-0"21'-2 1/2"4
S-431
P5.2
149'-0"
REFER TO S-431 FOR
PEDESTRIAN BRIDGE
PLANS 10"10"19'-2"10"4 1/2"SPAN OF 6" PCC SLAB SPAN OF 6" PCC SLAB SPAN OF 6" PCC SLAB
RD
W8X48TO STL 147' - 10 1/2"TOW 150'-11 1/2", TYP
8
S-562
8" WIDE
LEDGE, TYP
8" WIDE LEDGE, COORD MAX
DEPTH W/ ELEV SUPPLIER
2
S-522
5
S-522
5
S-522
6
S-522
6
S-522
Architecture | Engineering | Interior Design
1715 Magnavox Way
Fort Wayne, IN 46804
260.432.9337
930 North Meridian
Indianapolis, IN 46204
317.917.1190
www.msktd.com
SHEET TITLE
SHEET NUMBER
SET DESCRIPTION
BP #4 - Garage / Bridge
Structural Package
PROJECT NO. DATE
MSKTD
& Associates
12/16/2019 12:54:41 PMENLARGED SOUTH TOWER
PLANS - STRUCTURAL
S-402 Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURENORTH
1/4" = 1'-0"1 LEVEL 4 PLAN - SOUTH TOWER - STRUCTURAL
NORTH
1/4" = 1'-0"2 ROOF PLAN - SOUTH TOWER - STUCTURAL
2
REV. DATE
1 BP4 ADDENDUM 1 10/21/2019
2 BP4 ADDENDUM 3 12/11/2019
PC
PB
P6
62'-0"1
S-502
3
S-502
TOF 94'-3"
WJ
WJ
WJ
WJ
EQEQEQEQEQWJ
FS
TOF 96'-3"
WALL CONTROL
JOINT, TYP. REFER
TO DET 12/S-501
17'-6"
1'-0"4'-6"7'-2"5'-4"8"7"7"35'-4"8"14'-4"8"9'-10"7"7"TOF 94'-3"
4
S-502
3
S-502
TYP
WJ
WJ
WJ
WJ
WJ
TOF 96'-3"TOF 94'-3"
WJ
FS
17'-6"
4
S-502
WJ
WJ WJ
WJ WJWJ
WJ
PC
PB
P6
62'-0"6"35'-5"8"14'-4"8"10'-5"1'-0"11'-8"5'-4"8"
1
S-502
3
S-502
TD15'-0 1/2"RO6'-4"24'-7 1/2"RO3'-4"3'-8"RO3'-4"5'-8"96'-6" TYP
TO FF EL
TYP
7
S-501
SIM
TRENCH DRAIN, REFER
TO MECH/ PLUMBING
DRAWINGS
3
S-502
PD
P2
11
S-521
7'-0"7'-0"7'-0"7'-0"4'-1"2'-11"
TAPERED HSS
20X8X5/16,
TYP OF 6
HSS10X5X1/4
PD
P7
11
S-521
4'-1"7'-0"7'-0"7'-0"7'-0"7'-0"
TAPERED HSS
20X8X5/16,
TYP OF 6
HSS10X5X1/4
Architecture | Engineering | Interior Design
1715 Magnavox Way
Fort Wayne, IN 46804
260.432.9337
930 North Meridian
Indianapolis, IN 46204
317.917.1190
www.msktd.com
SHEET TITLE
SHEET NUMBER
SET DESCRIPTION
BP #4 - Garage / Bridge
Structural Package
PROJECT NO. DATE
MSKTD
& Associates
12/16/2019 12:54:42 PMENLARGED PLANS -
STRUCTURAL
S-421 Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURENORTH
1/4" = 1'-0"1 FOUNDATION PLAN - ROOMS BENEATH RAMP - STRUCTURAL
NORTH
1/4" = 1'-0"2 LEVEL 1 PLAN - ROOMS BENEATH RAMP - STRUCTURAL
TOW EL
99'-6" TYP
NORTH
1/4" = 1'-0"3 LEVEL 2 PLAN - WEST CANOPY - STRUCTURAL
NORTH
1/4" = 1'-0"4 LEVEL 2 PLAN - EAST CANOPY - STRUCTURAL
11
REV. DATE
1 BP4 ADDENDUM 3 12/11/2019
PCC WALL PANEL
PCC TEE
WATSON-BOWMAN ME-400 EJ
OR APPROVED EQUAL,
PROVIDE WALL TO SLAB
CONDITION BEYOND DOORWAY
SLIDE BEARING
5"5"
PCC BRACKET
REFER TO PLAN
CIP TOPPING
REINF, REFER
TO PLANCONC DAM
TOOLED JOINT W/
SEALANT
PCC SLAB
3"
REFER TO PLAN
1"10"
CURTAINWALL,
REFER TO ARCH4'-1 1/2"REFER TO PLANS
TOW EL
REFER TO PLANS
TOS EL
PCC WALL (BEYOND)
CONN BY PCC MFR
ROOFING, REFER TO
ARCH
6" PCC SLAB
BEARING PAD
PCC LEDGE
PCC BEAM
PCC BRACKET
(BEYOND)
CIP TOPPING
SEALANT, REFER TO
DET 3/S-541, SIM
P7.8
DIAPH REINF,
REFER TO PLAN
REFER TO PLANS
CIP WASH
CONC DAM
PCC WALL PANEL
REFER TO PLAN
TOS EL
2"10"
HORIZONTAL SLOTTED
CONN BY PCC MFR
3"PCC TEE
PCC WALL PANEL
PCC TEE
SEALANT, REFER
TO DET 3/S-541, SIM
BEARING PAD
5"5"
REFER TO PLANS
CIP WASH
PCC BRACKET
REFER TO PLAN
HORIZ SLOTTED
CONN BY PCC MFR CIP TOPPING
REINF, REFER
TO PLAN3"CONC DAM
PCC LEDGE
REFER TO PLAN
PCC STAIR SLAB
CONN BY PCC MFR
REFER TO PLAN
TOS EL
BACKER ROD &
SEALANT
PCC WALL
PCC SLAB
BEARING PAD
ROOFING,
REFER TO ARCH
REFER TO PLAN
TO STL EL
STEEL HOIST BEAM
EMBED BY PCC MFR,
SHEAR CONN BY
STEEL FABRICATOR
REFER TO PLAN
TOS EL
PCC WALL
PCC SLAB
ROOFING,
REFER TO ARCH
REFER TO PLAN
TOW EL
CIP TOPPING
P7.8
DIAPH REINF,
REFER TO PLAN
REFER TO PLANS
CIP WASH
CONC DAM
PCC WALL
PANEL
REFER TO PLAN
TOS EL
2"10"
PCC STAIR
SLAB
REFER TO PLAN
TOOLED JOINT
W/ SEALANT
PCC TEE
Architecture | Engineering | Interior Design
1715 Magnavox Way
Fort Wayne, IN 46804
260.432.9337
930 North Meridian
Indianapolis, IN 46204
317.917.1190
www.msktd.com
SHEET TITLE
SHEET NUMBER
SET DESCRIPTION
BP #4 - Garage / Bridge
Structural Package
PROJECT NO. DATE
MSKTD
& Associates
12/16/2019 12:54:44 PMPCC FRAMING DETAILS -
STRUCTURAL
S-522 Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURE3/4" = 1'-0"1 PCC TEE TO PCC WALL DETAIL
3/4" = 1'-0"2 PCC SLAB/ BEAM DETAIL
3/4" = 1'-0"3 PCC TEE TO PCC WALL DETAIL
3/4" = 1'-0"4 PCC TEE TO PCC WALL DETAIL
3/4" = 1'-0"5 PCC DETAIL
3/4" = 1'-0"6 PCC DETAIL
3/4" = 1'-0"7 PCC TEE TO PCC WALL DETAIL
1
REV. DATE
1 BP4 ADDENDUM 3 12/11/2019