HomeMy WebLinkAboutCripe Construction Set 2010_06_04.pdf
M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN
CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date
Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE CONTACTS GIS LAND SURVEYING ARCHITECTURE CIVIL /TRANSPORTATION
ENGINEERING LAND PLANNING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY S. DR.,SUITE 400 E-Mail cripe@cripe.biz OWNER'S REPRESENTATION INTERIOR DESIGN
LOCATION MAP DRAWING INDEX 12" = 1'-0" 2020 WEST 116TH STREET CARMEL, INDIANA 46032 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG MFG MFG HAMILTON COUNTY PARKS,
INC. COXHALL MANSION RENOVATION T001 TITLE SHEET HAMILTON COUNTY PARKS, INC. CONSTRUCTION DOCUMENTS COXHALL MANSION RENOVATION SHEET NUMBER SHEET NAME ELECTRICAL E101 ELECTRICAL DEMOLITION
PLANS E201 BASEMENT & FIRST FLOOR LIGHTING PLANS E202 SECOND & THIRD FLOOR LIGHTING PLANS E203 BASEMENT & FIRST FLOOR POWER & SYSTEMS PLANS E204 SECOND & THIRD FLOOR POWER & SYSTEMS
PLANS E301 ELECTRICAL SYMBOLS & ABBREVIATIONS AND ROOF PLAN E401 ONE-LINE DIAGRAM E501 ELECTRICAL SCHEDULES E601 ELECTRICAL DETAILS PLUMBINGP101 PLUMBING FLOOR PLAN SHEET NUMBER SHEET
NAME ARCHITECTURE A003 GENERAL INFORMATION A004 LIFE SAFETY PLAN A010 LOWER LEVEL /FIRST FLOOR DEMOLITION PLANS A011 SECOND /THIRD FLOOR AND ROOF DEMOLITION PLAN A100 LOWER LEVEL FLOOR
PLAN A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 THIRD FLOOR PLAN A104 ROOF PLAN A121 ENLARGED FLOOR PLANS & DETAILS A201 LOWER LEVEL /FIRST FLOOR REFLECTED CEILING PLAN A202 SECOND
/THIRD FLOOR REFLECTED CEILING PLANS A501 EXTERIOR ELEVATIONS A502 EXTERIOR ELEVATIONS /BUILDING SECTION A601 BUILDING SECTIONS A701 DOOR AND WINDOW SCHEDULE A801 ELEVATOR AND STAIR
PLANS/PLANS/DETAILS INTERIOR DESIGN ID100 LOWER LEVEL & FIRST FLOOR ROOM FINISH PLAN ID101 SECOND & THIRD FLOOR ROOM FINISH PLAN & SCHEDULE MECHANICAL M201 BASEMENT & FIRST FLOOR MECHANICAL
PLANS M202 SECOND & THIRD FLOOR MECHANICAL PLANS M203 ROOF PLAN -MECHANICAL M301 MECHANICAL DETAILS SHEET NUMBER SHEET NAME GENERAL INFORMATION T001 TITLE SHEET T002 MODEL VIEWS CIVIL
CS COVER SHEET C100 MAP SHEET C101 EXISTING CONDITIONS AND DEMOLITION PLAN C102 EXISTING CONDITIONS AND DEMOLITION PLAN C201 SITE PLAN C202 SITE PLAN C203 SITE DETAILS C301 GRADING PLAN
C302 GRADING PLAN C401 STORMWATER POLLUTION PREVENTION PLAN C402 STORMWATER POLLUTION PREVENTION PLAN C403 STORMWATER POLLUTION PREVENTION PLAN DETAILS C404 STORMWATER POLLUTION PREVENTION
PLAN NOTES C501 UTILITY PLAN C502 UTILITY PLAN C503 UTILITY DETAILS STRUCTURAL S101 FOUDATION PLAN S201 SECOND FLOOR /ROOF FRAMING PLAN S202 ROOF FRAMING PLAN S301 SECTIONS AND DETAILS
S302 SECTIONS AND DETAILS S400 GENERAL NOTES SCHEDULES AND ABBREV S401 LEGENDS AND SCHEDULES S402 SECTIONS AND DETAILS S403 SECTIONS AND DETAILS S404 SECTIONS AND DETAILS S600 MODEL
VIEWS ARCHITECTURE, CIVIL ENGINEERING, AND INTERIOR DESIGN STRUCTURAL ENGINEERING MECHANICAL, ELECTRICAL, & PLUMBING ENGINEERING CODE CONSULTANT
M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN
CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date
Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701
04/07/10 Checker Author Approver HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION T002 MODEL VIEWS NOTE: 3D VIEWS ARE FOR REFERENCE USE ONLY. NOT ALL DETAILS ARE SHOWN. REFER TO
THE ENTIRE SET OF CONSTRUCTION DOCUMENTS.
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/11/10 KAREN K . C OLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP COVER SHEET
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/11/10 KAR EN K . CO LL INS R E GI S TERE D ANAI DNI
STATE OF REENIGNE LANOISSEFORP MAP SHEET
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/11/10 KAREN K . C OLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP EXISTING CONDITIONS AND DEMOLITION PLAN
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/11/10 KAREN K . C OLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP EXISTING CONDITIONS AND DEMOLITION PLAN
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP SITE PLAN
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP SITE PLAN
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/11/10 KAREN K . C OLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP SITE DETAILS
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/11/10 KAREN K . C OLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP SITE DETAILS
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/11/10 KAREN K . C OLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP GRADING PLAN
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP GRADING PLAN
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP STORMWATER POLLUTION PREVENTION PLAN
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP STORMWATER POLLUTION PREVENTION PLAN
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/11/10 KAR E N K . C OL LINS REG I STER ED ANAI DNI
STATE OF REENIGNE LANOISSEFORP STORMWATER POLLUTION PREVENTION PLAN DETAILS INSTALLATION AND MAINTENANCE GUIDELINES INSTALLATION: REMOVE THE GRATE FROM THE CATCH BASIN IF USING OPTIONAL
OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY CURB SACK SO THAT THE GRATE IS BELOW
THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAK SURE THE CYLINDRICAL PORTION IS UP AGAINST THE CURB OPENING TP PREVENT SILT
AND DEBRIS FROM ENTERING THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS,
LOOK AT THE INSERT. IF THE CONTAINMENT AREA IS MORE THAN 13 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED, TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET BY USING THE LIFTING STRAPS AND
REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. CONTAT: 708-867-8446
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KARE N K . C OL LINS R EGI STERE D ANAI DNI
STATE OF REENIGNE LANOISSEFORP STORMWATER POLLUTION PREVENTION PLAN NOTES
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP UTILITY PLAN
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP UTILITY PLAN
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP UTILITY DETAILS
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/11/10 KAREN K . C OLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP UTILITY DETAILS
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP STORM PLAN AND PROFILE
GIS LAND SURVEYING INTERIOR DESIGN CIVIL /TRANSPORTATION ENGINEERS (317) 844-6777 FAX (317) 706-6464 LAND PLANNING INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
E-Mail cripe@cripe.biz 0 OWNER'S REPRESENTATION R C Paul I. Cripe, Inc. EQUIPMENT PLANING ARCHITECTURE COXHALL MANSION RENOVATION 05/26/10 KAREN K . COLLINS REGI S TERED ANAI DNI STATE
OF REENIGNE LANOISSEFORP STORM PLAN AND PROFILE
6'-4" 10'-10 1/2" 7'-7" 2 S301 2 S301 3 S301 3 S301 1 S302 4 S301 4 S301 B 11 22 A 4" THICK SLAB ON GRADE w/6x6-W1.4xW1.4 WWF OVER 4" DRAINAGE COARSE OVER VAPOR RETARDER T/SLAB +100'
-0" CW12 CW12 CW12 CW12 CW12 CW12 CW12 CW12 CW12 CW12 CW12 WF24 WF24 WF24 WF24 WF24 WF24 WF24 WF24 T/W +100' -0" T/W +100' -0" T/W +100' -0" T/W +99' -4" T/W +99' -4" T/W +100' -0" T/W
+100' -0" T/W +99' -4" T/W +99' -4" T/W +100' -0" T/W +100' -0" T/W +99' -4" T/W +98' -11 3/4" T/W +100' -0" T/W +99' -4" T/W +100' -0" T/W +100' -0" T/W +100' -0" T/W +99' -4" T/W +99'
-4" T/W +98' -11 3/4" T/W +100' -0" T/W +100' -0" HSS5 HSS5 HSS5 HSS5 P16 P16 P16 P16 1'-0"x2'-0” FTG PILASTER 1'-0"x2'-0” FTG PILASTER HSS5 2x12 (2) 2x12 LEDGER (2) 2x12 LEDGER (2)
2x12 LEDGER (2) 2x12 LEDGER 2x12 @12" OC @16" OC 2x12 @16" OC @16" OC 2x12(2) 2x12 LEDGER 2x12 3/4" PLYWOOD (TYP) 49' -6" 12' -0" 1 S301 1 S301 5 S301 5 S301 FIELD VERIFY 5' -7" 10'
-4" 2' -0 3/4" 9' -6 1/4" 30' -10" 9' -6 1/4" 2' -0 3/4" 49' -10 1/2" 8 1/2" 4' -4 1/4" 1' -4" 77' -5" CW12 8" 14' -8" 7" T/P +99' -4" T/P +99' -4" T/P +99' -4" HSS5 4' -4 3/4" 5' -0
3/4" 6 S404 THICKENED SLAB 8"x2'-0" THICKENED SLAB 8"x2'-0" 5 S404 A.1 5' -2 5/16" A.9 5' -10" T/P +99' -4" T/W +99' -4" 10 S402 10 S402 3/4" PLYWOOD 3/4" PLYWOOD 3/4" PLYWOOD SW3 SW3
SW3 SW4 SW2 SW1 SW2 SW3 SW3 SW3 SW4 SW5 SW5 7' -10 3/4" 5/8" THICKENED SLAB 8"x2'-0" T/W +98' -11 3/4" 5 S404 SIM 1 S302 4 S301 4 S301 B 11 22 A MW8 MW8 MW8 CW12 CW12 CW12 CW12 4" THICK
SLAB ON GRADE w/6x6-W1.4xW1.4 WWF OVER 4" DRAINAGE COARSE OVER VAPOR RETARDER T/SLAB +89' -6 3/8" T/SLAB +84' -6 3/8" WF24 WF24 WF24 WF24 T/F +89' -0 3/8" (TYP) 1’-0”x2’-0” PILASTER
1’-0”x2’-0” PILASTER 1 S301 1 S301 CW8 CW8 CW8 T/W +88' -10 3/8" T/W +88' -10 3/8" T/W +88' -10 3/8" 15' -11 3/8" 6' -5" 41' -10" 5' -9" 5' -7" 10' -4 3/8" 15' -11 3/8" 11 5/8" 1' -0"
6 3/8" 1' -5 5/8" 2' -0" 8' -5" 7' -0 5/8" 7' -11 3/8" THICKENED SLAB 8"x2'-0" 1’-0”x2’-0” PILASTER FOOTING STEPS 6 S404 2' -0"5 S404 A.1 A.9 12" CONC ELEV SLAB SUMP PIT 11 S402 F11
F12 T/F +89' -0 3/8" T/F +89' -0 3/8" 2' -1" 2' -6" 2' -6" 2' -6" 3' -6" 7' -11" 10' -0" F11 F12 T/F +89' -0 3/8" T/F +89' -0 3/8" 3' -8" 2" 3' -6" 5' -0" 2' -6" 2' -6" 10' -0" 7' -7
3/16" 2' -4 7/8" 8 S404 6 3/4" 1' -0" 1' -4" 9 1/4" 2 3/4" 4 5/8" 7 3/8" 2 7/16" 9 9/16" 2" 5' -0" C8x11.5 w/CONT PLATE -SEE DETAIL 14/S405 FOUNDATION PLAN NOTES: 1. ELEVATIONS ±, ARE
FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL
VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. TOP OF FOOTING (T/F) -97'-4", UNO. 5. TOP OF PIERS (T/P) -99'-4", UNO.
6. = 3/4" T&G 24/16 APA RATED STURDI-FLOOR SYSTEM. 7. T/FIRST FLOOR SHEATHING = +100'-0" 8. WALL FRAMING FOR CONNECTOR (ALONG GRID LINES 1 & 2 AND EXTERIOR WALLS IN VICINITY OF GRID
A.1 & A.9) TO BE SOUTHERN PINE AT 12" OC. 9. SW# INDICATES WOOD SHEAR WALL PER SCHEDULE ON SHEET S403. PLAN NORTH 0 1' 2' 4' 8' 16' 1717 1717 East 116th Street, Suite 200 Carmel, Indiana
46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING
LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project
Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET CARMEL, INDIANA 46032 29164 04-06-10
MPP njh MPP HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION S101 FOUNDATION PLAN SCALE: 3/16" = 1'-0" FIRST FLOOR FRAMING/FOUNDATION PLAN SCALE: 3/16" = 1'-0" BASEMENT FOUNDATION
PLAN 0 1' 2' 4' 8' 16' PLAN NORTH FOUNDATION PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3.
SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. TOP OF FOOTING (T/F) -97'-4", UNO. 5. TOP OF PIERS (T/P) -99'-4", UNO. 6. SHORE ALL CONCRETE BASEMENT WALLS UNTIL WALLS ARE TIED TO ADJACENT SLAB ON GRADE. 7. STEP BRICK LEDGES AS
REQUIRED -COORDINATE WITH CIVIL DRAWINGS. SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c
2 S301 3 S301 3 S301 1 S302 4 S301 4 S301 B 11 22 A 2x12 2x12 2x12 2x12 2x12 (2) 2x12 LEDGER (2) 2x12 LEDGER (2) 2x12 LEDGER 2x12 @12" OC @16" OC 2x12 @16" OC @16" OC MW8 MW8 MW8 MW8
3/4" PLYWOOD CANT CANT 2x12 2x12 2x12 W8X58 +10' -0" W8X58 +10' -0" W8X58 +10' -0" W8X58 +10' -0" 3/4" PLYWOOD 3/4" PLYWOOD 2x8 @16" OC 2x8 @16" OC DBL 2x8 1 S301 1 S301 5 S301 5 S301
A.1 A.9 (4) 2x12 (4) 2x12 (4) 2x12 (4) 2x12 (2) 2x10 (2) 2x10 3/4" PLYWOOD 3/4" PLYWOOD 3/4" PLYWOOD (3) 2x12 6 S404 10 S405 11 S405 13 S405 12 S405 2 S302 (2) 2x12 LEDGER (2) 2x12 w/BUILT
UP COL @EACH END -VIF -SUPPORT UNDER NEW FRAMING 9 S405 CANT BRICK LINTEL @NEW OPENING TYPICAL WELD 1/4 SADDLE TO COL TO CARRY LVL's (3) 1 3/4x11 7/8 LVL (3) 1 3/4x11 7/8 LVL (3) PLY
2x6 BUILT-UP COL @LVL BEARING TYPICAL WELD 3/4" PLATE, FROM COL CAP OVER W8 BEAMS TO PROVIDE RIDGED CONNECTION (4) 2x12 (4) 2x12 (4) 2x12 (4) 2x12 14k 14k 6k 6k 14k 14k 6k 6k 1 S302
1 S302 4 S301 4 S301 2x12 (2) 2x12 LEDGER (2) 2x12 LEDGER (2) 2x12 LEDGER (2) 2x12 LEDGER 2x12 2x12 2x12 2x12 2x12 @12" OC @16" OC 2x12 @16" OC 2x12 @16" OC 2x12 2x12 @16" OC 2x12 2x12
2x12 2x12 2x12 MW8 MW8 MW8 MW8 3/4" PLYWOOD 1 S301 1 S301 A.1 A.1 A.9 A.9 6 S404 3/4" PLYWOOD 3/4" PLYWOOD 3/4" PLYWOOD 3/4" PLYWOOD 2 S302 S302 3 (2) 2x12 LEDGER (2) UNDER WALL 8 S405
(2) 2x12 w/BUILT UP COL @EACH END -VIF -SUPPORT UNDER NEW FRAMING BRICK LINTEL @NEW OPENING (2) 2x12 w/BUILT UP COL @EACH END -VIF -SUPPORT UNDER NEW FRAMING BRICK LINTEL @NEW OPENING
(2) 2x12 LEDGER @FACE OF WALL 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION
ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400
E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION
SET 2020 WEST 116TH STREET CARMEL, INDIANA 46032 29164 04-06-10 MPP njh MPP HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION S201 SECOND FLOOR/THIRD FLOOR FRAMING PLAN SCALE: 3/16"
= 1'-0" SECOND FLOOR FRAMING PLAN SCALE: 3/16" = 1'-0" THIRD FLOOR FRAMING PLAN PLAN NORTH 0 1' 2' 4' 8' 16' PLAN NORTH 0 1' 2' 4' 8' 16' SECOND FLOOR FRAMING PLAN NOTES: 1. ELEVATIONS
±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 6. = 3/4" T&G 24/16 APA RATED STURDI-FLOOR SYSTEM. 7. T/SECOND FLOOR
SHEATHING = +112'-4 5/8" 8. WALL FRAMING FOR CONNECTOR (ALONG GRID LINES 1 & 2 AND EXTERIOR WALLS IN VICINITY OF GRID A.1 & A.9) TO BE SOUTHERN PINE @12" OC. THIRD FLOOR FRAMING PLAN
NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS
NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 6. = 3/4" T&G 24/16 APA RATED STURDI-FLOOR SYSTEM.
7. T/THIRD FLOOR SHEATHING = +123'-9 1/4" SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c
1 S302 1 S302 4 S301 GIRDER TRUSS T3 TRUSS T3 TRUSS T4 12:12 12:12 12:12 12:12 HIP TRUSS T5 HIP TRUSS T5 HIP TRUSS T5 HIP TRUSS T5 TRUSS T4 GIRDER TRUSS T3 5/8" PLYWOOD ROO SHEATHING
APA RATED 24/0, EXPOSURE 1, STRUCTURAL 1 ROOF OVERBUILD T/TRUSS BRG +138' -0" (TYP) 1 S301 1 S301 W8x35 ELEVATOR MFG 2' -7 5/8" VERIFY w/ELEVATOR HOIST BEAM B/BM +136' -9 1/4" BP1 BP1
ROOF HATCH -VERIFY SIZE & LOCATION w/ARCH TRUSS T3 TRUSS T3 TRUSS T3 (2) (2) S302 3 (2) 2x12 w/BUILT UP COL @EACH END -VIF -SUPPORT UNDER NEW FRAMING (2) 2x12 w/BUILT UP COL @EACH END
-VIF -SUPPORT UNDER NEW FRAMING 1' -5 1/2" 1' -5 1/2" SEE PLAN 1' -2" 1' -2" WP WP 5.5 12 8 12 5.5 12 8 12 1' -4" 1' -4" T/TRUSS BRG +112' -4 5/8" T/TRUSS BRG +138' -0" SEE PLAN 1' -1
1/4" 1' -1 1/4" WP WP 12 12 1/4 12 12 12 1/4 12 1' -4" 1' -4" T/TRUSS BRG +112' -4 5/8" 1' -4" SEE PLAN 1' -4" 8 12 8 12 WP WP EQ 7' -7" EQ OPEN FOR ATTIC SPACE 1' -2" 1' -2" 2 S301
2 S301 3 S301 3 S301 1 S302 B 22 A 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x8 2x6 2x8 2x6 2x6 2x6 2x6 2x6 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS
T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 8:12 5/8" PLYWOOD ROO SHEATHING APA RATED 24/0, EXPOSURE 1, STRUCTURAL 1 2x6 2x6 2x6 2x6 2x6 2x6 2x6
2x6 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 TRUSS T1 1 S301 1 S301 5 S301 5 S301 2x6 2x6 2x6 2x6 2x6 2x6 A.1 A.9 2x4 OUTLOOKERS @2'-0" OC (TYP) 2x4 OUTLOOKERS
@2'-0" OC (TYP) GABLE END WALL GABLE END WALL 5/8" PLYWOOD ROO SHEATHING APA RATED 24/0, EXPOSURE 1, STRUCTURAL 1 2x8 2x8 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6
2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 TRUSS T2 TRUSS T2 TRUSS T2 TRUSS T2 TRUSS T2 TRUSS T2 T/TRUSS BRG +112' -4 5/8" (TYP) T/TRUSS BRG +112' -4 5/8" (TYP) 11 S40513 S405 2
S302 OVERBUILD NOTES 1. ALL OVERBUILD ON NEW CONSTRUCTION TO BE ATTACHED TO NEW STRUCTURE ON BARE SHEATHING/DECKING. 2. ALL OVERBUILD BEARING WALLS TO CONSIST OF: 2x4 FRAMING @16" OC,
w/PLATE TOP & BOTTOM, WALLS @4'-0" OC (MAX). 3. OVERBUILD BEARING WALLS TO FRAME PERPENDICULAR TO EXISTING AND NEW FRAMING. 4. OVERBUILT ROOFS ON EXISTING CONSTRUCTION: REMOVE ALL EXISTING
LAYERS OF SHINGLES BELOW THE PROPOSED OVER BUILD. TRUSS PROFILE NOTES: 1. SEE RELATED SECTION ROOF OVERHANGS. 2. ALL TRUSS LAYOUTS AND CONFIGURATIONS ARE CONCEPITUAL. FINAL LAYOUT AND
DESIGN TO BE BY TRUSS SUPPLIER. 3. ALL ROOF FASCIA HEIGHTS ARE TO BE COORDINATED WITH ARCHITECTURE TO PROVIDE ARCHITECTURAL INTENT. 4. UNIFORM LOADS ARE PROVIDED. ALL POINT LOADS ON
GIRDER TRUSSES TO BE CALCULATED BY MANUFACTURED CFS TRUSS SUPPLIER. 5. OVERHANG CONDITIONS SHOULD BE VERIFIED WITH ARCHITECTURE AND LOCATION ON PLAN. FRAMING PLAN NOTES: 1. ELEVATIONS
±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. COORDINATE DECK OPENINGS -EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. PLAN NORTH 0 1' 2' 4' 8' 16' 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com
McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS,
INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn
By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET CARMEL, INDIANA 46032 29164 04-06-10 MPP njh MPP HAMILTON COUNTY PARKS, INC. COXHALL MANSION
RENOVATION S202 ROOF FRAMING PLAN SCALE: 3/16" = 1'-0" CONNECTOR ROOF FRAMING PLAN PLAN NORTH 0 1' 2' 4' 8' 16' FRAMING PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV
+100'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. COORDINATE DECK OPENINGS -EXACT SIZE AND LOCATION, WITH MECHANICAL CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. ALL TRUSS FRAMING AT 2'-0" OC, MAX, UNO. SCALE: 3/16" = 1'-0" TRUSS T1 PROFILE SCALE: 3/16" = 1'-0" TRUSS T3 PROFILE SCALE: 3/16" = 1'-0" TRUSS T2 PROFILE SCALE: 3/16" = 1'-0" LOW
ROOF FRAMING PLAN SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c
+100' -0" +112' -4 5/8" +89' -6 3/8" +123' -9 1/4" +138' -0" 2 S301 3 S301 +97' -4" +89' -0 3/8" 4 S301 1 2 5 S301 T/F T/SLAB T/F T/FIRST FLOOR T/SECOND FLOOR T/THIRD FLOOR TRUSS BRG
S402 3 SIM S404 4 S404 2 S404 7 S403 14 S403 14 SIM SIM S405 2 S405 7 S405 1 S404 9 T/SLAB +84' -6 3/8" S402 10 S302 5 B/BM +136' -9 1/4" S405 7 SIM +100' -0" +112' -4 5/8" +97' -4"
1 S301 T/SLAB T/F TRUSS BRG S404 1 S405 4 S402 10 S404 1 SIM +100' -0" +112' -4 5/8" +97' -4" 1 S301 T/SLAB T/F TRUSS BRG S404 2 SIM S405 S405 5 5 SIM S404 2 SIM +100' -0" +112' -4 5/8"
+89' -6 3/8" +123' -9 1/4" +138' -0" 1 S302 +89' -0 3/8" B 1 A S301 T/SLAB T/F T/FIRST FLOOR T/SECOND FLOOR T/THIRD FLOOR TRUSS BRG S404 3 A.9 A.1 8 S404 S302 6 S405 12 S405 10 S405
1 SIM S405 2 SIM +100' -0" +112' -4 5/8" +123' -9 1/4" +97' -4" 1 S301 T/SLAB T/F TRUSS BRG DORMER TRUSS BRG S405 4 S402 10 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural
Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND
SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number
Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET CARMEL, INDIANA 46032 29164 04-06-10
MPP njh MPP HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION S301 SECTIONS AND DETAILS SCALE: 3/16" = 1'-0" S301 BUILDING SECTION 1 SCALE: 3/16" = 1'-0" S301 BUILDING SECTION 3
SCALE: 3/16" = 1'-0" S301 BUILDING SECTION 2 SCALE: 3/16" = 1'-0" S301 BUILDING SECTION 4 SCALE: 3/16" = 1'-0" S301 BUILDING SECTION 5 SS RO C PROFE . A I GN N I O LA E RE R SA STATE
OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c TYP @1ST, 2ND, & 3RD FL TYP @1ST, 2ND, & 3RD FL
+100' -0" +112' -4 5/8" +89' -6 3/8" +123' -9 1/4" +138' -0" +89' -0 3/8" 4 S301 4 S301 1 2 S404 7 S405 3 S405 6 T/SLAB T/F T/FIRST FLOOR T/SECOND FLOOR T/THIRD FLOOR TRUSS BRG S302
4 1' -4" 15' -1" 1' -4" S405 3 S405 3
SIMSIM TYP TYP +112' -4 5/8" +123' -9 1/4" 1 S302 B A 1 S301 A.9 A.1 11 S405 13 S405 BRICK BRG T/SECOND FLOOR BRICK BRG +110' -0" BRICK BRG +116' -0" BRICK BRG +120' -0" T/THIRD FLOOR
& 3/8" PLATE L5x5x3/8 L5x5x3/8 L5x5x3/8 L5x5x3/8 3/8" PLATE L5x5x3/8 BRICK BRG +120' -0" BRICK BRG +116' -0" 5 S302 4 S3026 S302 S302 6 S302 6 INSTALL BOND BEAM @BRICK ANGLE ELEVATIONS
+123' -9 1/4" +138' -0" 1 S302 A B 4 S202 1 S301 A.1 A.9 T/THIRD FLOOR BRICK BRG +124' -0" TRUSS BRG L5x5x3/8 L5x5x3/8 L5x5x3/8 L5x5x3/8 BRICK LINTEL AT NEW DOORS, COORD w/ARCH L5x5x3/8
BRICK LINTEL AT NEW DOORS, COORD w/ARCH 6 S302 8 S405 BRICK BRG +(SEE ELEV) SHEATHING STOP AT TOP AND BOTT OF BRICK SUPPORT ANGLE BRICK SUPPORT 1/2"Ø LAG BOLT w/5" EMBED AT EACH WALL
STUD VENEER -SEE ARCH EXTERIOR STUD WALL BRICK BRG +(SEE ELEV) VENEER -SEE ARCH ANGLE BRICK SUPPORT 1/2"Ø HILTI-HY150 @12" OC (MAX) 8" BOND BM w/(2) #5 CONT, COORD LOCATION w/BRICK SUPPORT
CMU WALL (MW) +123' -9 1/4" SHEATHING STOP AT TOP AND BOTT OF BRICK SUPPORT ANGLE BRICK SUPPORT 1/2"Ø LAG BOLT w/5" EMBED AT SILL PLATE @12" OC VENEER -SEE ARCH (2) 2x SILL PLATES AT
VENEER SUPPORT 2x FLOOR FRAMING T/THIRD FLR & BRICK BRG EXTERIOR STUD WALL 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com
McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS,
INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn
By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET CARMEL, INDIANA 46032 29164 04-06-10 MPP njh MPP HAMILTON COUNTY PARKS, PARKS, INC. COXHALL
MANSION RENOVATION S302 SECTIONS AND DETAILS SCALE: 3/16" = 1'-0" S302 BUILDING SECTION 1 SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. A ENI R M IE D E GN T
S E Y MOCD E c SCALE: 3/16" = 1'-0" S302 ELEVATION 2 SCALE: 3/16" = 1'-0" S302 ELEVATION 3 BRICK LINTEL NOTES: 1. ALL LINTEL MATERIAL AND SUPPLIES TO BE GALVANIZED. 2. ALL CHANGES IN
LINTEL ELEVATION ARE TO OCCUR AT A STUD LOCATION. 3. AT CHANGE OF LINTEL ELEVATION THERE IS TO BE A LAG BOLT CONNECTION THE LINTEL END AT THAT STUD. BRICK LINTEL NOTES: 1. ALL LINTEL
MATERIAL AND SUPPLIES TO BE GALVANIZED. 2. ALL CHANGES IN LINTEL ELEVATION ARE TO OCCUR AT A STUD LOCATION. 3. AT CHANGE OF LINTEL ELEVATION THERE IS TO BE A LAG BOLT CONNECTION THE
LINTEL END AT THAT STUD. SCALE: 1" = 1'-0" S302 SECTION 4 SCALE: 1" = 1'-0" S302 SECTION 5 SCALE: 1" = 1'-0" S302 SECTION 6 BRICK LINTEL SCHEDULE FOR ALL LINTELS NOT INDICATED ON PLANS
Clear Opening Steel Angle Up to 5'-0" Brick Lintel Schedule Notes: 1. All lintels shall shall have 8" bearing on each end of opening. 2. All exterior lintels shall be galvanized. 3.
All interior lintels shall be shop primed with two coats of epoxy paint. L3 1/2 x 3 1/2 x 5/16 5'-1" up to 7'-0" L5 x 3 1/2 x 5/16 7'-0" up to 10'-0" L6 x 3 1/2 x 3/8
BUILDING CODES Model Building Code: International Building Code 2006 Local Building Code: Indiana Building Code 2008 Steel Standard: AISC -ASD 13th Ed Steel Seismic: AISC 341-05 Concrete
Standard: ACI 318-05 Masonry Standard: ACI 530-05 Wood Standard: NDS-05 Occupancy Group: B:Business Exposure Category: C:Open terrain Building Classification: 2:Buildings and other structures.
Model Code Standard: ASCE 7-05 ROOF DESIGN LOADS Dead Live Roof 20 psf 25 psf FLOOR DESIGN LOADS Dead Live Connector 2nd & 3rd Flrs. 20.0 psf 100.0 psf SNOW DESIGN CRITERIA Ground Snow
Load: 20 psf Flat Roof Snow Load: 14 psf Minimum Snow Load: 0 psf Sloped Roof Snow Load: 13 psf Rain on Snow Surcharge: 0 psf Importance Factor: 1 Exposure Factor: 1 Partially Exposed
Thermal Factor: 1 Heated WIND DESIGN CRITERIA Basic Wind Speed: 90 mph Importance Factor: 1 Enclosure Classification: Enclosed Gust Factor: 0.877 SEISMIC DESIGN CRITERIA Seismic Design
Category: B Spectral Response, Sds: 0.191 Spectral Response, Sd1: 0.1264 Site Class: D Resisting System (SFRS): A.9 Ordinary reinforced masonry shear walls Response Mod. Factor, R: 2
Overstrength Factor, Ω: 2.5 Design Base Shear: 9.55% W Analysis Procedure: Equivalent Static G1. Reactions and forces indicated are unfactored, Allowable Strength Design loads. G2. If
Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern. Contractor shall bring all discrepancies to the attention of the engineer
immediately. G2. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect immediately for modification of drawings.
G3. All contractors are required to coordinate their work with all disciplines to avoid conflicts. The architectural, mechanical, electrical and plumbing aspects are not in the scope
of these drawings. Therefore, all required materials and work may not be indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents.
Refer to architectural drawings for all dimensions not shown on these drawings. locations, their work with all other disciplines. G4. The contract documents represent the structure only.
They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not
limited to, bracing, shoring, underpinning, etc. McComas Engineering is not responsible for the contractor's means, methods, techniques, sequences or safety procedures during construction.
G5. Notes and details shall take precedence over general structural notes. Where no details or sections are shown, construction shall conform to similar work on the project. Typical
sections and details may not be cut on the plans, but apply unless noted otherwise. G6. Provisions for future expansion: Vertical: None Horizontal: None GENERAL NOTES RC1. All concrete
shall have the following 28 day compressive strengths: LOCATION STRENGTH AIR ENTRAINMENT Wall Footings, Spread Footings: 3000 psi 2% All concrete exposed to freeze/thaw, exterior slabs,
piers, walls, columns, grade beams, concrete exposed to freeze/thaw: 4000 psi 6% Interior slabs on grade, fill for metal deck: 4000 psi Non AE RC2. All reinforcing steel shall be detailed,
supplied and placed in accordance with ACI 315, ACI 318 and CRSI MSP-1. RC3. All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together and conform
to ASTM A-615, Grade 60. RC4. Chamfer edges of exposed concrete 3/4", unless noted otherwise. RC5. Contractor shall make four, 6"x12" test cylinders for each 50 cubic yards of concrete
poured for each days operation. Break 1 at 7 days, 2 at 28 days and retain spare. RC6. All welded wire fabric shall conform to ASTM A185, Fy(min) of 65 ksi. All welded wire fabric laps
shall be 8". RC7. All finished concrete, concrete formwork and falsework shall be in accordance with ACI 301. Contractor is solely responsible for the design and construction of all
formwork, falsework and shoring. RC8. Provide the following coverages over reinforcing: LOCATION Footings: Bottom and Unformed edges 3" Footings: Formed edges and top 2" Slab on grade:
Welded wire fabric Upper Third Fill for Metal Deck: Welded wire fabric Upper Third Reinforcing Steel: Bottom 2" RC9. Provide sleeves for all openings in grade beams or walls to totally
separate pipe from concrete. REINFORCED CONCRETE NOTES (Foundations, Slabs & Walls) SF1. Design Soil Bearing Pressure: Spread Footings 1500 psf Wall Footings 1500 psf (Based on soils
report prepared by Chapter 18 -Table 1804.2 "Allowable Foundation and Lateral Pressure"). SF2. Soil to be stripped, compacted and tested in accordance with the recommendations of the
soils engineer and project specifications. SF3. Footings shall be placed on firm, undisturbed soil or on engineered fill. Engineered Fill: Naturally or artificially graded mixture of
natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch sieve and not more than 12 percent passing a No. 200
sieve. SF4. Slabs shall be placed on compacted, free-draining, frost-free drainage course. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel;
ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be compacted to a minimum dry density
of 95% of the modified Proctor maximum dry density (ASTM-D1557), placed in 6" to 8" lifts. Pea gravel may not be used as fill. Utility trenches and excavations under the foundations
or slabs shall meet the same requirements. See soils investigation report for further recommendations. SF5. If dewatering is required, sumps shall not be placed within the foundation
excavation. SF6. Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to 1 vertical. Maintain a 2 horizontal to 1 vertical slope next to existing foundations
to avoid undermining foundations. SF7. No horizontal joints are permitted in any foundation. Vertical joints are permitted only in wall footings. SF8. Shallow foundations may be earth-formed
where the excavation permits. If earth-forming is used, add 2" to the width and length of all foundations. SF9. The bottom of all foundations shall be a minimum of 36" below final grade.
SHALLOW FOUNDATION AND SLAB ON GRADE NOTES M1. Minimum 28 day compressive strength of concrete masonry units shall be 2800 p.s.i. based on net area of the unit. Specified design compressive
strength of masonry shall be f'm = 2000 p.s.i. All units for exterior walls, loadbearing walls and shear walls shall be normal weight block. M2. All mortar shall be Type S. No admixtures
may used unless approved by architect/engineer. Mortar shall not be used for grouting cores or filling bond beams. M3. All block shall be laid in a running bond pattern. M4. Course grout
shall be used were grouting is required. Slump shall be 8" +/-1". Minimum grout compressive strength shall be 3000 p.s.i. M5. All reinforcing shall be ASTM A615 Grade 60 (Fy=60 ksi).
Lap all reinforcing a minimum of 48 bar diameters. M6. See architectural and specifications for all control joint locations. Reinforcing in bond beams shall be discontinuous at control
joints. M7. Provide ladder type horizontal joint reinforcement at 16" o.c. Side rods and cross rods shall be #9 wire, galvanized, see specifications. Cut joint reinforcement at control
joints. M8. Provide "L" bars at all bond beam corners as required. M9. Fill cores of block solid with grout two full courses below the bearing of all beams or lintels supported on masonry.
M10. All attachments to block shall be made with Hilti HX 1/2" diameter x 3" sleeve anchors, unless noted otherwise. Anchors shall be installed per manufacturer's recommendations. M11.
See typical schedules for masonry and steel lintels not indicated on plans. M12. All masonry units below grade to be grouted solid. M13. Provide ties to all structural steel. M14. All
interior, non-load bearing masonry walls over 12'-0" high, shall be supported on thickened slab as per typical detail. Wall vertical reinforcing shall be #5 @48" OC full height. Unless
noted otherwise. M15. All cores with reinforcing steel shall be grouted solid, full height of wall. MASONRY AND REINFORCED MASONRY NOTES SS1. All structural steel shall conform to the
following: W Shapes ASTM A992, Grade 50. Angles, Channels, Plates, Bars ASTM A36 (Fy=36 ksi) HSS Tubes ASTM A500, Grade B (Fy=46 ksi) HSS Pipes ASTM A500, Grade B (Fy=42 ksi) Anchor
Rods ASTM F1554, Grade 36 SS2. All steel shall be detailed, fabricated and erected in accordance with AISC 360 "ALLOWABLE STRENGTH DESIGN FOR STRUCTURAL STEEL BUILDINGS" and AISC 303
"CODE OF STANDARD PRACTICE", Thirteenth Edition. SS3. All bolted connections shall be made with 3/4" diameter, A325 bolts with nuts and washers, unless otherwise noted. All connections
shall be shear bearing connections tightened to snug-tight condition, unless otherwise noted. All connections shall conform to the LRFD SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM
A325 OR A490 BOLTS. SS4. All shop and field welds shall be made using E70 electrodes or equivalent. SS5. All headed concrete anchors shall be ASTM A108 (Fy=50 ksi), 3/4" diameter x 4"
after welding, unless noted otherwise. SS6. Steel fabricator shall obtain the size and location of all openings for grilles, louvers, etc. before proceeding with the fabrication and
erection of any required frames. SS7. Provide Heckman #129 and #130 channel slot and channel slot anchors at all columns that abut masonry walls, unless noted. SS8. Provide temporary
bracing of the structure until all permanent lateral support is in place. SS9. Structure Stability: The entire roof and/or floor decking materials must be fully erected and connected
to the supporting steel before temporary, erection bracing is removed. SS10. RD = Roof Drain location. Provide steel frame for drains. See other drawings for actual drain type, number,
size, etc. Coordinate with drain contractor. STRUCTURAL STEEL NOTES W1. Species of all wood shall be Spruce-Pine-Fir or Douglas Fir, and as follows: Spruce-Pine-Fir No.1/No.2 Extreme
Fiber Bending: 875 psi Compression Parallel to Grain: 1150 psi Shear Parallel to Grain: 70 psi Modulus of Elasticity: 1,400,000 psi Douglas Fir-Larch (North) No.1/No.2 Extreme Fiber
Bending: 850 psi Compression Parallel to Grain: 1400 psi Shear Parallel to Grain: 180 psi Modulus of Elasticity: 1,600,000 psi Southern Pine No.1/No.2 Extreme Fiber Bending: 1450 psi
Compression Parallel to Grain: 1650 psi Shear Parallel to Grain: 190 psi Modulus of Elasticity: 1,5000,000 W2. All wood, connections and erection shall be in conformance with the current
edition of NFPA National Design Specification. W3. All connectors shall be Simpson Strong-Tie, galvanized, unless otherwise approved by McComas Engineering. W4. All bolts, washers and
nuts shall be carbon steel, unless noted. W5. All nails to be common type or building department approved equal. W6. All sill plates shall be treated with with preservative treatment.
W7. Attach all top plates and sill plates to studs with (2) 16d nails. W8. 2x6 Exterior Wall: 2x6 @16" OC w/double top plate; single treated bottom plate; 5/8" dia X 11" (includes 3"
hook) anchor rods @48" OC. W8. 2x8 Exterior Wall: 2x8 @16" OC w/double top plate; single treated bottom plate; 5/8" dia X 11" (includes 3" hook) anchor rods @48" OC. SAWN LUMBER NOTES
WS1. All sheathing shall be plywood conforming to DOC PS-1 or DOC PS-2 standard. Sheathing shall meet the following minimum requirements: Roof: 5/8" Thickness Exposure 1, Structural
1 Span Rating 24 /0 Square Edge Nailed Floor: 3/4" Thickness Exposure 1, Structural 1 Span Rating 32 /16 Tongue&Groove Edge Glued and Nailed Wall: 1/2" Thickness Exposure 1, Structural
1 Span Rating 16 /0 Square Edge Nailed WS2. Floor sheathing shall Combination Subfloor-Underlayment. WS3. Roof sheathing joints shall be staggered. Provide panel clips for all roof sheathing.
WS4. All sheathing shall have long dimension perpendicular to supports. Provide 1/8" gap for all sheathing joints. WS5. Space all nails 3/8" minimum from panel or supporting member edge.
Nails to penetrate supporting members by 1-5/8" minimum. WS6. Edge of openings through roofs or walls shall be nailed per boundary nailing requirements indicated in typical detail. WS7.
See architectural roof plan to establish all elevations, openings, equipment and other requirements not indicated on structural drawings. WS8. All nails to be coated, common type or
building department approved equal. WOOD SHEATHING NOTES EW1. All manufactured engineered wood listed as been designed using product data from Weyerhaeuser Corporation. Engineered wood
members supplied by other manufacturer's shall meet or exceed the criteria for the designated Weyerhaeuser Corporation product for the span, spacing, and loads indicated in the construction
documents. EW2. All properties listed are for dry-use conditions. EW3. All connectors shall be manufactured by Simpson Strong-Tie Company. EW4. Contractor shall shall provide a complete
installation of Manufactured engineered wood members, including but not limited to, all blocking, stiffeners, and similar items. EW5. Manufactured engineered wood shall be designed by
the supplier to meet the project requirements indicated in the construction documents. Layout and design of members shall be signed and sealed by an Engineer licensed to practice in
the project state, and submitted to McComas Engineering, Inc. for review. EW6. All engineered wood shall be commercial grade. LVL1. Manufactured Laminated Veneer Lumber designated as
LVL shall be supplied with the following minimum material properties, for 12" depths: Extreme Fiber Stress in Bending, Edgewise: 2,600 psi Extreme Fiber Stress in Shear, Horizontal:
285 psi Modulus of Elasticity, Edgewise: 1,900,000 psi PSL1. Manufactured Parallel Strand Lumber designated as PSL shall be supplied with the following minimum material properties, for
12" depths: Extreme Fiber Stress in Bending, Edgewise: 2,900 psi (Beam) Extreme Fiber Stress in Bending, Edgewise: 2,400 psi (Column) Modulus of Elasticity, Edgewise: 2,000,000 psi (Beam)
Modulus of Elasticity, Edgewise: 1,800,000 psi (Column) Extreme Fiber Stress in Shear, Horizontal: 290 psi (Beam) WIJ1. Manufactured Wood I-Joists designated as Wood I-Joists shall be
supplied to meet the minimum loading and depth requirements as indicated on the drawings, and the following: Floor Maximum Total Deflection Span /360 Floor Maximum Live Deflection Span
/480 Roof Maximum Total Deflection Span /240 Roof Maximum Live Deflection Span /360 OWT1. Manufactured Wood Open Web Trusses designated as Open Web Trusses shall be supplied to meet
the minimum loading and depth requirements as indicated on the drawings, and the following: Floor Maximum Total Deflection Span /360 Floor Maximum Live Deflection Span /480 Roof Maximum
Total Deflection Span /240 Roof Maximum Live Deflection Span /360 ENGINEERED WOOD NOTES WT1. Manufactured wood roof trusses shall be designed for the following gravity loads (allowable
stress design), in addition to wind loading: Top Chord Dead & Top Chord Live See General Note G2 Bottom Chord Dead 10 psf (Local Load, not added to Top Chord) Net Wind Uplift 12 psf
WT2. All bolts, washers and nuts shall be carbon steel. WT3. All trusses connector plates shall be galvanized. WT4. All trusses shall be spaced at 24" o.c., unless noted otherwise. WT5.
All standard, hip, valley, scissor, girder and other misc. trusses and supplemental roof framing not shown, shall be designed and provided by the truss manufacturer and contractor. Truss
manufacturer and contractor shall be responsible for the final truss layout. WT6. All truss layouts, profiles and configurations are conceptual. Final layout and design shall be by truss
manufacturer/supplier. WT7. Girder truss design loading shall take into account additional concentrated loads from other trusses. WT8. See architectural drawings for all roof overhangs,
facia heights, etc. WT9. All connectors shall be Simpson Strong-Tie Company, galvanized. All connectors not shown on drawings shall be designed by the truss manufacturer, except the
following: End of Single Truss to Double Top Plate: H1 End of Single Truss to Single Top Plate: H3 WOOD TRUSS NOTES O/O OUT TO OUT OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE
FACE OH OVER HEAD OPNG OPENING OPP OPPOSITE OPP HD OPPOSITE HAND OSB ORIENTED STRAND BOARD OSL OUTSTANDING LEG OVS OVERSIZE HOLE PAF POWDER ACTUATED FASTENER PC PRECAST PL PLATE PLF
POUNDS PER LINEAR FOOT PLYWD PLYWOOD PNL PANEL PROJ PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT PRESSURE TREATED PTN PARTITION R RADIUS
RD ROOF DRAIN REF REFERENCE REINF REINFORCE(D) (ING) (MENT) REQ'D REQUIRED REV REVISION/REVISED RO ROUGH OPENING RRD ROOF RELIEF DRAIN RTN RETURN RTU ROOF TOP UNIT RW RETAINING WALL
SCHED SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SJ SAWCUT JOINT SJI STEEL JOIST INSTITUTE SL SLOPED SPA SPACE(S) SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL SSL SHORT SLOTTED
HOLES STD STANDARD STIFF STIFFENERS STL STEEL STRUCT STRUCTURAL SYMM SYMMETRICAL T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TB TIE BEAM TC TOP CHORD TEMP TEMPERATURE TF TRENCH FOOTING
THK THICK THKS THICKENED SLAB THR'D THREADED TL TOTAL LOAD TOP'G TOPPING TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD w/WITH WD WOOD WO WINDOW
OPENING (MASONRY) WP WORKING POINT WT WEIGHT WWF WELDED WIRE FABRIC ELEVATION TOP AND BOTTOM OF LIST T/"ELEVATION, TOP OF" B/"ELEVATION, BOTTOM OF" T/BB TOP OF BOND BEAM T/BM TOP OF
BEAM T/CONC TOP OF CONCRETE T/F TOP OF FOOTING T/LDG TOP OF LEDGE T/MAS TOP OF MASONRY T/P TOP OF PIER T/SLAB TOP OF SLAB T/STL TOP OF STEEL T/W TOP OF WALL T/GB TOP OF GRADE BEAM T/CAIS
TOP OF CAISSON B/PL BOTTOM OF PLATE B/F BOTTOM OF FOOTING SPECIAL CHARACTERS ° DEGREE ± PLUS OR MINUS ELEVATION Ø DIAMETER AR ANCHOR RODS ABV ABOVE ACI AMERICAN CONCRETE INSTITUTE ADD'L
ADDITIONAL ADH ADHESIVE ADJ ADJACENT AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AFF ABOVE FINISHED FLOOR AGGR AGGREGATE AHU AIR HANDLING UNIT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AISI AMERICAN IRON AND STEEL INSTITUTE ALUM ALUMINUM ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECT ARCH'L ARCHITECTURAL ASTM AMERICAN SOCIETY OF TESTING MATERIALS AWS AMERICAN WELDING
SOCIETY L ANGLE BAL BALANCE BB BOND BEAM B/B BACK TO BACK BC BOTTOM CHORD BD BOARD BLDG BUILDING BLK BLOCK BLW BELOW BM BEAM BOTT BOTTOM BP BEARING PLATE BRDG BRIDGING BRG BEARING BRK
BRICK BS BOTH SIDES BSMT BASEMENT BTWN BETWEEN BUC BUILT UP COLUMN c CAMBER C/C CENTER TO CENTER CANT CANTILEVER CAIS CAISSON CFS COLD FORMED STEEL CJ CONTROL AND/OR CONSTRUCTION JOINT
CL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COORD COORDINATE COMP COMPACTED CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER
CTR'D CENTERED DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD DLT DEEP LEG TRACK DO DITTO DN DOWN DTL DETAIL DWG DRAWING DWL DOWEL EA EACH EE EACH END EF EACH FACE EJ EXPANSION
JOINT ENG ENGINEER ELEV ELEVATION ELECT ELECTRICAL EOD EDGE OF DECK EOS EDGE OF SLAB EQ EQUAL EQUIV EQUIVALENT ES EACH SIDE EW EACH WAY EXIST EXISTING EXP EXPANSION EXT EXTERIOR F/FACE
OF FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLR FLOOR FLG FLANGE FS FARSIDE FTG FOOTING GA GAUGE GALV GALVANIZED GB GRADE BEAM GC GENERAL CONTRACTOR GL GLULAM GR GRADE HC HOLLOW CORE
HD HOLD DOWN HGT HEIGHT HI HIGH HK HOOK HORIZ HORIZONTAL HP HIGH POINT HS HEADED STUD HSS HOLLOW STRUCTURAL SECTION ID INSIDE DIAMETER IF INSIDE FACE INFO INFORMATION INT INTERIOR INV
INVERT JST JOIST JT JOINT K KIP KO KNOCK OUT LB POUND LDG LEDGE LG LONG LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LSL LONG SLOTTED HOLES LONG LONGITUDINAL
LP LOW POINT LVL LAMINATED VENEER LUMBER MAS MASONRY MAT'L MATERIAL MAX MAXIMUM MBM METAL BUILDING MFR MCJ MASONRY CONTROL JT MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM
MISC MISCELLANEOUS MO MASONRY OPENING MOM MOMENT MSW MASONRY SHEAR WALL MSL MEAN SEA LEVEL MTL METAL NO NUMBER NS NEAR SIDE NTS NOT TO SCALE ABBREVIATIONS LIST 1717 East 116th Street,
Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR
DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark
Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET CARMEL,
INDIANA 46032 29164 04-06-10 MPP njh MPP HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION S400 GENERAL NOTES SCHEDULES AND ABBREV SS RO C PROFE . A I GN N I O LA E RE R SA STATE
OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c
T/STL +(SEE PLAN) POCHE REPRESENTS MASONRY WALL P16 F4 P16 F4 T/P -0'-8" T/F -2'-8" HSS6 MW8 T/W -0'-8" WF24 T/F -2'-8" CW8 T/W -0'-8" WF24 T/F -2'-8" COL MARK, SEE SCHEDULE FOR ACTUAL
SIZE, BASEPLATE AND ANCHOR RODS P16 = PIER MARK, SEE SCHEDULE T/P = TOP OF PIER ELEV F4 = COL FTG MARK, SEE SCHEDULE T/F = TOP FTG ELEV CONCRETE MASONRY UNIT WALL (MW) SEE SCHED FOR
SIZE AND REINF T/W = TOP OF WALL ELEV CONCRETE WALL (CW), SEE SCHED SPOT ELEV INDICATES FOR WALL THICKNESS AND REINF TOP OF CONC INDICATES PLAN DETAIL COL GRID, COLUMNS CENTERED ON GRID
INTERSECTION, UNO T/F = TOP OF FTG ELEV CONCRETE WALL FTG (WF), SEE SCHED FOR SIZE AND REINF INDICATES SECTION CUT POCHE REPRESENTS 1 CONCRETE WALL S401 2 S401 INDICATES EDGE OF WALL
FTG INDICATES EDGE OF WALL FTG UNDER FLOOR SLAB 12 HG INDICATES SECTION CUT 1 S401 GIRDER TRUSS JACK TRUSS T3 (3) 2x6 TRUSS T2 @2'-0" OC BUC RIDGE TL5 1/2" x 12" +(12'-0") 12 4 (2) 2x6
4x4 POST T/BRG WALL +(12'-0") 2/S400 BUC 2x12 2x12 GL5 1/8" x 12" INDICATES SHEATHING SPAN AND INFO INDICATES SHEATHING SPAN AND INFO 11 7/8" WOOD JOISTS @16" OC TRUSS T1 @2'-0" OC SLOPE
16k 16k COL GRID, COLUMNS CENTERED ON GRID INTERSECTIONS, UNO INDICATES FRAMING MEMBER AND SPACING INDICATES HEADER BELOW INDICATES BRG WALL BELOW INDICATES FRAMING MEMBER FACTORED REACTION
IN KIPS COLUMN MARK SEE SCHEDULE BEAM SIZE INDICATES PLAN DETAIL INDICATES ROOF SLOPE FLOOR FRAMING ROOF FRAMING INDICATES BUILT UP COLUMN INDICATES OPENING IN FRAMING INDICATES FRAMING
MEMBER SIZE INDICATES FRAMING MEMBER SIZE AND SPACING INDICATES BRG WALL BELOW ELEVATION TAG INDICATES FRAMING MEMBER SIZE AND SPACING INDICATES ROOF OVERBUILD TOP OF BEAM T/CONC -0'-2"
T/CONC -0'-2" T/CONC -0'-0" T/CONC -0'-10" T/CONC -0'-0" SLOPE EXTERIOR SLAB SEE CIVIL THICKENED SLAB CONSTRUCTION OR CONTROL JT EXTERIOR SLAB SEE CIVIL GFK J A J C ARCH SEE ARCH SEE
CMU/CONC WALL CMU WALL CONC RAMP SLAB DEPRESSION OPENING IN SLAB SEE DETAIL H LOWER SLAB COLUMN ISOLATION SEE DETAIL D COLUMN ISOLATION SEE DETAIL E SLAB ON GRADE B NOTE: KEY PLAN ILLUSTRATES
CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS. 2' -0" 2' -0" POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB HAS CURED 1/2" EXP
JT MAT'L COLUMN SLAB CONTROL JT, TYP AT ALL COLUMN LINES VAPOR RETARDER CONC SLAB COMPACTED SUB GRADE COMPACTED GRANULAR FILL T/SLAB +(SEE PLAN) FORMED KEY VAPOR RETARDER CONC SLAB COMPACTED
SUB GRADE COMPACTED GRANULAR FILL T/SLAB +(SEE PLAN) 1/8" SAW N CONTROL JOINT, ALL JOINTS SHALL BE SAWN WITHIN 12 HOURS OF SLAB POUR 4" 13'-0" 1" 5" 15'-0" 1 1/4" 6" 15'-0" 1 1/2" 7"
18'-0" 1 3/4" 8" 20'-0" 2" 9" 24'-0" 2 1/4" 10" 25'-0" 2 1/2" 1'-0" 25'-0" 3" SLAB THICKNESS MAX JT SPACING JOINT DEPTH NOTE: CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM
JOINT SPACING, UNO. POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB HAS CURED 1/2" EXP JT MAT'L COLUMN SLAB CONTROL JT, TYP AT ALL COLUMN LINES 2' -0" TYP
CONC PIER (BELOW) FOUNDATION WALL, SEE FOUNDATION PLAN FOR ACTUAL CONDITION THICKEND PORTION OF OF SLAB TO BE TWICE THE SLAB THICKNESS CALLED (3) #5 CONT OUT ON THE PLANS REINF ALL INTERIOR
MASONRY WALLS OVER 12'-0" HIGH w/#5 @4'-0" OC, UNO 3' -0" #5 x 1'-0" DOWELS, UNO 3'-0" 8" MIN SEE PLAN SEE PLAN SLAB THICKNESS DEPRESSION UP TO T/SLAB +(SEE PLAN) WWF TO CONT THRU DEPRESSED
SLAB AREASEE PLAN FOR LIMITS COMPACTED DRAINAGE FILL PERIMETER INSULATION -SEE ARCH CONC SLAB 1/2" EXP JT MAT'L INTERIOR SLAB EXTERIOR SLAB SLOPE 1/4" GRANULAR FILL T/SLAB +(SEE PLAN)
T/W +(SEE PLAN) #5 x @48" OC 1'-6" 1'-6" PERIMETER INSULATION -SEE ARCH CONC SLAB 1/2" EXP JT MAT'L INTERIOR SLAB EXTERIOR SLAB SLOPE 1/4" GRANULAR FILL T/SLAB +(SEE PLAN) T/W +(SEE
PLAN) #5 x @48" OC 1'-6" 1'-6" #5x3'-0" @12" OC (3) PER DOOR MIN THAN PLAN THICKNESS DEPRESSION GREATER SEEP PLAN SEE PLAN T/SLAB +(SEE PLAN) #3 x @12" OC 9" CONC SLAB 9" #3 CONT COMPACTED
DRAINAGE FILL CONC SLAB 2 1 T/SLAB +(SEE PLAN) 8" MIN T/SLAB +(SEE PLAN) T/SLAB +(SEE PLAN) 1/2" EXP JT MAT'L CONC SLAB CMU/CONC WALL 8" TYP 1' -0" TYP THICKNESS 2x SLAB 1' -0" TYP 8"
8" TYP THICKNESS 2x SLAB T/STL +(SEE PLAN) T/STL +(SEE PLAN) CONC SLAB KEY METAL CONSTUCTION JOINT COMPACTED DRAINAGE FILL CONC SLAB KEY METAL CONSTUCTION JOINT TYP SLAB CONSTRUCTION
JT TYP SLAB CONTROL JT SCALE: TYPICAL
CONCRETE SLAB JOINTS NTS A SCALE: TYPICAL THICKENED SLAB NTS B SCALE: TYP CONCRETE RAMP DETAILS NTS C TOP OF RAMP BOTTOM OF RAMP SCALE: TYP COLUMN ISOLATION JOINT NTS D SCALE: TYP COLUMN
ISOLATION JOINT NTS E SCALE: TYP SECTION AT ENTRY NTS F SCALE: TYP SECTION AT EXTERIOR SLAB NTS G SCALE: TYP DEPRESSED SLAB SECTIONS NTS J SECTION SECTION SCALE: TYP EXPANSION JT AT
WALL NTS K ADDITIONAL #4x1'-6" @EACH CORNER ADDITIONAL (4) #4x1'-6" OPENING IN SLAB 1 1/2" CLR (TYP) LIMITS OF SLAB REINFORCING SCALE: TYP SLAB ON GRADE OPENING NTS H 1717 East 116th
Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING
INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions
Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET
CARMEL, INDIANA 46032 29164 04-06-10 MPP njh MPP HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION S401 LEGENDS AND SCHEDULES SCALE: NTS FOUNDATION PLAN LEGEND SCALE: NTS FRAMING
PLAN LEGEND COLUMN FOOTING SCHEDULE (SQUARE) Ftg Mark Footing Size Reinf Each Way Width Length Thickness No. Size Remarks F11 3' -8" 5' -0" 1' -0" 0 (5) #5 TRANS (4) #5 LONG F12 5' -0"
10' -0" 2' -0" 0 (9) #7 TRANS (6) #7 LONG COLUMN SCHEDULE Col Mark Size Base Plate Size Anchor Rods Thickness Width Length Quantity Size Material (3) 2x6 HSS5 HSS5x5x.250 3/4" 11" 6"
2 3/4" A36 MASONRY WALL SCHEDULE Wall Mark Type Horiz Wall Reinf Vertical Wall Reinforcing Size Spa. Location MW8 8" CMU See Note 3 #5 4' -0" Center PIER SCHEDULE Pier Pier Mark Pier
Size Pier Vert Reinforcing Width Length Quantity Size P16 1' -4" 1' -4" 4 #6 WALL FOOTING SCHEDULE Ftg Mark Footing Size Longitudinal Reinf Transverse Reinf Width Thickness No. Size
Size Spa. Remarks WF24 2' -0" 1' -0" 3 #5 Wall Footing Schedule Notes: 1. Reinforcing clearance at bottom and sides of footings = 3" 2. Use concrete brick of CRSI Class 3, CHCP wire
bar supports @36". Column Footing Schedule (Square) Notes: 1. Reinforcing clearance at bottom and sides of footings = 3" 2. Use concrete brick of CRSI Class 3, CHCP wire bar supports
@36". Masonry Wall Schedule Notes: 1. Provide 2" concrete cover from outside face for bars in each face. 2. Grout all cores with rebar solid, unless solid grouted wall is shown. 3. Provide
ladder type horizontal reinforcement at 16" oc. Side and cross rods shall be #9 wire, galvanized, see specifications. Cut joint reinforcement as control joints. Column Schedule Notes:
1. See typical details for column base construction. Pier Schedule Notes: 1. Provide 1 1/2" concrete cover over ties. 2. See typical pier elevation for tie and vertical bar placement.
3. Provide CRSI Typ Bar Bend No T5 ties for all vertical face bars, if there are more than for vertical bars in pier. SCALE: NTS TYPICAL SLAB ON GRADE KEY PLAN CONCRETE WALL SCHEDULE
Wall Mark Width Horiz Reinforcing Vert Reinforcing Dowel Reinforcing Size Spa. Size Spa. Size Spa. Location CW8 8" #5 1' -0" #5 1' -0" #5 1' -0" Center CW12 1' -0" #5 1' -0" #5 1' -0"
#5 1' -0" Ea Face Concrete Wall Schedule Notes: 1. Provide 1 1/2" concrete cover, typical uno. 2. Provide wheel spacers or CRSI Typ Bar Bend T% at 36" each way to assure adequate concrete
cover. 3. See sections and details for all bars not included in schedule. SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c BEARING
PLATE SCHEDULE Mark Remarks BP1 Bearing Plate Schedule Notes: 1. Hold bearing plate back 1/2" from face of wall. 2. Provide (2) 1/2"x6" headed anchors for masonry bearing, uno. 3. Provide
(2) 3/4"x8" headed anchors for concrete bearing, uno. Size (TxWxL) 3/8" x 9" x 6"
COLUMN ANCHOR RODS WITHIN TIES CONC PIER PIER VERT REINF SEE SCHEDULE CONC FTG T/P +(SEE PLAN) 3" ' -2" 2" #3 TIES @12" OC ' -' -SEE PLAN SEE PLAN 2" CLR PIER VERT REINF SEE SCHEDULE
TIE A SECTION A T/F -(SEE PLAN) PLACE TIE IN FTG FOR DOWEL ALIGNMENT ' -' -SEE PLAN SEE PLAN 2" CLR PIER INTEGRATED w/WALL WALL HORIZ CONT THROUGH PIER REINF CMU (MW) OR CONC (CW) -SEE
PLAN T/F -(SEE PLAN) T/F -(SEE PLAN) CONC WALL FTG (WF) PILASTER w/(4) #6 VERTICAL & #3 TIES @12" OC 1' -0" MIN (4) #6 DOWELS CONC WALL FTG (WF) T/PILASTER = BOTT/F ABOVE -(SEE PLAN)
CONC WALL (CW) -SEE PLAN & SCHEDULE SEE PLAN DETAIL "A" ' -MATCH FTG WIDTH ABOVE SEE PLAN SEE PLAN 1' -0" MIN CENTERLINE OF FTG AA (2) #5 x CONC WALL (CW) 2'-0" 2'-0" 4" 1' -0" 5'-0".
9" 8" 1' -0" SILL ANGLE -L6x6x1/2" (4) #5 HORIZ #6 @12" OC, EW, T&B HYDRAULIC SHAFT OPNG 3" CLR RX WATERSTOP GRANULAR FILL CONC SLAB L5x3x1/4" (LLV) w/1/2"Øx4" HS @2'-0" OC T/SLAB +(SEE
PLAN) T/ELEV SLAB +(SEE PLAN) VERIFY w/ELEVATOR SUPPLIER #5 x 1'-0" @12" OC, CENTER IN WALL #5 x @12" 12" OC 1" CLR 8" 5/16 4-12 CMU WALL BEYOND #5 DOWEL -MATCH WALL REINF SPACING 2'-0"
2'-0" ELEVATOR WALL ELEVATOR SLABREINF TO MATCH PIT SLAB ' -' -' -SLAB DEPTH COORD COORD ELEVATOR SLAB 1 1 SUMP PIT, COORD SIZE, DEPTH AND LOCATION w/ELEVATOR SUPPLIER T/SLAB +(SEE PLAN)
SECTION A-A SUMP PIT, COORD SIZE, DEPTH AND LOCATION w/ELEVATOR SUPPLIER ELEVATOR WALL ELEVATOR SLAB ISOMETRIC OF SUMP PIT A A SEE SCHEDULECORE FILLED SOLID WITH FINE GROUT VERTICAL
REINF (CONT THRU BOND BEAM) CONCRETE MASONRY REGULAR OR KNOCKOUT BOND BEAM UNITS NOTE: BOND BEAM REQUIRED AT 8'-0" MAXIMUM VERTICAL SPACING UNLESS NOTED OTHERWISE OPEN BLOCK CMU WALL
(RUNNING BOND PATTERN) CMU WALL VERT REINFORCING HORIZ REINFORCING A TYPICAL CORNER B TYPICAL INTERSECTION ALTERNATE LEG DIRECTION OF INTERSECTION BARS CMU WALL HORIZ REINFORCING VERT
REINFORCING OPEN BLOCK CMU WALL (RUNNING BOND PATTERN) #4 x @8" OC 24" 24" #4 x @8" OC 24" 24" 8" (MIN) 24" LAP BOND BEAM AT TOP WALL STEEL LINTEL BEARING PLATE (TYP) MASONRY OPENING
8" DEEP BOND BEAM (OMIT AT DOOR OPENING) 8" (TYP) 8" DEEP BOND BEAM (OMIT AT DOOR OPENING) MASONRY OPENING PRECAST LINTEL VERTICAL REINF TO MATCH WALL REINF BOND BEAM AT TOP WALL REINFORCING
GROUT (2) CORES ES MASONRY OPNG @GABLE END WALL CFS FRAMING SHEATHING HOHMANN&BARNARD DW-10 SCREW ON SINGLE ANCHORS WITH VEE WIRE TIE (5" LONG) NOTE: ONE VENEER TIE REQ'D FOR EVERY 2
SQFT OF VENEER 16" OC, TYP STUD SPA 18" MAX, SEE NOTE T/F +(SEE PLAN) T/F +(SEE PLAN) 1' -0" MATCH FOOTING REINF IN SIZE AND NUMBER REQ'D 2'-0" 2'-0" FTG REINF FTG REINF 2 1 ' -2'-0"
MAX 2x BOTTOM PLATE w/1/2"Ø HILTI KWIK BOLT III @4'-0" OC w/3" MIN EMBED 2x STUD WALL #5 @36" OC TRANS (3) #5 CONT 1' -0" 2' -0" STUD WALL EXISTING CONC SLAB NEW CONC SLAB #5x1'-8" @12"
OC -USE HILTI HVA ADHESIVE CARTRIDGE TO BOND BAR TO EXISTING SLAB COAT WITH BONDING AGENT NEW CONC SLAB 8" T/SLAB +(SEE PLAN) 1717 East 116th Street, Suite 200 Carmel, Indiana 46032
Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND
SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number
Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET CARMEL, INDIANA 46032 29164 04-06-10
MPP njh MPP HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION S402 SECTIONS AND DETAILS SCALE: 3/4" = 1'-0" S402 TYPICAL PIER ELEVATION 1 SCALE: NTS S402 TYPICAL PILASTER SECTION
2 SCALE: NTS S402 ELEVATOR PIT DETAIL 3 SCALE: NTS S402 TYP ELEVATOR SUMP 4 SCALE: NTS S402 TYPICAL BOND BEAM 5 SCALE: NTS S402 TYP BB CORNER BAR DETAIL 6 SCALE: NTS S402 TYP MASONRY
WALL OPENING 7 SCALE: NTS S402 VENEER ANCHOR DETAIL 8 SCALE: 3/4" = 1'-0" S402 TYP TOP OF FOOTING STEP 9 SCALE: 3/4" = 1'-0" S402 SECTION 10 SCALE: 3/4" = 1'-0" S402 NEW TO EXIST CONC
SLAB 11 SS RO C PROFE . A I GN N I O LA LA E RE R SA STATE OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c
' -' -BASEPLATE -SEE SCHEDULE 1/4" LEVELING PLATE 3/4" NON-SHRINK, NON METALLIC GROUT COLUMN SEE SCHEDULE SEE SCHEDULE PLAN ANCHOR RODS T/SLAB, PIER WALL OR FTG 3/4"Ø 1 1/2"Ø ANCHOR
ROD EDGE DISTANCE 7/8"Ø 1 3/4"Ø 1"Ø 2"Ø 1 1/8"Ø 2 1/4"Ø 1 1/4"Ø 2 1/2"Ø 1 1/2"Ø 3"Ø 2"Ø 4"Ø 3/4"Ø 1 1/16"Ø ANCHOR ROD HOLE DIAMETER 7/8"Ø 1 3/16"Ø 1"Ø 1 1/2"Ø 1 1/8"Ø 1 5/8"Ø 1 1/4"Ø
1 3/4"Ø 1 1/2"Ø 2"Ø 2"Ø 2 1/2"Ø 8" 8" 1' -0" 1' -4" 1' -6" 3" 3" 1/2"Ø 3/4"Ø or 7/8"Ø 1"Ø 1 1/8"Ø or 1 1/4"Ø 1 1/2"Ø or 2"Ø ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD T/SLAB,
PIER WALL OR FTG 8" FOR CONCRETE 6" FOR MASONRY PL 3/4"x4"x4" w/NUT PL 3/4"x4"x4" w/NUT NOTES: 1. SEE SCHEDULE OR SECTIONS FOR REQUIRED ANCHOR ROD SIZE AND SPACING. 2. PROVIDE NUTS AND
WASHERS FOR ALL ANCHOR RODS. CAP PLATE BEAM COLUMN 3/8" SHEAR TAB 3/4"Ø BOLT (4 TOTAL) 3/4" BRG STIFFENER (ONE EA SIDE OF WEB) TYP d/2 3/4" THICK CAP PLATE (TYP) COLUMN BEAM BEAM T/STL
+(SEE PLAN) 2 1/2" 4" MIN 1/2" MAX CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN 3" 1/4 TYP 3/16 MIN GLULAM OR BUILT UP BEAM TOP PLATE (4) 16d NAILS ADDITIONAL 2x BUILT-UP COLUMN 6" 6" 6"
2 1/2" 6” 6” 6” MATCH STUD WALL 2x MATCH STUD WALL NAIL DRIVEN FROM OTHER SIDE NAIL DRIVEN FROM THIS SIDE NOTE: ALL NAILS ARE 12d PLYWOOD FILLER AS REQ’D TO MATCH STUD WALL THICKNESS
TYPICAL BUILT-UP COLUMN TYPICAL BUILT-UP BEAM 1” TYP DOUBLE TOP PLATES STUD FRAMING 6' -0" 16d NAILS @6" OC 12d NAILS @12” OC 12d NAILS @12” OC SPLICE SPLICE FRAMING ELEVATION (2) ROWS
OF PLYWOOD EDGE NAILING -SEE 9/S403 DOUBLE TOP PLATE SHEATHING EDGE NAILING SHEATHING -SEE SCHEDULE SHEAR WALL TO UNDERSIDE OF ROOF SHEATHING TRUSS 4'-0" MAX AB SPACING 1'-0" MAX FROM
END OF SHEAR WALL HOLD DOWN SEE PLAN IF REQ'D #10 @4" AROUND PERIMETER OF PANEL FOUNDATION NOTES: 1. ALL PLYWOOD SHALL BE 1/2", APA RATED SHEATHING C-D, EXPOSURE 1 MINIMUM. 2. ORIENTED
STRAND BOARD (OSB) WITH APA RATING MAY BE USED. 3. SHEATHING SCREWS TO BE SELF TAPPING -BUGLE HEAD SCREWS SHEATHING/METAL STUD WALL TOP PLATE OR BLOCKING @PANEL EDGE TYPICAL @ALL PANEL
EDGES #10 SCREWS @12" OC IN FIELD OF PANEL ' -4x8 SHEATHING SHEAR WALL SEE PLAN WD ROOF OR FLOOR FRAMING MEMBER PERIMETER BLOCKING OR WALL BELOW SHEATHING EDGES PANEL CLIPS BTWN SUPPORTS
(TYP) NAILING SCHEDULE LOCATION FASTENING REMARKS 1 EDGE 10d @6" OC 2 FIELD 3 SHEAR WALL 10d @12" OC (2) 10d @6" OC 1 3 2 UNBLOCKED DIAPHRAM PERIMETER BLOCKING OR WALL BELOW PLAN LEGEND
PLAN SYMBOL FOR STRAIGHT RUN ACTUAL CONSTRUCTION STRAIGHT RUN PLAN SYMBOL FOR CORNER CONDITION ACTUAL CONDITION STRAIGHT RUN HD HD HD HD SW_ SW_ HD HD HD BLOCKING AT ALL PANEL EDGES
STUD SIZE END POST SHEATHING FASTENERS HOLDDOWN ANCHOR RODS FRAMING ELEVATION HOLDDOWN SCHEDULE MARK TYPE UPLIFT CAPACITY ANCOR RODS REMARKS HD1 HD2 HD3 HDU2-SDS2.5 HDU4-SDS2.5 HDU4-SDS2.5
635 LBS 2697 LBS 2055 LBS 2215 LBS 3285 LBS 3285 LBS 5/8"Ø 5/8"Ø 5/8"Ø HOLDDOWN NOTES: 1. All uplift forces are allowable stress design combinations. 2. All holddown types and capacities
are manufactured by Simpson Strong-Tie. MARK STUD SIZE END POST SHEATHING FASTENERS @PANEL EDGES ANCHOR RODS ALLOW SHEAR HOLDDOWN REMARKS SHEAR WALL SCHEDULE SW1 SW2 SW3 SW4 SW5 2x6
2x6 2x8 1 3/4x5 1/2 1 3/4x5 1/2 DOUBLE STUD DOUBLE STUD DOUBLE STUD (4) PLY (5) PLY 15/32" EXT FACE 15/32" EXT FACE 15/32" EXT FACE 15/32" EXT FACE-OS 15/32" INT FACE 10d @6" OC 10d
@3" OC 5/8"Ø @48" OC 5/8"Ø @48" OC 5/8"Ø @24" OC 5/8"Ø @24" OC 5/8"Ø @24" OC 340 plf 340 plf 340 plf 665 plf HD1 HD2 HD3 HD4 HD5 "X" OVER 1x4 OS -Let-In Brace SHEAR WALL NOTES: 1. All
stud spacing is 16" oc, unless noted otherwise. 2. All sheathing is Exposure 1/Structural 1, unless noted otherwise. 3. Fastener spacing applies to all panel edges, provide fastener
spacing at 12" oc in field of panel at intermediate supports. 4. Multi-ply end posts shall match stud size. 5. If anchor rod size and spacing is not indicated, provide 1/2"Ø anchor rods
at 48" oc. 6. Attach Let-In Strap @each Crossing Stud. HD4 HDU11-SDS2.5 6007 LBS 6865 LBS 1"Ø HD5 HDU11-SDS2.5 7941 LBS 8045 LBS 1"Ø 10d @3" OC 10d @6" OC 10d @6" OC RUN VERT STUD PAST
LINTEL AS SHOWN SEE TYPICAL BUILT-BUILT-UP MEMBERS (BEAM) FOR NAILS (2) 16d AS SHOWN (2) 16d TOENAILS, EA SIDE, EA END SEE TYPICAL BUILT-UP MEMBERS STUD FRAMING (COLUMN) FOR NAILS STUD
FRAMING HEADER -SEE SCHEDULE BELOW ROUGH OPENING HEADER 2x4 WALL HEADER ALL OTHER WALLS NON -BEARING WALL BEARING WALL UP TO 3’-0” 3’-0” TO 5’-0” 5’-0” TO 7’-0” 7’-0” TO 9’-0” (2) 2x6
(2) 2x6 (2) 2x8 (2) 2x10 (3) 2x6 (3) 2x6 (3) 2x8 (3) 2x10 UP TO 3’-0” 3’-0” TO 5’-0” 5’-0” TO 7’-0” 7’-0” TO 9’-0” (2) 2x6 (2) 2x8 (2) 2x10 (2) 2x12 (3) 2x6 (3) 2x8 (3) 2x10 (3) 2x12
OPENING ELEVATION ROUGH OPENING SHEATHING EXIST SHEATHING EXIST TRUSS 2x CANT STRIP SEE PLAN 12 2x4 T&B PLATE 2x4 STUDS @16" OC DIAGONAL BRACING STRAP/SHEATHING ACROSS FACE OF ALL 2x4
STUDS -STUD STRAPPING TO BE FASTENED @EACH STUD w/(1) TEK SCREW BEARING WALL CONTRACTOR OPTION SHEATHING SIMPSON HANGER @EACH OUTLOOKER SIMPSON H1 HOLDDOWN @EACH OUTLOOKER 2x OUTLOOKER
DOUBLE TOP PLATESHEATHING CONTRACTOR OPTION: 2x6 TOP CHORDED TRUSS AND/OR 2x6 LEDGER ATTACHED TO TRUSS T/CHORD WOOD TRUSSES BOTTOM WALL WALL PLATE WALL DOUBLE TOP PLATE CONT 3/4"Ø THROUGH
BOLT w/WASHERS @48" OC DROP DOWN END TRUSS SHEATHING SIMPSON HANGER @EACH OUTLOOKER SIMPSON H1 HOLDDOWN @EACH OUTLOOKER 2x OUTLOOKER SHEATHING CONTRACTOR OPTION: 2x6 TOP CHORDED TRUSS
AND/OR 2x6 LEDGER ATTACHED TO TRUSS T/CHORD WOOD TRUSSES WALL DOUBLE TOP PLATE CONT SIMPSON DTC ROOF TRUSS CLIPS @48" OC 2x4 BOTTOM CHORD BRACING @PANEL POINT ROOF SHEATHING -SEE PLAN
MFG STEP TRUSS ROOF SHEATHING SIMPSON VTC2-TRUSS CLIP AT EACH END OF TRUSS w/TYP SPACING 6'-0" BETWEEN ROOF TRUSS/FRAMING SEE PLAN 12 CONTRACTOR'S OPTION 1717 East 116th Street, Suite
200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN
CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date
Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET CARMEL, INDIANA
46032 29164 04-06-10 MPP njh MPP HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION S403 SECTIONS AND DETAILS SCALE: NTS S403 COLUMN BASE DETAIL 1 SCALE: NTS S403 TYPICAL ANCHOR
ROD DETAILS 2 SCALE: NTS S403 TYP STL BEAM CONNECTION 3 SCALE: NTS S403 TYPICAL BEAM BEARING 4 SCALE: NTS S403 TYPICAL BUILT UP MEMBERS 5 SCALE: NTS S403 TYP DBL TOP PLATE SPLICE 6 SCALE:
NTS S403 SHEAR WALL AT ROOF 7 SCALE: NTS S403 TYP PLYWOOD SHEARWALL 8 SCALE: NTS S403 ROOF/FLR NAILING PATTERN 9 SCALE: NTS S403 HOLDDOWN PLAN LEGEND 10 SCALE: 1/2" = 1'-0" S403 TYPICAL
BEAM BEARING 11 SCALE: 3/4" = 1'-0" S403 STUD WALL AT ROOF OB 12 SCALE: 3/4" = 1'-0" S403 END WALL CONSTRUCTION 14 SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No.
A ENI R M IE D E GN T S E Y MOCD E c SCALE: 3/4" = 1'-0" S403 TYP STEP TRUSS @ROOF OB 13
T/F +97' -4" T/BRICK LEDGE +(SEE ARCH) T/SLAB +100' -0" 7 1/4" 4 3/4" SHEATHING VENEER -SEE ARCH GROUT SOLID WALL FTG (WF) PERIMETER INSUL -SEE ARCH 2x8 WOOD STUDS @16" OC SLAB 1/2"
EXP JT MAT'L 2x CONT TREATED PLATE w/5/8"Ø x @2'-8" OC 8" 3" CONC WALL (CW) 5 1/2" 6 1/2" 2x6 WOOD STUDS @16" OC SEE 1/S404 FOR BALANCE OF INFO A.16" 6" T/BRICK LEDGE +(SEE PLAN) T/SLAB
+89' -6 3/8" T/F +89' -0 3/8" SLAB VOLCLAY WATERSTOP -3" DOWN FROM TOP WALL FTG (WF) CONC WALL (CW) JOIST 2x6 WOOD STUDS @16" OC w/CONT BOTTOM PLATE SHEATHING VENEER -SEE ARCH 2x BLOCKING
SHEATHING 2x6 CONT TREATED PLATE w/5/8"Ø x @2'-8" OC 8" 3" 2 1/2" 6" 1' -0" 2 5/8" 8" T/W +99' -4" ELEVATOR SHAFT T/SLAB +100' -0" CONC WALL (CW) KEY #5 @48" OC x 6'-0" (3'-0" EMBED)
CMU WALL (MW) SLAB #5 x @12" OC 4 5/8" 3'-0" 3'-0" 2 JOIST SHEATHING 2x WOOD STUD @16" OC #5 x @12" OC SLAB 8" CONC WALL (CW) SLAB VOLCLAY WATERSTOP -3" DOWN TFROM TOP T/SLAB +89' -6
3/8" T/SLAB +100' -0" T/W +99' -4" 2x6 CONT TREATED PLATE w/5/8"Ø x @2'-8" OC 8" 3" STEPPED FTG KEY 3'-0" 3'-0" 4 5/8" 1' -0" 6" A 1 S301 1' -0" ELEVATOR 1' -0" T/F +89' -0 3/8" T/F
+87' -6 3/8" T/F +86' -0 3/8" T/F +84' -6 3/8" PILASTER 2 1 WALL FTG (WF) STEP FTG WALL FTG (WF) PILASTER 5 S404 A.1 T/SLAB +100' -0" T/F +97' -4" T/F +89' -0 3/8" 2' -0" (3) #5 CONT
DRILL AND SET #5 x 2'-6" @12" OC w/HILTI HIT-HY150 MAX EPOXY ADHESIVE TO BOND TO EXIST FOOTING 2x6 STUD @16" OC w/CONT BOTTOM PLATE VOLCLAY WATERSTOP -3" DOWN FROM TOP SLAB CONTROL JOINT
EXIST BASEMENT WALL EXIST BASEMENT SLAB EXIST FOOTING APPLY BONDING AGENT TO ALL SURFACES ADJOINING NEW CONC 2x BOTTOM PLATE w/1/2"Ø HILTI KWIK BOLT III @4'-0" OC w/3" MIN EMBED MIN
7" 1' -0" 6" 1 3' -8" 1' -0" T/F +89' -0 3/8" TRANSVERSE REINF -DOWELED INTO EXIST (4) LONG REINF TYPICAL: DRILL AND SET #5 @12" OC w/HILTI HIT-HY150 MAX -EPOXY ADHESIVE TO BOND TO EXIST
FOOTING (7" EMB) EXIST FTG EXIST BASEMENT WALL PIER (P) PIER DOWEL w/7" EMBED @24" OC VERT TYPICAL: APPLY BONDING AGENT TO ALL SURFACES ADJACENT TO NEW CONC MIN 7" +138' -0" B/BM +136'
-9 1/4" TRUSS BRG BRG MFR WOOD TRUSS BOTTOM CHORD 6" FIRE RATED ASSEMBLY 8" BOND BEAM w/(2) # 5 CONT 2x4 LEDGER w/1/2"Ø SLEEVE ANCHOR @24" OC 1717 East 116th Street, Suite 200 Carmel,
Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING
LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project
Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET CARMEL, INDIANA 46032 29164 04-06-10
MPP njh MPP HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION S404 SECTIONS AND DETAILS SCALE: 3/4" = 1'-0" S404 SECTIONS 1 SCALE: 3/4" = 1'-0" S404 SECTION 2 SCALE: 3/4" = 1'-0"
S404 SECTIONS 3 SCALE: 3/4" = 1'-0" S404 SECTION 4 SCALE: 3/4" = 1'-0" S404 SECTION 5 SCALE: 3/16" = 1'-0" S404 FOUNDATION WALL ELEVATION 6 SCALE: 3/4" = 1'-0" S404 SECTION 7 SCALE:
1" = 1'-0" S404 SECTION 8 SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c SCALE: 1" = 1'-0" S404 SECTION 9
+112' -4 5/8" 1 2x6 BRG WALL SHEATHING 2x6 BRG WALL 2x JOISTS +112' -4 5/8" 8" BOND BEAM w/(2) #5 CONT SHEATHING LEDGER ATTACHMENT @ELEVATOR INTO WOOD 1/2" Ø LAG BOLT INTO MASONRY 1/2"Ø
HILTI HIT (FASTENERS SPACED AS 5/S403) SIMPSON LB HANGER @EA JOIST (2) 2x LEDGER ELEVATOR SHAFT ELEVATOR DOOR OPENING (BEYOND) +100' -0" SHAFT WALL FRAMING ATTACH FIRST PLY OF LEDGER
TO EACH STUD w/(3) 16d NAILS. APPLY SECOND PLY w/16d NAILS AS SHOWN ON 5/S403 SHEATHING JOIST SIMPSON LB HANGER @EACH JOIST (2) 2x LEDGER T/FIRST FLOOR +112' -4 5/8" 8 12 TRUSS BRG SHEATHING
EXTERIOR STUD WALL T/SLAB +111' -7 7/8" SIMPSON TC28 @EA TRUSS SHEATHING 1' -4" 2x FASCIA 2x FRAMING 2x LEDGER ATTACHED @EA STUD w/(3) 16d NAILS -PLATFORM FRAMING JUNG FROM LEADER w/SIMPSON
JB28 HANGER SHEATHING MFG TRUSS +112' -4 5/8" TRUSS BRG EXTERIOR STUD WALL 8 12 SHEATHING SHEATHING 1' -4" 2x FASCIA SIMPSON H1 @EA TRUSS MFR TRUSS +138' -0" 2 12 12 SHEATHING MFG WOOD
TRUSS EXTERIOR STUD WALL 1' -4" 2x FASCIA TRUSS BRG SIMPSON H1 @EA TRUSS +138' -0" 2 12 12 12 SHEATHING MFG WOOD TRUSS EXTERIOR STUD WALL 1' -4" 2x FASCIA TRUSS BRG 8" BOND BEAM w/(2)
#5 CONT SIMPSON LTA1 @EA TRUSS +112' -4 5/8" B SHEATHING STUD BLOCKING @16" OC SHEATHING VENEER -SEE ARCH 2x6 EXT WALL 2x6 PLATE 2x JOIST 8" STRAP -SEE 12/S405 +112' -4 5/8" 2 SHEATHNG
CANT LEDGER (BEYOND) SIMPSON HOLD DOWN (TYPICAL) 2x BEARING WALL +112' -4 5/8" 2 BRICK BRG +110' -0" SHEATHING 2x6 EXT WALL ROOF TRUSSES SHEATHING VENEER -SEE ARCH 2x6 EXT WALL 2x JOISTS
(2) 2x6 TOP PLATE 2x6 BOTTOM PLATE w/2x6 STUD BLOCKING @16" BTWN JOIST 8" 7 1/2" 1/2" 11" 11" STRAP -SEE 12/S405 +112' -4 5/8" A.1 A BRICK BRG +110' -0" 2x6 EXT WALL SHEATHING VENEER
-SEE ARCH 2x RIM BOARD (2) 2x6 TOP PLATE w/2x6 BOTTOM PLATE SHEATHING 2x JOIST SIMPSON HOLD DOWN (TYP) 2x6 EXT WALL ARCH VENEER 1 1/8" 11" 1 1/4" 8 1/4" 2x6 STUD BLOCKING @16" OC 8"
1/4"x1" STRAP @2'-0" OC -SET BACK 1/2" FROM EDGE OF PLATE +123' -9 1/4" 1 VENEER -SEE ARCH SHEATHING BRICK SUPPORT 2x6 BEARING WALL SHEATHING 2x6 BEARING WALL SIMPSON HOLD DOWN @EA JOIST
JOIST DEMO CORNICE TRIM TO ALLOW BRICK BEARING 2 1/2" BRICK BRG +124' -0" EIXST WALL CONTRACTOR TO CERIFY SITE CONDITIONS PRIOR TO REMOVAL OF RAFTER TAIL/BEARING +112' -4 5/8" 1 SHEATHING
2x6 BEARING WALL SHEATHING JOIST LVL BEAM EXISTING WALL EXISTING CMU TO BE REMOVED 3/8" PLATE CONT ACROSS OPENING C8x11.5 3/4"Ø THRU BOLT -SEE ELEVATION FOR SPACING REMOVE EXISTING -SEE
ARCH 1/4 2-12 TYP EACH SIDE 3" 3" 6" 6" 1' -0" CHANNEL B/PLATE +(SEE ARCH) 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com
McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS,
INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn
By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET CARMEL, CARMEL, INDIANA 46032 29164 04-06-10 MPP njh MPP HAMILTON COUNTY PARKS, INC. COXHALL
MANSION RENOVATION S405 SECTIONS AND DETAILS SCALE: 1" = 1'-0" S405 SECTION 1 SCALE: 1" = 1'-0" S405 SECTION 2 SCALE: 1" = 1'-0" S405 SECTION 3 SCALE: 1" = 1'-0" S405 SECTION 4 SCALE:
1" = 1'-0" S405 SECTION 5 SCALE: 1" = 1'-0" S405 SECTION 6 SCALE: 1" = 1'-0" S405 SECTION 7 SCALE: 1" = 1'-0" S405 SECTION 10 SCALE: 1" = 1'-0" S405 SECTION 11 SCALE: 1" = 1'-0" S405
SECTION 13 SCALE: 1" = 1'-0" S405 SECTION 12 SCALE: 1" = 1'-0" S405 SECTION 8 SCALE: 1" = 1'-0" S405 SECTION 9 SCALE: 3/4" = 1'-0" S405 SECTION 14 SS RO C PROFE . A I GN N I O LA E RE
R SA STATE OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c
MODEL VIEWS ARE FOR REFERENCE ONLY. NOT ALL STRUCTURAL MEMBERS ARE SHOWN. REFER TO THE ENTIRE SET OF CONSTRUCTION DOCUMENTS. 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural
Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317)
844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale:
Quality Assurance: Checked By: Drawn By: CERTIFIED BY: ARCHITECTURE AS NOTED 5/19/2010 CONSTRUCTION SET 2020 WEST 116TH STREET CARMEL, INDIANA 46032 29164 04-06-10 MPP njh MPP HAMILTON
COUNTY PARKS, INC. COXHALL MANSION RENOVATION S600 MODEL VIEWS SCALE: NTS S600 OVERALL MODEL 1 SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. A ENI R M IE D E
GN T S E Y MOCD E c
ACT ACOUSTICAL TILE AD AREA DRAIN ADA AMERICAN WITH DISABILITIES ACT ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AL ALUMINUM ANOD ANODIZED APPROX. APPROXIMATELY BD BOARD BTWN BETWEEN BLDG
BUILDING BLK BLOCK, BLOCKING BM BENCHMARK BSMT BASEMENT BUR BUILT-UP CAB CABINET CPT CARPET CB CATCH BASIN CJ CONTROL JOINT CL CENTER LINE CLG CEILING CMU CONCRETE MASONRY UNIT CO CLEAN
OUT COL COLUMN CONC. CONCRETE CONT. CONTINUOUS CP CEMENT PLASTER CT CERAMIC TILE CU CUBIC DEMO DEMOLITION DIA DIAMETER DIM DIMENSION DF DRINKING FOUNTAIN DN DOWN DS DOWN SPOUT DWG DRAWING
EA EACH EL ELEVATION ELEC. ELECTRIC ELEV. ELEVATION EP EPOXY EQ EQUAL EQUIP. EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EJ EXPANSION JOINT FD FLOOR DRAIN FDN FOUNDATION FE FIRE
EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FHC FIRE HOSE CABINET FLR FLOOR FT FEET GA GAUGE, GAGE GALV GALVANIZED GB GYPSUM BOARD GL GLASS GMU GLASS MASONRY UNIT GST
GLAZED STRUCTURAL TILE GP GYPSUM PLASTER GR GRADE HC HOLLOW CORE HDWD HARDWOOD HM HOLLOW METAL HORZ HORIZONTAL HP HIGH POINT HR HOUR HT HEIGHT HTG HEATING HVAC HEATING/VENTILATION/AIR
CONDITIONING HWY HIGHWAY ID INSIDE DIMENSION IN INCH INCL INCLUDING INFO INFORMATION INSUL INSULATION JT JOINT LAM LAMINATE LIN LINEAR LL LOWER LEVEL LP LOW POINT MAX MAXIMUM MC MINERAL
CORE MECH MECHANICAL MEJ MASONRY EXPANSION JOINT MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC. MISCELLANEOUS MO MASONRY OPENING MT MOUNTING OC ON CENTER PR PAIR PLAM PLASTIC LAMINATE
PLYWD PLYWOOD PT PAINT QT QUARRY TILE R RADIUS REINF. REINFORCED, REINFORCING REQ'D REQUIRED RD ROOF DRAIN RM ROOM RO ROUGH OPENING SC SOLID CORE SCHED SCHEDULE SEC SECTION SHT SHEET
SIM SIMILAR SM SHEET METAL SP STARTING POINT SPEC SPECIFICATIONS SQ. SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL STRUC STRUCTURAL ST&V STAIN & VARNISH SUSP SUSPENSION THK THICK
TYP TYPICAL UNO UNLESS NOTED OTHERWISE UL UNDERWRITERS LABORATORY VCT VINYL COMPOSITION TILE VENT VENTILATION VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VOL VOLUME VT VINYL TILE
VWF VINYL WALL FABRIC WA WASHER W/WITH WC WALL COVERING WD WOOD WH WATER HEATER W/O WITHOUT WWF WELDED WIRE FABRIC BRICK PRE CAST CONCRETE BLOCK EARTH POURED CONCRETE GYPSUM BOARD ROUGH
WOOD PLYWOOD FINISHED WOOD PARTICAL BOARD PLASTER EIFS STRUCTURAL STEEL CUT STONE GRAVEL/FILL BATT INSULATION RIGID INSULATION SECTION SYMBOL ELEVATION SYMBOL DOOR SYMBOL ELEVATION SYMBOL
WINDOW SYMBOL ROOM NAME/NUMBER SYMBOL A221 2 A221 1 SHEET WHERE SECTION IS DRAWN SECTION REFERENCE ON SHEET ROOM NAME ROOM NUMBER SHEET WHERE ELEVATION IS DRAWN ELEVATION REFERENCE ON
SHEET A101 LEVEL NAME HEIGHT REVISION SYMBOL 1 1 EQUIPMENT SYMBOL E1001 PLAN NOTE SYMBOL P.1 FINISH FLOOR 100'-0" Room name 101 ACCESSIBLE /ELONGATED URINAL 17" Max. 14" Min. 17" Min.
6" Max. 8" Min. 9" Min. 27" Min. 34" Max. 29" Min. ACCESSIBLE LAVATORY ACCESSIBLE COUNTERTOP 34" Max. 29" Min. ACCESSIBLE "HI-LO" ELECTRIC WATER COOLER 36" Max. 27" Min. 17" -19" MEN
38" -48" PAPER TOWEL DISPENSER AND DISPOSAL 38" -48" PAPER TOWEL DISPENSER MIRROR 38" -40" ROOM IDENTIFICATION SIGN (W/BRAILLE) 8"4" 6" Min. LETTERS SHALL BE RAISED 1/32" UPPER CASE
(5/8"H. MIN., 2"H. MAX.) ACCOMANIED BY GRADE 2 BRAILLE. SIGNAGE TO COMPLY TO ALL APPLICABLE A.D.A. REQUIREMENTS CLEAR FLOOR SPACE 60" Min. CLEAR FLOOR SPACE AT STANARD STALL (END OF
ROW) CLEAR FLOOR SPACE AT WALL MOUNTED AND COUNTERTOP LAVATORIES 24" Typ. (17" Min.) 19" Max. (WALL MOUNTED TOILET) 36" Min. 18" 56" Min. FORWARD REACH 48" 15" SIDE REACH 54" 9"Low High
Low High 48" 30" 12" 42" Min. 54" Min. 33" -36" 28" (19" Min.) 17" -19" 36" 6" 18" SIDE WALL BACK WALL Toilet Paper Dispenser Grab Bar (Typ.) ACCESSIBLE WATER CLOSET (FLOOR OR WALL MOUNTED,
TANK OR FLUSH VALVE) 3'-4" 3'-4" 5'-0" 1 LAYER 5/8" TYPE "X" GYP. BD. BOTH SIDES. FINISH AS SCHEDULED 2"x4" WOOD STUDS @16" O.C. BOTTOM OF STRUCTURE CEILING AS SCHEDULED BOTH SIDES 2"X4"
WOOD TOP PLATE 2"X4" WOOD BOTTOM PLATE 6" MIN. 1 LAYER 5/8" TYPE "X" GYP. BD. BOTH SIDES. FINISH AS SCHEDULED 2"x6" WOOD STUDS @16" O.C. BOTTOM OF STRUCTURE CEILING AS SCHEDULED BOTH
SIDES SOUND ATTENUATION BATT. -AS INDICATED 2"X6" WOOD TOP PLATE COVE BASE -BOTH SIDES (REFER TO FINISH SCHEDULE) 6" MIN. 7 5/8" CONCRETE MASONRY UNITS BOTTOM OF STRUCTURE CEILING AS
SCHEDULED BOTH SIDES 1. WHERE GYPSUM BOARD OR PLASTER ABUTS MASONRY CONSTRUCTION, PROVIDE CONTINUOUS "J"-MOLD AND SEALANT AT JOINT. 2. PROVIDE CONTROL JOINTS IN MASONRY WALLS AS PER
INDUSTRY PRACTICE AND/OR AS INDICATED. COORDINATE WITH ARCHITECT. 3. PROVIDE FIRE STOPPING AND SEALANT FOR ALL RATED ASSEMBLIES AT ALL PENETRATIONS, BOTTOM PLATE AND TOP PLATE. SAMPLE
WALL TYPE TAG WALL TYPE GENERAL NOTES: AF INDICATES WALL TYPE INDICATES ADDITIONAL WALL ASSEMBLIES A B D COVE BASE -BOTH SIDES (REFER TO FINISH SCHEDULE) A1 -GYP. BD. BOTH SIDES -GYP.
BD. ONE SIDE -GYP. BD. BOTH SIDES SOUND ATTENUATION BATT. -AS INDICATED AS -WITH SOUND ATTENUATION BATT. B1 -GYP. BD. ONE SIDE -WITH SOUND ATTENUATION BATT. BS HORIZONTAL JOINT REINFORCEMENT
@16" O.C. VERTICALLY 2"X6" WOOD BOTTOM PLATE 1 LAYER 5/8" TYPE "X" GYP. BD. BOTH SIDES. FINISH AS SCHEDULED 2"x6" WOOD STUDS @16" O.C. BOTTOM OF STRUCTURE CEILING AS SCHEDULED BOTH SIDES
SOUND ATTENUATION BATT. -AS INDICATED 2"X6" WOOD TOP PLATE COVE BASE -BOTH SIDES (REFER TO FINISH SCHEDULE) CF -FIRE RATED, REFER TO LIFE SAFETY PLAN FOR ADDITIONAL INFORMATION 2"X6"
WOOD BOTTOM PLATE 1 LAYER 5/8" TYPE "X" GYP. BD. BOTH SIDES. FINISH AS SCHEDULED 2"x4" WOOD STUDS @16" O.C. BOTTOM OF
STRUCTURE CEILING AS SCHEDULED BOTH SIDES SOUND ATTENUATION BATT. -AS INDICATED 2"X4" WOOD TOP PLATE COVE BASE -BOTH SIDES (REFER TO FINISH SCHEDULE) EF -FIRE RATED, REFER TO LIFE SAFETY
PLAN FOR ADDITIONAL INFORMATION 2"X4" WOOD BOTTOM PLATE UL DESIGN No. U301 UL DESIGN No. U301 M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN
IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA
46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED
BY: CONSULTANTS ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG MFG MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A003
GENERAL INFORMATION ARCHITECTURAL GENERAL NOTES 1. GENERAL NOTES TO PERTAIN TO ALL DRAWINGS. 2. ALL INTERIOR DIMENSIONS ARE TO FACE OF FINISHED WALL OR CENTERLINE OF COLUMN, UNLESS OTHERWISE
NOTED. 3. PROVIDE ALL WOOD BLOCKING AS REQUIRED FOR THE ATTACHMENT OF MISCELLANEOUS EQUIPMENT INCLUDING BUT NOT LIMITED TO, TOILET ACCESSORIES, DOOR HARDWARE, ELECTRICAL DEVICES, EQUIPMENT
INDICATED, GRAB BARS, HANDRAILS, AND CASEWORK. 16 GA. GALVANIZED SHEET METAL CAN BE USED AS BLOCKING. 4. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT CENTERLINE
OF DOORS. 5. ALL NEW DOOR FRAMES ARE TO BE 4" FROM ADJACENT FINISHED WALL SURFACE AT DOOR HINGE U.N.O. DIMENSION FOR OPENINGS WITH DOORS ARE TO FACE OF DOOR JAMB, DIMENSION FOR OPENINGS
WITHOUT DOORS ARE TO FACE OF WALL. 6. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD AS RECOMMENDED BY WALLBOARD MANUFACTURER AND COORDINATE LOCATION WITH ARCHITECT. (APPROX. 30' O.C.) 7.
ALL CUTTING AND PATCHING AS A RESULT OF NEW CONSTRUCTION SHALL BE PERFORMED IN A WORKMANLIKE MANNER, AND SHALL MATCH IN COLOR, SHAPE, SIZE & TEXTURE ADJACENT AND/OR CONTIGUOUS FINISHED
SURFACES. PAINT ALL CUT AND PATCHED SURFACES AS SPECIFIED. 8. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS & CEILINGS IN AREAS INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL
MOVEABLE ITEMS AND ADJACENT TO SURFACES RECEIVING PAINT AND RELOCATE ITEMS. 9. ALL PRODUCTS UTILIZED IN THIS CONSTRUCTION SHALL BE ASBESTOS FREE. 10. THE CONTRACTOR SHALL REFER TO THE
SPECIFICATIONS FOR CLEANING AND DISPOSAL REQUIREMENTS. 11. THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING APPLICABLE CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS AND AS PERTINENT
TO THE INTENT OF THESE DRAWINGS. ANY DISCREPANCY DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY, OR RELATED TO, SUCH DISCREPANCY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH, OR CAUSED BY FAILURE TO COMPLY WITH THE REQUIREMENT. 12. THE CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH ALL ASPECTS
OF THE WORK, EVEN THOSE AREAS DESIGNATED TO BE PROVIDED BY OTHERS. THE FAMILIARIZATION INCLUDES FULL AND COMPLETE UNDERSTANDING OF THE WORK DESCRIBED ON ALL SHEETS OF THE DRAWINGS AND
ALL SECTIONS OF THE SPECIFICATIONS. FAILURE BY THE CONTRACTOR TO BECOME COMPLETELY FAMILIAR AND COGNIZANT OF ALL ASPECTS OF THE WORK SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY
TO PROVIDE MATERIALS, ASSEMBLIES, OR SERVICE INDICATED IN THE CONTRACT DOCUMENT. 13. NOTHING SET FORTH IN THESE DRAWINGS SHALL RELEASE THE CONTRACTOR FROM RESPONSIBILITY TO PROVIDE APPROPRIATE
QUANTITIES, FIELD MEASUREMENTS, DIMENSIONAL STABILITY, INSTALLATION, ANCHORAGE, AND COORDINATION WITH OTHER TRADES, OR WAIVE THE CONTRACTORS RESPONSIBILITY TO IDENTIFY AND RESOLVE DEVIATIONS
FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR WAIVE THE CONTRACTOR'S RESPONSIBILITY TO ALERT THE PROJECT MANAGER/DESIGNER TO DISCREPANCIES CONTAINED THEREIN. 14. THE CONTRACTOR
SHALL REVIEW IN ADVANCE ALL PORTIONS OF THE WORK TO VERIFY THAT THE WORK WILL NOT PROHIBIT COMPLETION OF THE PROJECT AS INTENDED IN THESE CONTRACT DOCUMENTS, ANY QUESTIONS SHALL BE PROMPTLY
REFERRED TO THE DESIGNER FOR RESOLUTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURFACES A ND FINISHES AT INTERIOR AND EXTERIOR OF BUILDING. DAMAGED SURFACES
AND FINISHES RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REPAIRED AT NO COST TO THE OWNER BY THE CONTRACTOR TO MATCH EXISTING ADJACENT. 16. THE CONTRACTOR(S) SHALL BE RESPONSIBLE
FOR COORDINATION WITH ALL TRADES. THE CONTRACTOR SHALL REFER TO ALL ASPECTS OF THE DRAWINGS AND SPECIFICATIONS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL DRAWINGS, STRUCTURAL DRAWINGS,
MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AS WELL AS RELATED SPECIFICATIONS FOR COORDINATION ISSUES. COORDINATE ALL DIAGRAMMATIC DRAWINGS WITH ALL TRADES TO ENSURE FIT AND COMPATIBILITY.
17. PROVIDE DEMOLITION AS INDICATED, AND IF NOT INDICATED, AS REQUIRED TO COMPLETE NEW WORK INDICATED. SEE DEMOLITION NOTES. 18. CONTRACTOR SHALL SUBMIT THREE (3) SHOP DRAWING AND/OR
SAMPLE SUBMITTALS, PRODUCT DATA, PERFORMANCE SPECIFICATIONS, AND MSDS SHEETS TO ARCHITECT AND INTERIOR DESIGNER FOR APPROVAL PRIOR TO EXECUTION OF WORK. 19. INSTALL ALL PRODUCTS AND
MATERIALS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 20 FIRE RATED WALL, FLOOR, OR CEILING ASSEMBLIYS SHALL BE TESTED FOR FIRE RATING PER ANSI/UL 263 (ASTM E119
AND NFPA 251) AND SHALL MEET OR EXCEED ALL JURISDICTIONAL CODES. 21 ALL EXTERIOR WALLS AND ROOF ASSEMBLIES SHALL BE OF A 1HR CONSTRUCTION FOR THE NEW ADDITION. ABBREVIATIONS MATERIALS
LEGEND SYMBOLS LEGEND TYPICAL ANTHROPOMETRIC LEGEND WALL TYPES LEGEND
UP DN UP DN UP DN DN UP DN UP DN INDICATES EXIT SIGNAGE RECESSED FIRE EXTINGUISHER NON-RATED EGRESS PATH 2 HOUR FIRE RATING EXIT FEC NOTE: THE FOLLOWING BUILDING ELEMENTS SHALL HAVE
A FIRE RESISTANCE RATING OF AT LEAST 1HOUR, STRUCTURAL FRAM, INTERIOR/EXTERIOR BEARING WALLS, FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS), ROOF CONSTRUCTION (INCLUDING
SUPPORTING BEAMS AND JOISTS) EXIT EXIT EXIT EXIT EXIT FEC EXIT EXIT EXIT FEC FEC EXIT FEC FEC EXIT EXIT EXIT EXIT EXIT EXIT FEC EXIT EXIT EXIT EXIT EXIT EXIT EXIT FEC EXIT EXIT FEC FEC
M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN
CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date
Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA 46032
0990433-10701 04/07/10 MFG EMR MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A004 LIFE SAFETY PLAN LIFE SAFETY LEGEND 3/32" = 1'-0" 2 FIRST FLOOR LIFE SAFETY PLAN 3/32"
= 1'-0" 1 LOWER LEVEL LIFE SAFETY PLAN 3/32" = 1'-0" 3 SECOND FLOOR LIFE SAFETY PLAN 3/32" = 1'-0" 4 THIRD FLOOR LIFE SAFETY PLAN BUILDING CODE SUMMARY
UP UP REF. D W WH DN DENOTES DOOR NUMBER, SEE DOOR SCHEDULE SHEET A701 WALL TYPES. SEE WALL TYPE LEGEND SHEET A001. ALL WALLS ARE TYPE "?" UNLESS NOTED OTHERWISE. (SEE SHEET A001 FOR
ARCHITECTURAL GENERAL NOTES) NEW CONSTRUCTION EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION DENOTES ITEM FROM LEGEND. PLAN ELEVATION SECTION NOTES. DENOTES FRAME ELEVATION, SEE FRAME
ELEVATIONS, SHEET A701 ?? ? ? D.1 D.1 D.1 D.1 D.1 D.1 D.5 D.1 D.1 D.1 D.2 D.2 D.2 D.2 D.2 D.2 D.2 D.2 D.2 D.2 D.2 D.9 D.1 D.9 D.1 D.2 D.1 D.1 D.11 D.8 D.1 D.1 D.1 D.1 D.1 D.1 D.1 D.1D.3
D.4 D.3 D.4 D.3 D.4 D.7 M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND
PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz
GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE 3/16" = 1'-0" 2020 WEST 116TH STREET
CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG NDH MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A010 LOWER LEVEL /FIRST FLOOR DEMOLITION PLANS DEMOLITION GENERAL NOTES
A. DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED. UNLESS NOTED OHTERWISE, CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF ALL DEMOLITION ITEMS. B. RELOCATED ITEMS SHALL
BE CLEANED AND PLACED IN STORAGE, PER OWNER'S DIRECTIONS UNTIL ITEMS ARE READY TO BE REINSTALLED. IF ITEM IS DAMAGED DURING DEMOLITION OR RELOCATION IT SHALL BE REPAIRED OR REPLACED
WITH NEW ITEM AS APPROVED BY OWNER. C. DEMOLTION SHALL BE DONE WITHOUT DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. WHERE SUCH DAMAGE OCCURS PATCH, REPAIR, OR RESTORE WALLS, FLOORS, CEILINGS,
ETC T MATCH EXISTING. PROVIDE SHORING, BRACING, OR SUPPORT AS REQUIRED TO PREVENT MOVEMENT OR SETTLEMENT OF EXISTING CONSTRUCTION. D. REMOVE ALL EXISTING CONSTRUCTION, ITEMS AND FINISHES
MADE OBSOLETE BY, OR IN CONFLICT WITH NEW CONSTRUCTION. COORDINATE WITH ARCHITECTURAL. E. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF DEMOLITION ITEMS WITH THE OTHER TRADES
PRIOR TO THE START OF DEMOLITION WORK. F. ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILING GRID AND/OR TILES IN ANY AREA WHERE THEY NEED ACCESS AND THE EXISTING
CEILING IS TO REMAIN. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL REPLACE ANY CEILING TILES OR GRID DAMAGED IN PROCESS. G. THE OWNER HAS THE RIGHT TO RETAIN ANY DEMOLISHED OR REMOVED ITEMS.
COORDINATE BEFORE DEMOLITION OCCURS. I. CONTRACTOR MUST FIELD VERIFY ALL AREAS AND/OR WORK TO BE DEMOLISHED PRIOR TO BEGINNING WORK. CONTRACTOR MUST COORDINATE WITH ARCHITECT ANY DIFFERENCES
BETWEEN FIELD VERIFIED CONDITIONS AND/OR CONSTRUCTION, AND WHAT IS SHOWN ON DEMOLITION DRAWINGS. J. WHERE EXISTING WALLS, BULKHEADS, OR FINISHES ARE REMOVED OR PARTIALLY DEMOLISHED,
EACH TRADE SHALL BE RESPONSIBLE FOR PATCHING OR REFINISHING OF EXISTING CONSTRUCTION REQUIRED BY THAT TRADES WORK ON THIS PROJECT. THIS WORK MUST BE DONE IN A MANNER CAPABLE OF EXCEPTING
NEW FINISHES. K. THE REMOVAL AND INSTALLATION OF LOOSE FURNITURE AND MOVABLE EQUIPMENT SHALL BE PERFORMED BY THE OWNER (U.N.O.) L. WHERE REMOVAL OF EXISTING FLOOR COVERING IS INDICATED
PREPARE EXISTING SUBSTRATE TO ALLOW FOR NEW LEVEL FLOOR COVERING TO MATCH ADJACENT FLOOR. M. WHERE REMOVAL OF EXISTING MATERIALS OR ITEMS ARE INDICATED, CONTRACTOR SHALL REMOVE ANY ADDITIONAL
LAYERS AS REQUIRED TO PROVIDE ADEQUATE SUBSTRATE. (i.e. multiple floor coverings, multiple ceilings, etc.) N. PRIOR TO BEGINNING DEMOLITION, DUST CONTROL BARRIERS SHALL BE CONSTRUCTED
TO PREVENT THE SPREAD OF DUST INTO SURROUNDING AREAS. O. EXITING FROM STRUCTURE, IF REQUIRED TO PASS THROUGH DEMOLITION AREA(S), SHALL HAVE APPROVED BARRIERS, ETC., TO INSURE PUBLIC
SAFETY. P. REMOVE ALL DIRT, DUST, DEBRIS, ETC. DAILY. DO NOT ALLOW REFUSE TO BLOCK CORRIDORS, STAIRS, OR ANY OTHER TRAFFIC AREA. ARCHITECTURAL KEYS LEGEND 3/16" = 1'-0" 1 LOWER LEVEL
DEMOLITION PLAN NORTH DEMOLITION KEY NOTES D.1 REMOVE EXISTING WALL IN ITS ENTIRETY. D.2 REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY. D.3 REMOVE EXISTING CEILING IN ITS ENTIRETY.
D.4 REMOVE EXISTING FLOOR IN ITS ENTIRETY. D.5 REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR NEW DOOR AND/OR FRAME. PROVIDE LINTEL AS REQUIRED. REFER TO FLOOR PLANS. D.6 REMOVE EXISTING
WINDOW AND FRAME IN ITS ENTIRETY. D.7 REMOVE EXISTING STAIRS IN ITS ENTIRETY. D.8 REMOVE PORTION OF EXISTING WALL AS REQUIRED TO RECEIVE NEW FINISH, REFER TO ROOM FINISH PLANS FOR DETAILS.
D.9 REMOVE EXISTING GARAGE DOOR IN ITS ENTIRETY. D.10 REMOVE EXISTING ROOF IN ITS ENTIRETY. D.11 REMOVE EXISTING CASEWORK IN ITS ENTIRETY. D.12 REMOVE PORTION OF ROOF ASSEMBLY AS REQUIRED
FOR NEW CONSTRUCTION. D.13 REMOVE EXISTING SHINGLES AND UNDERLAYMENT DOWN TO SUBSTRATE AS REQUIRED TO PREPARE FOR NEW ROOF FINISHES. D.14 REMOVE EXISTING DORMER ROOF STRUCTURE COMPLETE.
DORMER WALLS ARE TO REMAIN -REFER TO FLOOR/ROOF PLANS. D.15 REMOVE EXISTING RAILING COMPLETE. D.16 REMOVE EXISTING EPDM ROOFING SYSTEM AND PREPARE SUBSTRATE 3/16" = 1'-0" FOR NEW EPDM
ROOFING SYSTEM. 2 FIRST FLOOR DEMOLITION PLAN NORTH
DNDN DN DN UP REF. DN D.1 D.1 D.2 D.1 D.2 D.6 D.6 D.1 D.1 D.1 D.2 D.3 D.4 D.1 D.6 D.6 D.2 D.2 D.1 D.2 D.1 D.1 D.2 D.1 D.1 D.3 D.4 D.3 D.4 D.1 D.1 D.1 D.1 D.1 D.11 D.1 D.2 D.1 D.1 D.1
D.2 D.7 D.8 D.2 D.11 D.1 DENOTES DOOR NUMBER, SEE DOOR SCHEDULE SHEET A701 WALL TYPES. SEE WALL TYPE LEGEND SHEET A001. ALL WALLS ARE TYPE "?" UNLESS NOTED OTHERWISE. (SEE SHEET A001
FOR ARCHITECTURAL GENERAL NOTES) NEW CONSTRUCTION EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION DENOTES ITEM FROM LEGEND. PLAN ELEVATION SECTION NOTES. DENOTES FRAME ELEVATION, SEE FRAME
ELEVATIONS, SHEET A701 ?? ? ? D.6 D.6 D.12 D.12 D.14 D.14 D.14 D.14 D.14 D.15 D.15 D.15 D.15 D.6 D.6 D.6 D.6 D.16 D.16 D.13 D.13 D.13 D.13 D.13 D.13 D.13 D.13 D.13 D.13 D.13 D.13 D.13
D.13 D.13 D.13 D.13 D.13 D.13 D.13 D.13 M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING
MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail
cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE 3/16" = 1'-0" 2020
WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG NDH/EMR MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A011 SECOND /THIRD FLOOR AND ROOF DEMOLITION PLAN
3/16" = 1'-0" 1 SECOND FLOOR DEMOLITION PLAN NORTH ARCHITECTURAL KEYS LEGEND 3/16" = 1'-0" 2 THIRD FLOOR DEMOLITION PLAN NORTH DEMOLITION GENERAL NOTES A. DASHED LINES INDICATE EXISTING
ITEMS TO BE REMOVED. UNLESS NOTED OHTERWISE, CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF ALL DEMOLITION ITEMS. B. RELOCATED ITEMS SHALL BE CLEANED AND PLACED IN STORAGE,
PER OWNER'S DIRECTIONS UNTIL ITEMS ARE READY TO BE REINSTALLED. IF ITEM IS DAMAGED DURING DEMOLITION OR RELOCATION IT SHALL BE REPAIRED OR REPLACED WITH NEW ITEM AS APPROVED BY OWNER.
C. DEMOLTION SHALL BE DONE WITHOUT DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. WHERE SUCH DAMAGE OCCURS PATCH, REPAIR, OR RESTORE WALLS, FLOORS, CEILINGS, ETC T MATCH EXISTING. PROVIDE
SHORING, BRACING, OR SUPPORT AS REQUIRED TO PREVENT MOVEMENT OR SETTLEMENT OF EXISTING CONSTRUCTION. D. REMOVE ALL EXISTING CONSTRUCTION, ITEMS AND FINISHES MADE OBSOLETE BY, OR IN CONFLICT
WITH NEW CONSTRUCTION. COORDINATE WITH ARCHITECTURAL. E. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF DEMOLITION ITEMS WITH THE OTHER TRADES PRIOR TO THE START OF DEMOLITION
WORK. F. ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILING GRID AND/OR TILES IN ANY AREA WHERE THEY NEED ACCESS AND THE EXISTING CEILING IS TO REMAIN. UNLESS OTHERWISE
NOTED, CONTRACTOR SHALL REPLACE ANY CEILING TILES OR GRID DAMAGED IN PROCESS. G. THE OWNER HAS THE RIGHT TO RETAIN ANY DEMOLISHED OR REMOVED ITEMS. COORDINATE BEFORE DEMOLITION OCCURS.
I. CONTRACTOR MUST FIELD VERIFY ALL AREAS AND/OR WORK TO BE DEMOLISHED PRIOR TO BEGINNING WORK. CONTRACTOR MUST COORDINATE WITH ARCHITECT ANY DIFFERENCES BETWEEN FIELD VERIFIED CONDITIONS
AND/OR CONSTRUCTION, AND WHAT IS SHOWN ON DEMOLITION DRAWINGS. J. WHERE EXISTING WALLS, BULKHEADS, OR FINISHES ARE REMOVED OR PARTIALLY DEMOLISHED, EACH TRADE SHALL BE RESPONSIBLE FOR
PATCHING OR REFINISHING OF EXISTING CONSTRUCTION REQUIRED BY THAT TRADES WORK ON THIS PROJECT. THIS WORK MUST BE DONE IN A MANNER CAPABLE OF EXCEPTING NEW FINISHES. K. THE REMOVAL AND
INSTALLATION OF LOOSE FURNITURE AND MOVABLE EQUIPMENT SHALL BE PERFORMED BY THE OWNER (U.N.O.) L. WHERE REMOVAL OF EXISTING FLOOR COVERING IS INDICATED PREPARE EXISTING SUBSTRATE TO
ALLOW FOR NEW LEVEL FLOOR COVERING TO MATCH ADJACENT FLOOR. M. WHERE REMOVAL OF EXISTING MATERIALS OR ITEMS ARE INDICATED, CONTRACTOR SHALL REMOVE ANY ADDITIONAL LAYERS AS REQUIRED TO
PROVIDE ADEQUATE SUBSTRATE. (i.e. multiple floor coverings, multiple ceilings, etc.) N. PRIOR TO BEGINNING DEMOLITION, DUST CONTROL BARRIERS SHALL BE CONSTRUCTED TO PREVENT THE SPREAD
OF DUST INTO SURROUNDING AREAS. O. EXITING FROM STRUCTURE, IF REQUIRED TO PASS THROUGH DEMOLITION AREA(S), SHALL HAVE APPROVED BARRIERS, ETC., TO INSURE PUBLIC SAFETY. P. REMOVE ALL
DIRT, DUST, DEBRIS, ETC. DAILY. DO NOT ALLOW REFUSE TO BLOCK CORRIDORS, STAIRS, OR ANY OTHER TRAFFIC AREA. DEMOLITION KEY NOTES D.1 REMOVE EXISTING WALL IN ITS ENTIRETY. D.2 REMOVE EXISTING
DOOR AND FRAME IN ITS ENTIRETY. D.3 REMOVE EXISTING CEILING IN ITS ENTIRETY. D.4 REMOVE EXISTING FLOOR IN ITS ENTIRETY. D.5 REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR NEW DOOR AND/OR
FRAME. PROVIDE LINTEL AS REQUIRED. REFER TO FLOOR PLANS. D.6 REMOVE EXISTING WINDOW AND FRAME IN ITS ENTIRETY. D.7 REMOVE EXISTING STAIRS IN ITS ENTIRETY. D.8 REMOVE PORTION OF EXISTING
WALL AS REQUIRED TO RECEIVE NEW FINISH, REFER TO ROOM FINISH PLANS FOR DETAILS. D.9 REMOVE EXISTING GARAGE DOOR IN ITS ENTIRETY. D.10 REMOVE EXISTING ROOF IN ITS ENTIRETY. D.11 REMOVE
EXISTING CASEWORK IN ITS ENTIRETY. D.12 REMOVE PORTION OF ROOF ASSEMBLY AS REQUIRED FOR NEW CONSTRUCTION. D.13 REMOVE EXISTING SHINGLES AND UNDERLAYMENT DOWN TO SUBSTRATE AS REQUIRED
TO PREPARE FOR NEW ROOF FINISHES. D.14 REMOVE EXISTING DORMER ROOF STRUCTURE COMPLETE. DORMER WALLS ARE TO REMAIN -REFER TO FLOOR/ROOF PLANS. D.15 REMOVE EXISTING RAILING COMPLETE. D.16
REMOVE EXISTING EPDM ROOFING SYSTEM AND PREPARE SUBSTRATE 3/16" = 1'-0" FOR NEW EPDM ROOFING SYSTEM. 3 ROOF DEMOLITION PLAN NORTH
UP UP DENOTES DOOR NUMBER, SEE DOOR SCHEDULE SHEET A701 WALL TYPES. SEE WALL TYPE LEGEND SHEET A001. ALL WALLS ARE TYPE "?" UNLESS NOTED OTHERWISE. (SEE SHEET A001 FOR ARCHITECTURAL
GENERAL NOTES) NEW CONSTRUCTION EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION DENOTES ITEM FROM LEGEND. PLAN ELEVATION SECTION NOTES. DENOTES FRAME ELEVATION, SEE FRAME ELEVATIONS, SHEET
A701 ??? ? A502 A501 A501 3 2 1 004A 003A 002A 001A STORAGE ROOM 004 CORRIDOR 001 MECHANICAL 003 STAIRS 002 5'-6 1/8" 13'-11 3/4" 5'-0 5/8" 16'-3 1/4" 6'-10 5/8" 9'-3 1/2" B1 B1A1 A
D D CF CF A1 D 6'-4" 42'-0" 5'-8" 1'-3 5/8" A 8'-3 1/8" 1 A601 5'-8" 10'-3 3/8" 15'-11 3/8" P.4 P.4 P.3 M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R
G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS,
INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn
By: CERTIFIED BY: CONSULTANTS ARCHITECTURE 3/16" = 1'-0" 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG MFG MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION
A100 LOWER LEVEL FLOOR PLAN ARCHITECTURAL KEY NOTES P.1 DISPLAY CASE. SEE ELEVATION (4/A121) FOR DETAILS P.2 3'-0"W x 4'-0"H ACCESS PANEL PAINTED TO MATCH ADJACENT WALL. P.3 PROVIDE
MAXIMUM OCCUPANCY SIGNAGE MOUNTED @5'-0" A.F.F. TO CENTER OF SIGN. TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. P.4 RECESSED FIRE EXTINGUISHER CABINET. COLOR TO MATCH ADJACENT
WALL. P.5 INFILL EXISTING OPENING WITH MATERIALS TO MATCH ADJACENT WALL. NEW WALL SURFACE SHALL ALIGN WITH ADJACENT WALLS AND MATCH FINISH. P.6 WOOD GUARD RAIL. REFER TO ELEVATION 2/A102.
P.7 ROOF ACCESS LADDER, REFERENCE DETAIL 2/A103. ARCHITECTURAL KEYS LEGEND 3/16" = 1'-0" 2 LOWER LEVEL FLOOR PLAN NORTH
UP REF. DN UP DN 1 A501 A502 A501 A501 3 2 1 3 A601 50'-0" 16'-0" 49'-4" 12'-0" 16'-7 3/8" 16'-11" 5'-2 3/8" 109A 1'-8" 6'-4" 1'-8" 30'-8" 9'-8" 103A 5'-9 5/8" 8'-1 1/8" 102B 106B 105A
7 A601 2 A601 110A BANQUET ROOM 105 107A 3'-0" 6'-4" 40'-0" 38'-7 7/8" 9'-1 3/8" 1'-1 3/8" 38'-1 1/4" 4'-11" 5'-0" 12'-0" 11 5/8" 4'-4" 1'-4" 16'-0" 54'-0" 7'-5" 4'-11 1/2" 6'-6 1/8"
10'-0" 6'-6 1/8" 3'-3 1/8" CORRIDOR 106 MECHANICAL 103 CORRIDOR 101 BREAK OUT 104 MEN'S TOILET 108 CLOSET 107 STORAGE 110 WOMEN'S TOILET 109 9'-8" 5'-8" 10'-4" 3'-0" 6'-4" 6'-0" 6'-4"
6'-0" 6'-4" 6'-0" 6'-4" 3'-0" STAIRS 102 105B 108A 2'-4 1/8" 5'-0" 2'-6" A1 CF CF A B B1B1 A1 D A1 A1 A A1 A A 50'-0" A121 2 A1 DD A A B A A A1 A1 A BB 1'-6" 12'-4" A121 4 A A A121 1
5'-0" 6'-4" 4'-8" 1'-8" P.1 1 1 1 1 104B 104A 101A 101B 105C 105D 105E 106A 1 102A 3'-8" 1 A601 D A1 B A1 A1 A1 A1 A A P.4 P.4 P.5 P.5 P.5 P.4 P.3 3'-7 3/4" 1'-4" 1'-4" 1'-4" 1'-4" DENOTES
DOOR NUMBER, SEE DOOR SCHEDULE SHEET A701 WALL TYPES. SEE WALL TYPE LEGEND SHEET A001. ALL WALLS ARE TYPE "?" UNLESS NOTED OTHERWISE. (SEE SHEET A001 FOR ARCHITECTURAL GENERAL NOTES)
NEW CONSTRUCTION EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION DENOTES ITEM FROM LEGEND. PLAN ELEVATION SECTION NOTES. DENOTES FRAME ELEVATION, SEE FRAME ELEVATIONS, SHEET A701 ??? ?
M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN
CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date
Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE 3/16" = 1'-0" 2020 WEST 116TH STREET CARMEL, INDIANA 46032
0990433-10701 04/07/10 MFG EMR/MFG MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A101 FIRST FLOOR PLAN 3/16" = 1'-0" 1 FIRST FLOOR PLAN ARCHITECTURAL KEYS LEGEND NORTH ARCHITECTURAL
KEY NOTES P.1 DISPLAY CASE. SEE ELEVATION (4/A121) FOR DETAILS P.2 3'-0"W x 4'-0"H ACCESS PANEL PAINTED TO MATCH ADJACENT WALL. P.3 PROVIDE MAXIMUM OCCUPANCY SIGNAGE MOUNTED @5'-0" A.F.F.
TO CENTER OF SIGN. TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. P.4 RECESSED FIRE EXTINGUISHER CABINET. COLOR TO MATCH ADJACENT WALL. P.5 INFILL EXISTING OPENING WITH MATERIALS
TO MATCH ADJACENT WALL. NEW WALL SURFACE SHALL ALIGN WITH ADJACENT WALLS AND MATCH FINISH. P.6 WOOD GUARD RAIL. REFER TO ELEVATION 2/A102. P.7 ROOF ACCESS LADDER, REFERENCE DETAIL 2/A103.
DNDN DN DN UP DN UP DENOTES DOOR NUMBER, SEE DOOR SCHEDULE SHEET A701 WALL TYPES. SEE WALL TYPE LEGEND SHEET A001. ALL WALLS ARE TYPE "?" UNLESS NOTED OTHERWISE. (SEE SHEET A001 FOR
ARCHITECTURAL GENERAL NOTES) NEW CONSTRUCTION EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION DENOTES ITEM FROM LEGEND. PLAN ELEVATION SECTION NOTES. DENOTES FRAME ELEVATION, SEE FRAME
ELEVATIONS, SHEET A701 ??? ? 1 A501 A502 A501 A501 3 2 1 3 A601 202A 2 7 A601 2 A601 5'-0 5/8" 2'-6" 7'-1 1/2" 8 3/8" 201A CORRIDOR 201 BALCONY 203 STAIRS 202 3'-10 3/8" 3'-11" 8'-5"
3'-11" 8'-5" 3'-11" 8'-5" 3'-11" 3'-2 7/8" 3'-6" 22 2 3 3 3 3 23'-7 3/8" 1'-6" 3'-10 5/8" 1'-6" 10'-0 3/8" A1 DD A1 D A1 A1 A1 CF A B1 B1 CF 3 3 3 3 7'-10 3/4" 8'-5" 1 A601 39'-3 1/4"
7'-5 3/4" P.2 P.6 P.6 P.4 P.4 4'-0" 8'-0" 4'-0" 4'-0" 8'-0" 4'-0" 3'-6 1/2" CENTER TO CENTER SHALL BE 4" MAX. SPINDLES SPACED EQUALLY VARIES -SEE PLAN PAINT RALING TO MATCH WDB-1, SEE
FINISH SCHEDULE M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING
INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions
Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA
46032 0990433-10701 04/07/10 MFG EMR/MFG MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A102 SECOND FLOOR PLAN ARCHITECTURAL KEY NOTES P.1 DISPLAY CASE. SEE ELEVATION (4/A121)
FOR DETAILS P.2 3'-0"W x 4'-0"H ACCESS PANEL PAINTED TO MATCH ADJACENT WALL. P.3 PROVIDE MAXIMUM OCCUPANCY SIGNAGE MOUNTED @5'-0" A.F.F. TO CENTER OF SIGN. TO BE APPROVED BY ARCHITECT
PRIOR TO INSTALLATION. P.4 RECESSED FIRE EXTINGUISHER CABINET. COLOR TO MATCH ADJACENT WALL. P.5 INFILL EXISTING OPENING WITH MATERIALS TO MATCH ADJACENT WALL. NEW WALL SURFACE SHALL
ALIGN WITH ADJACENT WALLS AND MATCH FINISH. P.6 WOOD GUARD RAIL. REFER TO ELEVATION 2/A102. P.7 ROOF ACCESS LADDER, REFERENCE DETAIL 2/A103. ARCHITECTURAL KEYS LEGEND 3/16" = 1'-0" 1
SECOND FLOOR PLAN NORTH 1/2" = 1'-0" 2 RAILING ELEVATION 01
DN DN DENOTES DOOR NUMBER, SEE DOOR SCHEDULE SHEET A701 WALL TYPES. SEE WALL TYPE LEGEND SHEET A001. ALL WALLS ARE TYPE "?" UNLESS NOTED OTHERWISE. (SEE SHEET A001 FOR ARCHITECTURAL
GENERAL NOTES) NEW CONSTRUCTION EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION DENOTES ITEM FROM LEGEND. PLAN ELEVATION SECTION NOTES. DENOTES FRAME ELEVATION, SEE FRAME ELEVATIONS, SHEET
A701 ??? ? 1 A501 A502 A501 A501 3 2 1 3 A601 302A 2 304A 2 A601 4 A601 LOUNGE 303 CORRIDOR 301 MECHANICAL ROOM 304 STAIRS 302A 5'-0 5/8" 9'-0 1/8" 2 2 2 5'-8 3/8" 17'-11" 6'-10 5/8"
9'-8 1/4" 4'-0" 6'-6 1/2" D CF CF B CF ELEVATOR CONTROLS 305AELEV. CONTROL ROOM 305 7'-10 3/4" 1 A601 A A1 A A P.4 P.4 P.7 4'-0" 8'-0" 4'-0" 4'-0" 8'-0" 4'-0" 52'-10" P.4 P.3 1' -6"
8" CONCRETE MASONRY UNIT METAL ANGLE CONNECTION WITH CONCRETE EXPANSION ANCHORS 4" X 4" X 1/4" FLOOR PLATE. WELD TO STRINGER AND ANCHOR TO FLOOR W/(4) 2-1/2" DIA. BOLTS 4" CHANNEL STRINGERS
22" O.C. WITH 3/8" BENT PLATE ANCHORS @2-6" O.C. VERTICAL MAX. ANCHOR TO ALL 8" M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G
C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939
PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY:
CONSULTANTS ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG EMR/MFG MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A103
THIRD FLOOR PLAN ARCHITECTURAL KEY NOTES P.1 DISPLAY CASE. SEE ELEVATION (4/A121) FOR DETAILS P.2 3'-0"W x 4'-0"H ACCESS PANEL PAINTED TO MATCH ADJACENT WALL. P.3 PROVIDE MAXIMUM OCCUPANCY
SIGNAGE MOUNTED @5'-0" A.F.F. TO CENTER OF SIGN. TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. P.4 RECESSED FIRE EXTINGUISHER CABINET. COLOR TO MATCH ADJACENT WALL. P.5 INFILL EXISTING
OPENING WITH MATERIALS TO MATCH ADJACENT WALL. NEW WALL SURFACE SHALL ALIGN WITH ADJACENT WALLS AND MATCH FINISH. P.6 WOOD GUARD RAIL. REFER TO ELEVATION 2/A102. P.7 ROOF ACCESS LADDER,
REFERENCE DETAIL 2/A103. ARCHITECTURAL KEYS LEGEND 3/16" = 1'-0" 1 THIRD FLOOR PLAN NORTH 1" = 1'-0" 2 ROOF LADDER PLAN DETAIL
TAPERED INSULATION W/EPDM ROOF SYSTEM RIDGE VENT ICE AND WATER SHEILD DIRECTION OF ROOF SLOPE INTAKE AIR VENT EXHAUST FAN RELIEF FAN H.P. HIGH POINT ROOF HATCH ORD RD ROOF DRAIN AND
OVERFLOW ROOF DRAIN NEW TAPERED INSULATION SADDLE 1 A501 A502 A501 A501 3 2 1 3 A601 2 A601 4 A601 R.7 R.7 R.7 R.7 R.6 R.6 R.1R.2 R.2 R.1 R.6 R.6 R.6 R.6 R.1 R.1 R.1 R.2 R.2 R.2 R.2
R.2 R.2 R.2 R.2 R.2 R.2 R.2 R.2 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.4 R.5 R.5
R.5 R.5 R.5 R.5 R.5 R.5 1 A601 R.8 R.9 R.9 R.3 R.3 R.3 R.3 R.3 R.3 R.3 R.3 R.3 R.1 R.3 R.3 R.3 R.3 R.3 R.3 R.3 R.3 3' -6" HATCH CLASP FOR PADLOCK LADDER SAFETY POST ATTCHED TO TOP (2)
LADDER RUNGS CURB INTEGRAL CAP FLASHING, TYP. PRESERVATIVE TREATED 2X NAILER. MATCH DEPTH OF INSULATION ANGLE FRAME, REFER TO STRUCTURAL 3/4" RUNGS @12" O.C. MAX. 4" CHANNEL STRINGERS
22" O.C. WITH 3/8" BENT PLATE ANCHORS @2'6" O.C. VERTICAL MAX. ANTOR TO WALL WOOD TRUSS, SEE STRUCTURAL 3/4" APA RATED PLYWOOD. REFER TO STRUCTURAL DWGS FULLY ADHERED .060 EPDM ROOF
MEMBRANE M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR
DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark
Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA
46032 0990433-10701 04/07/10 MFG EMR/MFG
MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A104 ROOF PLAN ROOF PLAN GENERAL NOTES ROOF PLAN LEGEND A. PROVIDE MANUFACTURER'S STANDARD DETAILS WHERE MECHANICAL EQUIPMENT
OCCURS, COORDINATE WITH ARCHITECTURAL AND MEP. B. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL ROOF PENETRATION REQUIRMENTS. C. PROVIDE ICE AND WATER SHIELD AT ALL
OVERHANGS (FROM EDGE OF ROOF TO 24" PAST INTERIOR LINE OF WALL), VALLEYS (3'-0" ON EACH SIDE), RIDGES (3'-0" ON EACH SIDE) AND HIPS (3'-0" ON EACH SIDE). D. GUTTER AND DOWNSPOUT SYSTEM
TO BE PROVIDED PER SMACNA STANDARDS, AS WELL AS MEETING ALL LOCAL AND STATE CODES. E. REFER TO CIVIL DRAWINGS FOR DOWNSPOUT DRAIN DETAILS. F. PREPARE SUBSTRATES TO RECEIVE ROOFING SYSTEM
PER MANUFACTURES INSTALLATION INSTRUCTIONS. G. PROVIDE ROOFING UNDERLAYMENT PER MANUFACTURES INSTALLATION INSTRUCTION. 3/16" = 1'-0" 1 ROOF PLAN ROOF PLAN KEY NOTES R.1 DIMENSIONAL ASHPALT
SHINGLES -DECORATIVE SLATE APPEARANCE. R.2 SHINGLED OVER CONTINUOUS RIDGE VENT R.3 ICE & WATER SHIELD. SEE GENERAL NOTES. R.4 PREFINISHED ALUMINUM 6" K-STYLE GUTTER SYSTEM. R.5 PREFINISHED
ALUMINUM 3" x 4" DOWNSPOUTS, COLOR TO MATCH TRIM. R.6 1/4" PER FOOT SINGLE PLY .060 FULLY ADHERED EPDM MEMBRANE ROOF OVER 3/4" PLYWOOD. R.7 NEW RAILING SYSTEM, TO MATCH EXISTING IN SIZE,
SHAPE, AND STYLE. R.8 30" x 30" ROOF HATCH, REFERENCE DETAIL 2/A104. R.9 ROOF SADDLE. NORTH 1" = 1'-0" 2 ROOF HATCH DETAIL
4'-0" 4" 4" X 12" DECORATIVE BORDER (CT-3) 12" X 12" CERAMIC TILE (CT-2) *NOTE: CERAMIC TILE AND DECORATIVE BORDER ARE TYPICAL ON ALL WALLS OF MEN'S AND WOMEN'S RESTROOM (FIRST FLOOR
ONLY) EXCEPT WALLS WITH MIRRORS AND PAPER TOWEL DISPENSER(S). PAINT PT-1 ABOVE DECORATIVE BORDER UNLESS NOTED OTHERWISE ON ELEVATION AND/OR ROOM FINISH PLAN. PT-2 GNT-1 COUNTERTOP WITH
4" BACKSPLASH SINK: KOHLER "CONICAL BELL VESSELS", NO. K-2200, FINISH: BISCUIT FAUCET: KOHLER "REVIVAL WALL MOUNT FACET", NO. K-T1606-4A-BN, FINISH: VIBRANT BRUSHED NICKEL PT-1 3 A121
CASEWORK (TYP.): PLASTIC LAMINATE (PLAM-1) WITH WIRE PULL REMOVABLE PANEL (PLAM-1) CERAMIC TILE (CT-1) RECESSED PAPER TOWEL DISPENSER MIRROR PAPER TOWEL DISPENSER BULKHEAD: FACE OF BULKHEAD
TO BE PAINTED PT-1. BOTTOM OF BULKHEAD TO BE PAINTED PT-6. SUPPORT BRACKETS (TYP.) A121 2 WOMEN'S TOILET 109 MEN'S TOILET 108 CORRIDOR 106CLOSET 107 STORAGE 110 3 A121 3'-2 1/4" 3'-2"
5'-1" CLEAR 5'-0" 3'-2 1/8" 3'-2" 5'-1" CLEAR 5'-0" 2'-7" 3'-1 1/2" 3'-1 3/4" 2'-7" 2'-7" 3'-1 1/1/2" 3'-1 3/4" 2'-7" 1 5 1 5 1 5 43 2 6 9 10 11 78" TYP. 13 9 10 7 13 6 9 " 5" 11 11
9 " 5" 8 8 8 1 1 34 8 82 11 9" 5" 6 9 10 7 9 11 7 10 11 9" 5" 13 13 6 3'-2" 3'-1 1/2" 3'-6 5/8" 6'-1 3/8" 6'-1 3/8" 117 10 9 GRANITE COUNTERTOP WITH 4" BACKSPLASH *NOTE: ALL DIMENSIONS
TO BE ADA COMPLIANT. REFER TO ANTHROPOMETRIC LEGEND ON SHEET A003 FOR COMPLETE DETAILS. CERAMIC TILE BASE (CT-2) 2'-5" MIN. 2'-10" MAX. 2"x4" WOOD BLOCKING (CONT.) AT BACK AND ALONG
SIDES OF COUNTER. REMOVABLE 3/4" MDF PANEL WITH PLASTIC LAMINATE (PLAM-1) FACE HOOK FASTENER (TYP.) 5 A121 2'-6" 4'-6" 6'-1 1/2" 3'-1 1/4" 9"H WOOD BASE (PAINTED) RECESSED DISPLAY CASE
ADJUSTABLE GLASS SHELVING OPPOSING SLIDING GLASS DOORS (LOCKABLE) 4" WOOD TRIM (PAINTED) 1/2" VENEER PLYWOOD (CHERRY WITH CLEAR SEALER) ADJUSTABLE GLASS SHELVING RECESSED 25 MM STANDARD
AND SHELF SUPPORTS 2"X4" WOOD SUPPORT 2"X4" WOOD SUPPORT 1" X 4" WOOD TRIM (CHERRY WITH CLEAR SEALER) 1" X 4" WOOD TRIM (CHERRY WITH CLEAR SEALER) 1/2" WOOD BASE (PAINTED) REFER TO RCP
2" X 4" WOOD STUD FRAMES @16" O.C. 5/8" TYPE "X" GYPSUM BOARD GYPSUM CEILING AT 9'-0" TO BE PAINTED PT-6 WOOD STUD BRACING TO STRUCTURE ABOVE @4'-0" O.C. MINIMUM FACE AND BOTTOM OF BULKHEAD
TO BE PAINTED PT-1 5/8" TYPE "X" GYPSUM BOARD 6" 6" FACE OF BULKHEAD TO BE PAINTED PT-1 CORNER BEAD (TYP.) 2" X 4" WOOD STUD FRAMES @16" O.C. 5/8" TYPE "X" GYPSUM BOARD WOOD STUD BRACING
TO STRUCTURE ABOVE @4'-0" O.C. MINIMUM 1'-0" 6" 5/8" TYPE "X" GYPSUM BOARD 5/8" TYPE "X" GYPSUM BOARD 1'-0" 6" 6" 1'-0" 6" 6" 6" 6" BOTTOM OF BULKHEAD TO BE PAINTED PT-6 FACE AND BOTTOM
OF BULKHEAD AT 9'-6" HEIGHT TO BE PAINTED PT-1 BOTTOM OF BULKHEAD AT 9'-0" TO BE PAINTED PT-6 FACE AND BOTTOM OF BULKHEAD AT 8'-6" TO BE PATED PT-1 FACE OF BULKHEAD TO BE PAINTED PT-1
GYPSUM CEILING AT 9'-0" TO BE PAINTED PT-6 EXTERIOR WALL ASSEMBLY REFER TO RCP 2" X 4" WOOD STUD FRAMES @16" O.C. 5/8" TYPE "X" GYPSUM BOARD FACE OF BULKHEAD AND GYPSUM CEILING AT 9'-6"
TO BE PAINTED PT-1 WOOD STUD BRACING TO STRUCTURE ABOVE @4'-0" O.C. MINIMUM BOTTOM OF BULKHEAD TO BE PAINTED PT-6 5/8" TYPE "X" GYPSUM BOARD 6" 6" FACE OF BULKHEAD TO BE PAINTED PT-1
CORNER BEAD (TYP.) REFER TO RCP FACE OF BULKHEAD AND GYPSUM CEILING AT 9'-6" TO BE PAINTED PT-1 6" 6" BOTTOM OF BULKHEAD TO BE PAINTED PT-6 M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN
STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777
FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality
Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG NDH MFG HAMILTON COUNTY PARKS,
INC. COXHALL MANSION RENOVATION A121 ENLARGED FLOOR PLANS & DETAILS ACCESSORY SCHEDULE MARK ITEM MANUFACTURER MODEL NUMBER REMARKS 1. TOILET PAPER HOLDER -SURFACE MOUNTED BOBRICK B-4288
REFER TO ANTHROPOMETRIC LEGEND FOR MOUNTING HEIGHTS. 2. GRAB BAR 36" BOBRICK B-6806.99x36 REFER TO ANTHROPOMETRIC LEGEND FOR MOUNTING HEIGHTS. 3. GRAB BAR 42" BOBRICK B-6806.99x42 REFER
TO ANTHROPOMETRIC LEGEND FOR MOUNTING HEIGHTS. 4. GRAB BAR 18" BOBRICK b-6806.99x42 REFER TO ANTHROPOMETRIC LEGEND FOR MOUNTING HEIGHTS. 5. SANITARY NAPKIN DISPOSAL -PARTITION MOUNTED
BOBRICK B-4354 REFER TO ANTHROPOMETRIC LEGEND FOR MOUNTING HEIGHTS. 6. RECESSED PAPERTOWEL DISPENSER BOBRICK B-35903 REFER TO ANTHROPOMETRIC LEGEND FOR MOUNTING HEIGHTS. 7. SURFACE MOUNTED
SOAP DISPENSER BOBRICK B-4112 REFER TO ANTHROPOMETRIC LEGEND FOR MOUNTING HEIGHTS. 8. SURFACE MOUNTED SEAT-COVER DISPENSER BOBRICK B-4221 REFER TO ANTHROPOMETRIC LEGEND FOR MOUNTING
HEIGHTS. 9. CONICAL BELL VESSEL LAVATORY KOHLER K-2200 FINSH: BISCUIT 10. REVIVAL WALL-MOUNT LAVATORY FAUCET KOHLER K-T16106-4A-BN FINISH: VIBRANT BRUSHED NICKEL 11. CHANNEL-FRAMED MIRROR
26" X 36" REFER TO ANTHROPOMETRIC LEGEND FOR MOUNTING HEIGHTS. 12. RECESSED SANITARY NAPKIN/TAMPON VENDOR BOBRICK B-43500 25 REFER TO ANTHROPOMETRIC LEGEND FOR MOUNTING HEIGHTS. 13.
TRASH OPENING IN COUNTERTOP 1/4" = 1'-0" 2 WOMEN'S RESTROOM ELEVATION -FINISHES (TYP.) 1/4" = 1'-0" 1 ENLARGED FLOOR PLAN -MEN'S & WOMEN'S RESTROOMS 1/2" = 1'-0" 3 SINK APRON SECTION
1/4" = 1'-0" 4 BREAK OUT -DISPLAY CASE ELEVATION 1/2" = 1'-0" 5 DISPLAY CASE SECTION 1" = 1'-0" 7 BULKHEAD DETAIL 02 1" = 1'-0" 6 BULKHEAD DETAIL 01 1" = 1'-0" 8 BULKHEAD DETAIL 03
AB CEILING HEIGHT ABOVE F.F. CEILING TAG CEILING TYPE A 8'-0" LIGHT FIXTURES GYPSUM BOARD E 1/2" FIBER CEMENT SOFFIT 2x2 SUSPENDED ACOUSTICAL CEILING TILE AND GRID SYSTEM A 9' -6" A
B.O.J. A 9' -6" A 9' -6" B 8' -6" A 8' -6" A 8' -0" B 8' -6" A 8' -6" A 9' -0" A 9' -0" A 8' -0" E B.O.J. E B.O.J. A 10' -0" 7 A 9' -6" A121 A 8' -6" 6 3/4 " A 9' -0" A 9' -0" 2 2 2
2 22 4 4 4 8 A121 A 9' -0" CORRIDOR 101 MECHANICAL 103 BANQUET ROOM 105 BREAK OUT 104 CORRIDOR 106 WOMEN'S TOILET 109 MEN'S TOILET 108 STAIRS 102 STORAGE 110 A 7' -6" C.4 C.3 C.4 C.3
C.4 C.3 A B.O.J. A 8' -6" A B.O.J. 3333 STORAGE ROOM 004 CORRIDOR 001 MECHANICAL 003 STAIRS 002 NOT USED MURRAY FEISS SF214GBZ: 3-LIGHT MORNINGSIDE DIMENSIONS: 18"DIA, 12"H FINISH: GRECIAN
BRONZE (GBZ) MURRAY FEISS FM252GBZ: 3-LIGHT MORNINGSIDE DIMENSIONS: 15"DIA, 6 1/2"H FINISH: GRECIAN BRONZE (GBZ) MURRAY FEISS WB1270GBZ: 1-LIGHT MORNINGSIDE DIMENSIONS: 8"W x 8"H (EXTENDS
4") FINISH: GRECIAN BRONZE (GBZ) 1234 MARK IMAGE DESCRIPTION NOT USED M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I.
Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY
WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS
ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG NDH/EMR MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A201 LOWER LEVEL
/FIRST FLOOR REFLECTED CEILING PLAN REFLECTED CEILING LEGEND REFLECTED CEILING NOTES A. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL NOTES AND CEILING INFORMATION. B. PROVIDE CONTROL
JOINTS IN PLASTER & GYPSUM BOARD CEILINGS AND BUILKHEADS WHERE RECOMMENDED/REQUIRED BY MANUFACTURERS OR INDUSTRY STANDARDS, OR WHERE INDICATED. COORDINATE LOCATION WITH ARCHITECT. C.
ALL CEILING HEIGHTS HEIGHTS ARE FROM FINISHED FLOOR. D. INSTALL SUSPENDED CEILING GRID WITH EQUAL SIZE PANELS AT EACH SIDE OR END OF THE INDIVIDUAL SPACES UNLESS OTHERWISE INDICATED.
NO PANEL SHALL BE LESS THAN 4" WIDE. E. THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT OF ALL CEILING ELEMENTS AND/OR PENETRATIONS. COORDINATE ANY FIELD VERIFIED OR
AS-BUILT CONDITIONS THAT DIFFER FROM WHAT IS SHOWN ON THESE PLANS WITH THE ARCHITECT. F. SIZES AND SHAPES OF LIGHTING FIXTURES AND OTHER MISCELLANEOUS ELECTRICAL EQUIPMENT (IF SHOWN)
ARE FOR REFERENCE ONLY. COORDINATE ACTUAL SIZES AND TYPES WITH THE ELECTRICAL DRAWINGS/ENGINEER. G. COORDINATE CLEARANCES WITH M.E.P. DRAWINGS. NOTIFY ARCHITECT OF CONFLICTS PRIOR TO
CONSTRUCTION. H. SIZES OF MECHANICAL EQUIPMENT (IF SHOWN) ARE FOR REFERENCE ONLY. COORDINATE ACTUAL SIZES AND TYPES WITH MECHANICAL DRAWINGS/ENGINEER. I. ALL CEILING MOUNTED ITEMS (SPRINKLER
HEADS, MOUNTING MECHANISMS, ETC.) SHALL BE CENTERED IN THE CEILING PANELS UNLESS OTHERWISE NOTED/INDICATED. REFLECTED CEILING PLAN KEY NOTES C.1 GYPSUM BOARD BULKEAD -REFER TO DETAIL
3/A201. C.2 DOUBLE LAYER OF GYPSUM DRYWALL AS ROOM NEEDS TO BE FIRE RATED FOR 2 HOURS. C.3 WOOD SOFFIT WITH VENTING. C.4 DENTAL BLOCKS AT 1'-0" O.C. 1/8" = 1'-0" 1 FIRST FLOOR REFLECTED
CEILING PLAN 1/8" = 1'-0" 2 LOWER LEVEL REFLECTED CEILING PLAN LIGHTING LEGEND
AB CEILING HEIGHT ABOVE F.F. CEILING TAG CEILING TYPE A 8'-0" LIGHT FIXTURES GYPSUM BOARD E 1/2" FIBER CEMENT SOFFIT 2x2 SUSPENDED ACOUSTICAL CEILING TILE AND GRID SYSTEM A 9' -6" A
9' -0" A 10' -3" A 9' -0" A 8' -6" A 8' -6" 2 2 2 2A 8' -0" CORRIDOR 201 CORRIDOR 201 STAIRS 202BALCONY 203 A B.O.J. A B.O.J. A B.O.J. A B.O.J. A B.O.J. A B.O.J. A B.O.J. A B.O.J. A
B.O.J. A B.O.J. A 8' -6" A 6' -8" A B.O.J. 22 2 2 A 9' -0" A 9' -0" A 9' -0" A 6' -8" STAIRS CORRIDOR 302A 301 ELEV. CONTROL ROOM 305 LOUNGE 303 MECHANICAL ROOM 304 C.2 C.3 C.4 C.3 C.4
NOT USED MURRAY FEISS SF214GBZ: 3-LIGHT MORNINGSIDE DIMENSIONS: 18"DIA, 12"H FINISH: GRECIAN BRONZE (GBZ) MURRAY FEISS FM252GBZ: 3-LIGHT MORNINGSIDE DIMENSIONS: 15"DIA, 6 1/2"H FINISH:
GRECIAN BRONZE (GBZ) MURRAY FEISS WB1270GBZ: 1-LIGHT MORNINGSIDE DIMENSIONS: 8"W x 8"H (EXTENDS 4") FINISH: GRECIAN BRONZE (GBZ) 1234 MARK IMAGE DESCRIPTION NOT USED M A ICHA A T RCHI
TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING
LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project
Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10
MFG NDH/EMR MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A202 SECOND /THIRD FLOOR REFLECTED CEILING PLANS REFLECTED CEILING NOTES A. REFER TO REFLECTED CEILING PLAN FOR
ADDITIONAL NOTES AND CEILING INFORMATION. B. PROVIDE CONTROL JOINTS IN PLASTER & GYPSUM BOARD CEILINGS AND BUILKHEADS WHERE RECOMMENDED/REQUIRED BY MANUFACTURERS OR INDUSTRY STANDARDS,
OR WHERE INDICATED. COORDINATE LOCATION WITH ARCHITECT. C. ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR. D. INSTALL SUSPENDED CEILING GRID WITH EQUAL SIZE PANELS AT EACH SIDE OR END OF
THE INDIVIDUAL SPACES UNLESS OTHERWISE INDICATED. NO PANEL SHALL BE LESS THAN 4" WIDE. E. THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT OF ALL CEILING ELEMENTS AND/OR
PENETRATIONS. COORDINATE ANY FIELD VERIFIED OR AS-BUILT CONDITIONS THAT DIFFER FROM WHAT IS SHOWN ON THESE PLANS WITH THE ARCHITECT. F. SIZES AND SHAPES OF LIGHTING FIXTURES AND OTHER
MISCELLANEOUS ELECTRICAL EQUIPMENT (IF SHOWN) ARE FOR REFERENCE ONLY. COORDINATE ACTUAL SIZES AND TYPES WITH THE ELECTRICAL DRAWINGS/ENGINEER. G. COORDINATE CLEARANCES WITH M.E.P. DRAWINGS.
NOTIFY ARCHITECT OF CONFLICTS PRIOR TO CONSTRUCTION. H. SIZES OF MECHANICAL EQUIPMENT (IF SHOWN) ARE FOR REFERENCE ONLY. COORDINATE ACTUAL SIZES AND TYPES WITH MECHANICAL DRAWINGS/ENGINEER.
I. ALL CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING MECHANISMS, ETC.) SHALL BE CENTERED IN THE CEILING PANELS UNLESS OTHERWISE NOTED/INDICATED. REFLECTED CEILING PLAN KEY NOTES C.1
GYPSUM BOARD BULKEAD -REFER TO DETAIL 3/A201. C.2 DOUBLE LAYER OF GYPSUM DRYWALL AS ROOM NEEDS TO BE FIRE FIRE RATED FOR 2 HOURS. C.3 WOOD SOFFIT WITH VENTING. C.4 DENTAL BLOCKS AT 1'-0"
O.C. REFLECTED CEILING LEGEND 1/8" = 1'-0" 1 SECOND FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" 2 THIRD FLOOR REFLECTED CEILING PLAN LIGHTING LEGEND
FIRST FLOOR 100' -0" 3 -ROOF 141' -9 1/4" SECOND FLOOR 112' -4 5/8" THIRD FLOOR 123' -9 1/4" B.O. ROOF 137' -8" E.13 E.4 E.6 E.7 E.2 E.9 E.11 E.10 E.7 E.2 E.3 E.5 E.12 E.17 E.6 E.14
E.15 E.16 12 8 12 8 12 9 4 12 12 E.4 FIRST FLOOR 100' -0" 3 -ROOF 141' -9 1/4" SECOND FLOOR 112' -4 5/8" THIRD FLOOR 123' -9 1/4" B.O. ROOF 137' -8" E.13 E.4 E.6 E.7 E.4 4 12 12 FIRST
FLOOR 100' -0" 3 -ROOF 141' -9 1/4" SECOND FLOOR 112' -4 5/8" THIRD FLOOR 123' -9 1/4" B.O. ROOF 137' -8" E.4 E.5 E.6 E.2 E.7 E.3 E.2 E.11 E.5 E.9 E.7 E.6 E.4 E.4 E.12 E.12 E.3 E.13
E.4 E.14 E.15 E.2 E.1 E.1 12 12 12 9 2 22 2 3 3 3 3 1 1 1 1 4 M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc.
TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH
DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE
1/8" = 1'-0" 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 Checker Author Approver HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A501 EXTERIOR ELEVATIONS
1/8" = 1'-0" 1 SOUTH ELEVATION ELEVATION KEY NOTES E.1 STANDARD FACE BRICK -FLEMISH BOND (MATCH EXISTING FOR SIZE, PATTERN, AND COLOR) E.2 STANDARD FACE BRICK -SOLDIER COARSE (OFFSET
1") E.3 STANDARD FACE BRICK -STACK BOND (OFFSET 1") E.4 DIMENSIONAL ASHPALT SHINGLES -DECORATIVE SLATE APPEARANCE. E.5 SHINGLE OVER -RIDGE VENT E.6 PREFINISHED ALUMINUM 6" K-STYLE GUTTER
AND 3"x4" DOWNSPOUT -COLOR TO MATCH TRIM E.7 CORNICE MOLDING WITH DENTAL BLOCKS TO MATCH EXISTING IN PROFILE AND SIZE. REFER TO ___/A601. E.8 NOT USED. E.9 CROWN MOLDING E.10 PAINTED
FIBER CEMENT TRIM BOARD 1X10 E.11 PAINTED FIBER CEMENT TRIM BOARD 1X4 E.12 PAINTED CEMENTITIOUS FIBER LAP SIDING E.13 NEW RAILING SYSTEM TO MATCH EXISTING IN LOCATION, SIZE, SHAPE, AND
STYLE. E.14 PREFORMED COLUMN WRAP E.15 LIMESTONE SILL/CAP E.16 LOUVER VENT WITH PREFORMED FLAT TRIM AND KEYSTONES E.17 DENTAL BLOCKS -SHAPED FOR ROOF PITCH, MATCH EXISTING IN SIZE, SHAPE,
AND STYLE E.18 Brick Sill -Sloped 1/4" per 1'-0" 1/8" = 1'-0" 2 WEST ELEVATION 1/8" = 1'-0" 3 NORTH ELEVATION
FIRST FLOOR 100' -0" 3 -ROOF 141' -9 1/4" SECOND FLOOR 112' -4 5/8" THIRD FLOOR 123' -9 1/4" BRICK LEDGE 95' -9" B.O. ROOF 137' -8" E.13 E.4 E.9 E.12 E.4 E.18 E.7 E.6 E.4 E.5 E.10 E.12
E.6 E.5 E.4 E.7 E.2 E.1 E.14 E.15 E.2 E.3 E.6 4 12 12 2 22 2 3 3 3 3 12 9 1 M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul
I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY
WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS
ARCHITECTURE 1/8" = 1'-0" 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG NDH MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A502 EXTERIOR ELEVATIONS
/BUILDING SECTION 1/8" = 1'-0" 1 SOUTH ELEVATION ELEVATION KEY NOTES E.1 STANDARD FACE BRICK --FLEMISH BOND (MATCH EXISTING FOR SIZE, PATTERN, AND COLOR) E.2 STANDARD FACE BRICK -SOLDIER
COARSE (OFFSET 1") E.3 STANDARD FACE BRICK -STACK BOND (OFFSET 1") E.4 DIMENSIONAL ASHPALT SHINGLES -DECORATIVE SLATE APPEARANCE. E.5 SHINGLE OVER -RIDGE VENT E.6 PREFINISHED ALUMINUM
6" K-STYLE GUTTER AND 3"x4" DOWNSPOUT -COLOR TO MATCH TRIM E.7 CORNICE MOLDING WITH DENTAL BLOCKS TO MATCH EXISTING IN PROFILE AND SIZE. REFER TO ___/A601. E.8 NOT USED. E.9 CROWN MOLDING
E.10 PAINTED FIBER CEMENT TRIM BOARD 1X10 E.11 PAINTED FIBER CEMENT TRIM BOARD 1X4 E.12 PAINTED CEMENTITIOUS FIBER LAP SIDING E.13 NEW RAILING SYSTEM TO MATCH EXISTING IN LOCATION, SIZE,
SHAPE, AND STYLE. E.14 PREFORMED COLUMN WRAP E.15 LIMESTONE SILL/CAP E.16 LOUVER VENT WITH PREFORMED FLAT TRIM AND KEYSTONES E.17 DENTAL BLOCKS -SHAPED FOR ROOF PITCH, MATCH EXISTING
IN SIZE, SHAPE, AND STYLE E.18 Brick Sill -Sloped 1/4" per 1'-0"
FIRST FLOOR 100' -0" SECOND FLOOR 112' -4 5/8" THIRD FLOOR 123' -9 1/4" 5/8" APA RATED PLYWOOD 2"X6" WOOD STUD FRAMING -OUTRIGGERS 30# ROOFING FELT UNDERLAYMENT 3/4" PAINTED FIBER CEMENT
SOFFIT LOUVER -COLOR TO MATCH TRIM (COORDINATE WITH MEP DWGS) LOUVER TRIM WITH KEYSTONES PAINTED FIBER CEMENT LAP SIDING PROVIDE SEALANT AT PERIMETER, ALL EDGES PREFINISHED ALUMINUM
ROOF DRIP EDGE DIMENSIONAL ASPHALT SHINGLES SHINGLE OVER RIDGE VENT DENTAL BLOCK -SHAPED FOR ROOF PITCH 2x8 FIBER CEMENT WOOD TRIM FIBER CEMENT LAP SIDING ALUMINUM FLASHING -EXTEND 8"
HORIZONTALLY AND VERTICALLY PREFINISHED ALUMINUM 6" K-STYLE GUTTER SYSTEM. PAINTED 1x10 FASCIA BOARD DENTAL BLOCK PAINTED TRIM BOARDS 5/8" APA RATED PLYWOOD DIMENSIONAL ASPHALT SHINGLES
ICE AND WATER SHIELD MIN. 2'-0" FOUNDATION DRAINAGE PIPE LIQUID APPLIED DAMP PROOFING FREE DRAINAGE AGGREGATE 2" RIGID INSULATION BOARD FACE BRICK -SOLDIER COARSE FACE BRICK -FLEMISH
BOND -MATCH EXISTING 1/2" ADA RATED PLYWOOD 9" WOOD BASE 2"x6" WOOD SILL PLATE SILL GASKET, TYP. THROUGH WALL FLASHING WITH WEEP VENTS, TYP. GROUT SOLID TYVEK WEATHER BARRIER R19 BATT
INSULATION 2"x6" WOOD STUD FRAMING @16" O.C. VAPOR RETARDER 5/8" TYPE "X" GYP. BOARD ACOUSTICAL TILE AND GRID SYSTEM -REFER TO RCP 2"x8" WOOD JOIST -REFER TO STRUCTURAL DWGS 3/4" APA
RATED PLYWOOD -REFER TO STRUCTURAL DWGS WOOD TRUSS -REFER TO STRUCTURAL DWGS 5/8" TYPE "X" GYP. BOARD 2"x6" WOOD STUD FRAMING @16" O.C. A601 6 FIRST FLOOR 100' -0" SECOND FLOOR 112'
-4 5/8" THIRD FLOOR 123' -9 1/4" SECOND FLOOR GARAGE 108' -6 1/4" 5/8" APA RATED PLYWOOD 2"X6" WOOD STUD FRAMING -REFER TO STRUCTURAL DWGS DIMENSIONAL ASPHALT SHINGLES ICE AND WATER
SHIELD PREFINISHED ALUMINUM 6" K-STYLE GUTTER SYSTEM. PAINTED 1x10 FASCIA BOARD DENTAL BLOCK PAINTED TRIM BOARDS PAINTED CROWN MOLDING TYVEK WEATHER BARRIER, TYP. ALUMINUM STOREFRONT
SYSTEM WITH 1" INSULATED GLAZING FACE BRICK -REFER TO STRUCTURAL EXTERIOR GRADE WOOD SHIM -TYP. ALUMINUM ROOF DRIP EDGE, TYP. PAINTED 1x4 TRIM BOARD PAINTED FIBER CEMENT LAP SIDING ALUMINUM
CLAD CASEMENT WINDOW PROVIDE SEALANT AT PERIMETER OF WINDOW -BOTH SIDES PAINTED 1x4 TRIM BOARD ALUMINUM FLASHING -EXTEND 8" HORIZONTALLY AND VERTICALLY PAINTED FIBER CEMENT LAP SIDING
5/8" TYPE "X' GYP. BOARD VAPOR RETARDER WOOD CASING R38 FIBERGLASS INSULATION 2"x4" WOOD STUD FRAMING @16" O.C. R19 FIBERGLASS BATT INSULATION R38 FIBERGLASS INSULATION 5/8" TYPE "X'
GYP. BOARD 3/4" ADA RATED PLYWOOD -REFER TO STRUCTURAL DWGS 2"x8" WOOD JOISTS @16" O.C. -REFER TO STRUCTURAL DWGS 2"x4" WOOD STUD FRAMING @16" O.C. 5/8" TYPE "X' GYP. BOARD 2"x8" WOOD
STUD FRAMING @16" O.C. VAPOR RETARDER 2"x8" WOOD STUD HEADER 5/8" APA RATED PLYWOOD 2"X6" WOOD STUD FRAMING -REFER TO STRUCTURAL DWGS DIMENSIONAL ASPHALT SHINGLES 30# FELT ROOFING UNDERLAYMENT
ICE AND WATER SHIELD 1/2" APA RATED PLYWOOD THROUGH WALL FLASHING WITH WEEP VENTS SEALANT AT PERIMETER -BOTH SIDES, TYP. MIN. 2'-0" FOUNDATION DRAINAGE PIPE LIQUID APPLIED DAMP PROOFING
2" RIGID INSULATION BOARD FREE DRAINAGE AGGREGATE VAPOR RETARDER A601 5 Sim FIRST FLOOR 100' -0" SECOND FLOOR 112' -4 5/8" LOWER LEVEL 89' -6 3/8" THIRD FLOOR 123' -9 1/4" B.O. ROOF
137' -8" FULLY ADHERED .060 EPDM ROOF OVER 3/4" PLYWOOD 5/8" APA RATED PLYWOOD WOOD TRUSS -REFER TO STRUCTURAL DWGS 30# FELT ROOFING UNDERLAYMENT DIMENSIONAL ASPHALT SHINGLES ICE AND
WATER SHIELD PREFINISHED ALUMINUM 6" K-STYLE GUTTER SYSTEM. PAINTED 1x10 FASCIA BOARD DENTAL BLOCK PAINTED TRIM BOARDS 2"x4" WOOD STUD FRAMING R38 FIBERGLASS INSULATION 5/8" TYPE "X"
GYP. BOARD 2"x6" WOOD STUD HEADER 2"x6" WOOD STUD FRAMING @16" O.C. FACE BRICK -SOLDIER COARSE FACE BRICK -FLEMISH BOND -MATCH EXISTING 1/2" ADA RATED PLYWOOD ALUMINUM CLAD WOOD DOUBLE
HUNG WOOD WINDOW STEEL ANGLE BRICK SILL GYP. BOARD CEILING WOOD CASING 9" WOOD BASE 3/4" ADA RATED PLYWOOD -REFER TO STRUCTURAL DWGS 2"x12" WOOD JOISTS -REFER TO STRUCTURAL DWGS WOOD
FRAMED GYP. BOARD BULKHEAD 6" 1'-0" FACE BRICK -FLEMISH BOND -MATCH EXISTING R19 FIBERGLASS BATT INSULATION FACE BRICK -SOLDIER COARSE ALUMINUM CLAD WOOD DOUBLE HUNG WOOD WINDOW STEEL
ANGLE 2"x6" WOOD STUD HEADER 3/4" APA RATED PLYWOOD BRICK SILL BRICK SILL STEEL BEAM -REFER TO STRUCTURAL DWGS PRE-FORMED COLUMN WRAP LIMESTONE CAP/SILL 1'-4" FACE BRICK -FLEMISH BOND
-MATCH EXISTING ALUMINUM STOREFRONT ENTRANCE SYSTEM ALUMINUM STOREFRONT ENTRANCE SYSTEM 5/8" TYPE "X" GYP. BOARD 2"x12" WOOD JOISTS -REFER TO STRUCTURAL DWGS 1/2" FIBER CEMENT BOARD
SOFFIT 2"x12" WOOD JOISTS -REFER TO STRUCTURAL DWGS A601 5 VAPOR RETARDER, TYP. TYVEK WEATHER BARRIER, TYP. VAPOR RETARDER R38 FIBERGLASS INSULATION 2" RIGID INSULATION BOARD FOUNDATION
DRAINAGE PIPE FLUID APPLIED DAMP PROOFING FREE DRAINAGE AGGREGATE 2'-4 5/8" FACE BRICK -SOLDIER COARSE 5/8" APA RATED PLYWOOD WOOD TRUSS -REFER TO STRUCTURAL DWGS 30# FELT ROOFING UNDERLAYMENT
DIMENSIONAL ASPHALT SHINGLES ICE AND WATER SHIELD PAINTED CROWN MOLDING 2x6 FIBER CEMENT TRIM FIBER CEMENT LAP SIDING WEATHER BARRIER ALUMINUM FLASHING MIN. 8" VERTICALLY AND HORIZONTALLY
5/8" TYPE "X" GYP. BOARD ALUMINUM DRIP EDGE 1/2" APA RATED PLYWOOD 2x4 WOOD STUD FRAMING @16"O.C. R19 BATT INSULATION R38 INSULATION 5/8" APA RATED PLYWOOD 2x6 WOOD FRAMING FOR ROOF
SADDLE 1'-0" 1'-4" 5/8" APA RATED PLYWOOD DIMENSIONAL ASPHALT SHINGLES ICE AND WATER SHIELD ALUMINUM FLASHING WITH DRIP EDGE PREFINISHED ALUMINUM 6" K-STYLE GUTTER SYSTEM. PAINTED 1x10
FIBER CEMENT FASCIA BOARD DENTAL BLOCK CROWN MOLDING SEALANT, TYP. PAINTED 3/4 FIBER CEMENT SOFFIT BOARD SOFFIT VENT 3/4" COVE MOLDING PAINTED TRIM BOARDS 7 1/8" 2 3/8" 3 3/4" 2x4 WOOD
STUD FRAMING @16" O.C. TREATED WOOD BLOCKING -AS REQUIRED FIRST FLOOR 100' -0" SECOND FLOOR 112' -4 5/8" MIN. 2'-0" 2"x12" WOOD JOIST -REFER TO STRUCTURAL DWGS 3/4" APA RATED PLYWOOD
-REFER TO STRUCTURAL DWGS 2"x6" WOOD STUD FRAMING @16" O.C. 2HR RATED FLOOR ASSEMBLY -UL DESIGN No. L556 2HR RATED WALL ASSEMBLY (2) LAYER 5/8" TYPE "X" GYP. BOARD 9" WOOD BASE STEP
FLASHING 8" MIN. HORIZONTALLY AND VERTICALLY DIMENSIONAL ASPHALT SHINGLES 30# FELT ROOFING UNDERLAYMENT 5/8" TYPE "X" GYP. BOARD 2"x6" WOOD STUD FRAMING @16" O.C. VAPOR RETARDER R38
FIBERGLASS INSULATION WOOD TRUSSES -REFER TO STRUCTURAL DWGS 1/2" FIBER CEMENT SOFFIT BOARD -PAINTED (3) LAYERS 5/8" TYPE "X" GYP. BOARD 7/8" HAT CHANNELS @16" O.C. 5/8" TYPE "X" GYP.
BOARD SEALANT, TYP. STEEL BEAM -REFER TO STRUCT. DWGS FACE BRICK -FLEMISH BOND -MATCH EXISTING 1/2" ADA RATED PLYWOOD TYVEK WEATHER BARRIER STEEL PLATE -REFER TO STRUCT. DWGS SEALANT,
TYP. FOUNDATION DRAINAGE PIPE LIQUID APPLIED DAMP PROOFING FREE DRAINAGE AGGREGATE 2" RIGID INSULATION BOARD 5/8" APA RATED PLYWOOD -REFER TO STRUCTURAL DWGS. 2" 1'-4" 3 3/4" 1/2" 1
3/4" 7 1/8" 2 3/8" 1'-0" PAINTED FIBER CEMENT LAP SIDING ALUMINUM FLASHING -EXTEND 8" HORIZONTALLY AND VERTICALLY 5/8" APA RATED PLYWOOD DIMENSIONAL ASPHALT SHINGLES ICE AND WATER SHIELD
8 " 8" TYVEK WEATHER BARRIER ALUMINUM FLASHING WITH DRIP EDGE PREFINISHED ALUMINUM 6" K-STYLE GUTTER SYSTEM. PAINTED 1x10 FIBER CEMENT FASCIA BOARD DENTAL BLOCK CROWN MOLDING FACE BRICK
-SOLDIER COARSE PAINTED 3/4 FIBER CEMENT SOFFIT BOARD SOFFIT VENT 3/4" COVE MOLDING PAINTED TRIM BOARDS M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R
G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS,
INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn
By: CERTIFIED BY: CONSULTANTS ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 Checker Author Approver HAMILTON COUNTY PARKS, INC. COXHALL
MANSION RENOVATION A601 BUILDING SECTIONS 1/2" = 1'-0" 3 WALL SECTION 1/2" = 1'-0" 2 WALL SECTION 1/2" = 1'-0" 1 WALL SECTION 1" = 1'-0" 4 WALL SECTION 1 1/2" = 1'-0" 3/4" = 1'-0" 5
DETAIL 7 WALL SECTION 1 1/2" = 1'-0" 6 DETAIL
HARDWARE SET #4 3 -HINGE 1 -LOCKSET -STOREROOM 1 -WALL STOP 3 -DOOR SILENCER HARDWARE SET #7 6 -HINGES 2 -CLOSER W/HOLD OPEN 1 -PULL 1 -PUSH PLATE 1 -WALL STOP 3 -DOOR SILENCERS HARDWARE
SET #1 2 -EXIT DEVICE -CONCEALED VERTICAL ROD, HEY KEY DOGGING, NIGHT LATCH (ONE SIDE) 6 -HINGE 2 -DOOR PULLS 2 -CLOSER, WITH STOP 1 -CYLINDER CORE 1 -CYLINDER HOUSING 1 -WEATHERSTRIP
1 -THRESHOLD 3 -DOOR SILENCER HARDWARE SET #2 1 -EXIT DEVICE -CONCEALED VERTICAL ROD, HEX KEY DOGGING, NIGHT LATCH 3 -HINGE 1 -DOOR PULLS 1 -CLOSER, WITH STOP 1 -CYLINDER CORE 1 -CYLINDER
HOUSING 1 -WEATHERSTRIP 1 -THRESHOLD 3 -DOOR SILENCER HARDWARE SET #3 1 -EXIT DEVICE -CONCEALED VERTICAL ROD, HEX KEY DOGGING, NIGHT LATCH 3 -HINGE 1 -DOOR PULLS 1 -CLOSER, WITH STOP
1 -CYLINDER CORE 1 -CYLINDER HOUSING 3 -DOOR SILENCER HARDWARE SET #5 3 -HINGE 1 -PULL 1 -PUSH PLATE 1 -CLOSER 1 -WALL STOP 3 -DOOR SILENCER HARDWARE SET #6 3 -HINGE 1 -PASSAGE LATCHSET
1 -CLOSER 1 -WALL STOP 3 -DOOR SILENCER NOTE: FIRE RATED DOORS SHALL BE TESTED TO RATINGS INDICATED ON SCHEDULE IN ACCORDANCE WITH UL 10C OR UBC STANDARD 7-2-97 ("POSITIVE PRESSURE");
UL OR WH (ITS) LABELED WITHOUT ANY VISIBLE SEALS WHEN DOOR IS CLOSED. HARDWARE FINISH : MEDIUM BRONZE 694 WOOD STUDS @16" O.C. SEE WALL TYPES FOR SIZE SEALANT EACH SIDE, ENTIRE PERIMETER
SOLID WOOD FRAME DOOR, SEE SCHEDULE 5/8" TYPE 'X' GYPSUM WALL BOARD, SEE WALL TYPES GLASS AND GLAZING STOPS WHERE APPLICABLE, SEE PLAN SEE WALL TYPES 6" WOOD TRIM BOARD WOOD STUDS @16"
O.C. SEALANT EACH SIDE, ENTIRE PERIMETER SOLDID WOOD FRAME DOOR, SEE SCHEDULE 5/8" GYPSUM WALL BOARD, SEE WALL TYPES GLASS AND GLAZING STOPS WHERE APPLICABLE, SEE PLAN 6" 6" TRIM BOARDS
6" 6" 6" SEE SCHED. 9" 2" 2" 2" SEE SCHED. 1 2 INSET PANEL (1/4") 1" INSULATED TEMPERED GLAZING A B 3'-0" 2 3 3'-0" 6'-8" 5'-0" 6'-4" 7'-4" 1 1" INSULATED TEMPERED GLAZING 1" INSULATED
GLAZING 1" INSULATED GLAZING GENERAL NOTE: VERIFY ROUGH OPENINGS WITH WINDOW MANUFACTURER 4 1" INSULATED GLAZING LOUVER 1'-0" 4'-8 1 /2" 2'-10 1/4" 5'-8 1 /2" 6 1/2" 4 1/2" TYP. 4 1/2"
INTERNAL MUNTINS INTERNAL MUNTINS 6'-5" 2'-7 1/4" 2'-7 1/4" M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc.
TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH
DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE
As indicated 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG NDH MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A701 DOOR AND WINDOW SCHEDULE DOOR
SCHEDULE HARDWARE SETS DOOR NUMBER DOOR Frame FIRE RATING
Hardware TYPE W H T MATERIAL FINISH TYPE MATERIAL FINISH SET COMMENTS 001A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 3 002A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 1.5 HR 6 Shall
be UL Rated Frame and Door 003A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 4 004A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 4 101A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 3
101B B 3' -0" 7' -2" 1 3/4" ALUMINUM /GLASS PT-5 2 ALUMINUM PT-5 2 102A B 3' -0" 7' -2" 1 3/4" ALUMINUM /GLASS PT-5 2 ALUMINUM PT-5 2 102B A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4
1.5 HR 6 Shall be UL Rated Frame and Door 103A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 4 104A B 6' -0" 7' -2" 1 3/4" ALUMINUM /GLASS PT-5 2 ALUMINUM PT-5 1 104B B 6' -0" 7' -2"
1 3/4" ALUMINUM /GLASS PT-5 2 ALUMINUM PT-5 1 105A B 6' -0" 7' -0" 1 3/4" WOOD /GLASS PT-5 1 WOOD PT-4 7 105B B 6' -0" 7' -0" 1 3/4" WOOD /GLASS WD-1 1 WOOD PT-4 7 105C B 6' -0" 7' -2"
1 3/4" ALUMINUM /GLASS PT-5 2 ALUMINUM PT-5 1 105D B 6' -0" 7' -2" 1 3/4" ALUMINUM /GLASS PT-5 2 ALUMINUM PT-5 1 105E B 6' -0" 7' -2" 1 3/4" ALUMINUM /GLASS PT-5 2 ALUMINUM PT-5 1 106A
B 6' -0" 7' -2" 1 3/4" ALUMINUM /GLASS PT-5 2 ALUMINUM PT-5 1 106B A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 2 107A A 3' -0" 7' -0" 1 3/4" WOOD WD-WD-1 1 WOOD PT-4 4 108A A 3' -0"
7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 5 109A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 5 110A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 4 201A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1
WOOD PT-4 3 202A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 1.5 HR 6 Shall be UL Rated Frame and Door 302A A 3' -6" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 1.5 HR 6 Shall be UL Rated Frame
and Door 304A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 4 305A A 3' -0" 7' -0" 1 3/4" WOOD WD-1 1 WOOD PT-4 4 1 1/2" = 1'-0" 1 HEAD DETAIL -TYPICAL 1 1/2" = 1'-0" 2 JAMB DETAIL -TYPICAL
WINDOW ELEVATIONS DOOR ELEVATIONS FRAME ELEVATIONS
UP DN UP DN UP DN FIRST FLOOR 100' -0" 3 -ROOF 141' -9 1/4" SECOND FLOOR 112' -4 5/8" LOWER LEVEL 89' -6 3/8" THIRD FLOOR 123' -9 1/4" 7 A601 B.O. ROOF 137' -8" 2 HOUR FIRE RATING -UL
DESIGN No. U301, SEE LIFE SAFETY PLAN 2 HOUR FIRE RATING -UL DESIGN No. L556, SEE LIFE SAFETY PLAN 2 HOUR FIRE RATING -UL DESIGN No. L556, SEE LIFE SAFETY PLAN 2 HOUR FIRE RATING, SEE
LIFE SAFETY PLAN 2 HOUR FIRE RATING, SEE LIFE SAFETY PLAN 17 E QUALLY SPACED RISERS 10'-5 5/8" 21 EQUALLY SPACED RISERS 12'-4 1 /2" 3'-0" 3'-0" 3'-6" 11" 1'-0" 1'-0" 11" 1'-0" 1'-0"
11" 1'-0" 3'-0" 3'-0" 3'-6" 1'-0" 4'-3 3/4" 19 EQUALLY SPACED RISERS 11'-4 5/8" FIRST FLOOR 100' -0" 3 -ROOF 141' -9 1/4" SECOND FLOOR 112' -4 5/8" LOWER LEVEL 89' -6 3/8" THIRD FLOOR
123' -9 1/4" B.O. ROOF 137' -8" 2 HOUR FIRE RATING, SEE LIFE SAFETY PLAN 2 HOUR FIRE RATING, SEE LIFE SAFETY PLAN 2 HOUR FIRE RATING, SEE LIFE SAFETY PLAN 2 HOUR FIRE RATING, SEE LIFE
SAFETY PLAN 2 HOUR FIRE RATING, SEE LIFE SAFETY PLAN 2 HOUR FIRE RATING, SEE LIFE SAFETY PLAN UL DESIGN No. U301 FLOOR 2HR ASSEMBLY -UL DESIGN No. L556 UL DESIGN No. U301 5 A801 STAIRS
002 16'-3 1/4" 1'-3 5/8" (9) TREADS @11" MIN. EA. TREAD 8'-3" LANDING WIDTH 4'-8" 8'-3 1/8" LANDING WIDTH 4'-8" FLIGHT UP FLOOR LANDING 4'-4" STAIRWELL OPENING 17'-3" 1'-0" 3'-8" 3'-8"
GUARDRAIL HANDRAIL 5 A801 16'-7 3/8" STAIRWELL OPENING 8'-1 1/8" 1'-4" STAIRS 102 3'-8" 3'-8" FLOOR LANDING 4'-4 3/8" 11" MIN. TREAD 8'-3" LANDING WIDTH 4'-8" 11" MIN. TREAD 5 '-6" STAIRWELL
OPENING 17'-3 3/8" FLIGHT UP FLIGHT DOWN 1'-0" 11" 1'-0" 1'-0" 1'-0" 5 A801 7 A601 STAIRS 202 STAIRWELL OPENING 22'-11 3/8" FL OOR LANDING 6'-4 3 /8" (13) TREADS @11" MIN. EA. TREAD
11'-11" 8'-3 1/2" 3'-8 1/8" LANDING WIDTH 4'-8" FLIGHT UP LANDING WIDTH 4'-8" FLIGHT DOWN 1'-0" 1'-0" 11" 1'-0" 1'-0" 1'-0" HANDRAIL GUARDRAIL 5 A801 STAIRS 302A (4) TREADS @11" MIN.
EA. TREAD 3'-8" FLIGHT DOWN (13) TREADS @11" MIN. EA. TREAD 11'-11" FLIGHT WIDTH 3'-8" FLIGHT WIDTH 3'-8" STAIRWELL OPENING 8'-3 1/2" STAIRWELL OPENING 16'-6" FLOOR LANDING 4'-7" LANDING
WIDTH 4 '-7" FLIGHT DOWN HANDRAIL GUARDRAIL 1'-0 " 1'-0" 11" 1'-0" 1'-0" 6 A801 SHAFT OPENING 7'-10 3/8" 8'-5" SHAFT OPENING ELEVATOR PIT LADDER PER OASHA REQUIREMENTS -VERIFY LOCATION
WITH ELEVATOR SUPPLIER SUMP PIT LOCATION -PUMP NOT REQUIRED M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C Paul I. Cripe, Inc.
TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH
DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY: CONSULTANTS ARCHITECTURE
1/4" = 1'-0" 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 MFG EMR MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION A801 ELEVATOR AND STAIR PLANS/DETAILS
1/4" = 1'-0" 5 STAIR SECTION 1/4" = 1'-0" 6 ELEVATOR SECTION 1/4" = 1'-0" 1 LOWER LEVEL STAIR PLAN DETAIL 1/4" = 1'-0" 2 FIRST FLOOR STAIR PLAN DETAIL 1/4" = 1'-0" 3 SECOND FLOOR STAIR
PLAN DETAIL 1/4" = 1'-0" 4 THIRD FLOOR STAIR PLAN DETAIL 1/4" = 1'-0" 7 ELEVATOR PLAN DETAIL
UP UP UP REF. DN UP DN STORAGE ROOM 004 CORRIDOR 001 MECHANICAL 003 STAIRS 002 CPT-3 CPT-3 CPT-3 CPT-3 CPT-3 ETR CPT-3 ETR CPT-3 ETR CPT-3 ETR CPT-3 CPT-3 CPT-3 ETR CPT-3 ETR ETR AFF
ABOVE FINISHED FLOOR APC ACOUSTICAL PANEL CEILING ARP ACRYLIC RESIN PANEL CC CUBICLE CURTAINS CFC CONCRETE FLOOR COATINGS CG CORNER GUARD CK CORK FLOOR CMT CERAMIC MOSAIC TILE CONC.
CONCRETE CPT CARPET OR CARPET TILE CT CERAMIC TILE CTB CERAMIC TILE BASE ETR EXISTING TO REMAIN EQ EQUAL FCB FLASH COVE BASE GBP GYPSUM BOARD, PAINTED GL GLASS TILE /GLASS GNT GRANITE
TILE /FLOORING MC MULTI-COLOR COATING N.I.C. NOT IN CONTRACT O.C. ON CENTER PLAM PLASTIC LAMINATE PPT PORCELAIN PAVER TILE PT PAINT QT QUARRY TILE RBF RUBBER FLOORING RCB RUBBER COVE
BASE RF RESINOUS FLOORING SC SEALED CONCRETE SPC SPECIAL COATINGS SPT SLATE PAVER TILE SSURF SOLID SURFACE SV SHEET VINYL TR TRANSITION REDUCER TWC TEXTILE /TACKABLE WALLCOVERING TZ
TERRAZZO UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VWC VINYL WALLCOVERING WC WALLCOVERING WDB WOOD BASE WDP WOOD PANELING WP WALL PROTECTION BANQUET ROOM 105 CORRIDOR 106
MECHANICAL CORRIDOR 103 101 BREAK OUT 104 MEN'S TOILET 108 CLOSET 107 STORAGE 110 WOMEN'S TOILET 109 STAIRS 102 PT-2 PT-3 TRANSITION USING METAL REDUCER (TR-1) BETWEEN CORK AND SLATE
PAVER TILE TRANSITION USING METAL REDUCER (TR-1) BETWEEN CORK AND SLATE PAVER TILE TRANSITION USING METAL REDUCER (TR-2) BETWEEN SLATE PAVER TILE AND CERAMIC TILE CPT-1 CPT-1 ETR ETR
ETR ETR ETR ETR ETR SPT-1 CPT-1 ETR ETR CPT-1 ELEVATOR EV01 CPT-3 CPT-1 CPT-1 ETR ETR SPT-1 M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN
IN R ER G C Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA
46240 3939 PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED
BY: CONSULTANTS ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 RMB NDH MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION ID100
LOWER LEVEL & FIRST FLOOR ROOM FINISH PLAN 1/8" = 1'-0" NORTH 1 LOWER LEVEL ROOM FINISH PLAN FINISH LEGEND Mark Description Manufacturer Pattern/Finish Number/Color Comments APC-1 Acoustical
Panel Ceiling Armstrong Ultima, Square Lay-In 2'-0" x 2'-0" No. 1910, White 15/16" Grid, Standard: Prelude, Color: White CK-1 Cork Flooring Dodge Cork Tile No. 800 Finish: Light Satin
8mm th CPT-1 Broadloom Carpet Masland Treillage Bower Vine, No. 9409-718 7/16" 40 oz synthetic pad OR 7/16" 10lb rebond pad CPT-2 Broadloom Carpet Atlas Jaspe Fine Cloth, No. JQ 35 CPT-3
Broadloom Carpet Atlas Jaspe Eyelet, No. JQ 19 CT-1 Ceramic Tile Dal-Tile Continental Slate Brazilian Green, No. CS52 12" x 18", Grout: Mapei, Color: Magnolia, No. 50 CT-2 Ceramic Tile
Dal-Tile Continental Slate Brazilian Green, No. CS52 12" x 12", Grout: Mapei, Color: Straw, No. 94 CT-3 Ceramic Tile Dal-Tile Continental Slate Decorative Accent: CS70 Grout: Mapei,
Color: Straw, No. 94 GNT-1 Granite Countertop Stone Design Northern Lights Granite Selin Gold Hone Profile: 3"th with backsplash PLAM-1 Plastic Laminate Nevamar Grand Isle Maple No.
W8371T PLAM-2 Plastic Laminate Wilsonart Amber Cherry No. 7919-38 Elevator Wall Panels Only PT-1 Paint (General) Benjamin Moore Ivory White No. 925 Latex, Eggshell PT-2 Paint (Accent)
Benjamin Moore Shelburne Buff (Gold) No. HC-28 Latex, Eggshell; where indicated on plan. PT-3 Paint (Accent) Benjamin Moore Copley Gray (Gray-Green) No. HC-104 Latex, Eggshell; where
indicated on plan. PT-4 Paint (Interior Door Paint) Benjamin Moore Popular Ready Mix Colors Super White Alkyd, Semi-gloss PT-5 Paint (Exterior Door Paint) Benjamin Moore Popular Ready
Mis Colors Country Redwood Alkyd, Semi-gloss PT-6 Paint (Ceiling) Benjamin Moore Monterey White (Warm White) No. HC-27 RCB-1 Rubber Cove Base Johnsonite Weatlands No. 150 SPT-1 Slate
Paver Tile Stone Design Peninsula SD Ungauged Ashlar Pattern, Random, Thickset Mortar, Grout: Mapei, Color: Magnolia, No. 50 TR-1 Transition Reducer Schluter Systems Aluminum See Interior
General Note, No. 12 TR-2 Transition Reducer Schluter Systems Aluminum See Interior General Note, No. 12 VCT-1 Vinyl Composition Tile Mannington Commercial Essentials No. 133, Almondine
WD-1 Wood Door Natural Cherry Clear Sealer Refer to Door Schedule for door details and locations. WDB-1 Wood Base Poplar Painted 9"h, Square Edge Profile WOM-1 Walk-Off Mat Lees Carpets
Tuff Stuff: First Step Stepping Stone, No. 524 Monolithic Installation INTERIOR GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, LOCATIONS, AND MATERIAL QUANTITIES PRIOR
TO STARTING WORK AND PURCHASING MATERIALS. REPORT ANY DISCREPANCIES TO INTERIOR DESIGNER /ARCHITECT. 2. CONTRACTOR SHALL COMPLY WITH ALL MANUFACTURER'S INSTALLATION METHODS AND SHALL
NOT EXECUTE WORK WITHOUT VERIFICATION OF FIELD CONDITIONS. 3. REFERENCE ROOM FINISH SCHEDULE AND LEGEND FOR MATERIAL TYPE AND ADDITIONAL INFORMATION. 4. REFERENCE FLOOR FINISH PLAN FOR
DIMENSIONS, DIRECTION OF INSTALLATION AND/OR GRAIN PATTERN. 5. PAINT ALL WOOD DOOR FRAMES PT-4, UNLESS NOTED OTHERWISE. FINISH: ALKYD, SEMI-GLOSS. 6. CASEWORK/MILLWORK INSTALLER IS RESPONSIBLE
TO COORDINATE INSTALLATION IN FIELD OF MECHANICAL, ELECTRICAL AND PLUMBING ITEMS INCLUDING CUT-OUTS IN CASEWORK OR COUNTERTOPS. 7. PAINT BULKHEADS AS NOTED ON ROOM FINISH SCHEDULE. 8.
REFERENCE REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND EXTENT OF BULKHEADS. 9. PROVIDE FLAT FINISH PAINT FOR CEILING. SATIN /EGGSHELL FINISH PAINT AT WALLS UNLESS NOTED OTHERWISE.
10. CONTRACTOR TO INSTALL STONE SLATE FLOORING WITH MUD BED APPLICATION UNLESS MANUFACTURER RECOMMENDS THIN SET. 11. PAINT WALL AND WALL BASE AS REQUIRED AT LOCATIONS OF CARPET REPLACEMENT.
MATCH PAINT IN COLOR, TEXTURE AND FINISH TO ADJACENT SURFACE. 12. SUB-CONTRACTORS TO PROVIDE APPROPRIATE SCHLUTER TRANSITION PROFILE AS REQUIRED WHERE NOTED. FINISH SHALL BE ALUMINUM.
13. TRANSITION OF FLOOR MATERIAL SHALL BE AT THE CENTERLINE OF THE DOOR LEAF. 14. CONTRACTOR SHALL SUBMIT THREE (3) SHOP DRAWING AND/OR SAMPLE SUBMITTALS, PRODUCT DATA, PERFORMANCE SPECIFICATIONS,
AND MSDS SHEETS TO ARCHITECT AND INTERIOR DESIGNER FOR APPROVAL PRIOR TO EXECUTION OF WORK. 15. PRIOR TO INSTALLATION OF APPROVED FINISH MATERIALS, CONTRACTOR SHALL PROVIDE A SAMPLE
SIZED FIELD MOCK-UP IN A LOCATION DESIGNATED BY THE ARCHITECT AND /OR INTERIOR DESIGNER. FIELD MOCK-UP OF EACH APPROVED PRODUCT APPLICATION SHALL BE APPROVED BY THE ARCHITECT AND /OR
INTERIOR DESIGNER BEFORE COMPLETE INSTALLATION BEGINS. 16. PROVIDE FLOORING SUBSTRATE AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS TO PREPARE NEW FINISH FLOORING. 17. CONTRACTOR TO VERIFY
AND CONFIRM, IN FIELD, ELEVATION CHANGES AT FLOOR TRANSITION STRIPS. 18. ALL STRINGERS, TREADS, GUARDRAILS, AND HANDRAILS IN STAIR SHALL RECEIVE ELECTROSTATIC PAINT. ELECTROSTATIC PAINT
ON HANDRAILS AND GUARDRAILS SHALL MATCH COLOR PT-5. ELECTROSTATIC PAINT ON STRINGERS AND TREADS SHALL MATCH COLOR PT-3. INTERIOR ABBREVIATIONS ROOM FINISH SCHEDULE Room Number Room Name
Floor Walls Casework Ceiling Finish Base North South East West Countertop Cabinet Material Remarks 001 CORRIDOR CPT-2 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 002
STAIRS SC RCB-1 PT-1 PT-1 PT-1 PT-1 ------REFER TO INTERIOR GENERAL NOTE #18 FOR FINISH MATERIALS ON STRINGERS, TREADS, GUARDRAILS AND HANDRAILS. 003 MECHANICAL SC RCB-1 PT-1 PT-1 PT-1
PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 004 STORAGE ROOM SC RCB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 101 CORRIDOR SPT-1 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-1,6 REFER
TO REFLECTED CEILING PLAN FOR EXTENT OF FINISH MATERIALS. 102 STAIRS SC RCB-1 PT-1 PT-1 PT-1 PT-1 ------REFER TO INTERIOR GENERAL NOTE #18 FOR FINISH MATERIALS ON STRINGERS, TREADS,
GUARDRAILS AND HANDRAILS. 103 MECHANICAL VCT-1 RCB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 104 BREAK OUT SPT-1 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-1,6 REFER TO REFLECTED
CEILING PLAN FOR EXTENT OF FINISH MATERIALS. MATERIALS. 105 BANQUET ROOM CK-1 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 106 CORRIDOR CT-1 WDB-1 PT-1 PT-1 PT-1 PT-1
----GYP, PT-6 PAINT CEILING PT-6. 107 CLOSET SPT-1 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 108 MEN'S TOILET CT-1 CT-2 PT-1,3 /CT-2,3 PT-1,3 /CT-2,3 PT-1,3 /CT-2,3
PT-1,3 /CT-2,3 GNT-1 PLAM-1 APC-1 /GYP, PT-6 REFERENCE ROOM FINISH PLAN, ELEVATIONS, AND REFLECTED CEILING PLAN FOR EXTENT OF FINISH MATERIALS. 109 WOMEN'S TOILET CT-1 CT-2 PT-1,2 /CT-2,3
PT-1,2 /CT-2,3 PT-1,2 /CT-2,3 PT-1,2 /CT-2,3 GNT-1 PLAM-1 APC-1 /GYP, PT-6 REFERENCE ROOM FINISH PLAN, ELEVATIONS, AND REFLECTED CEILING PLAN FOR EXTENT OF FINISH MATERIALS. 110 STORAGE
CT-1 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 201 CORRIDOR CPT-2 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-1,6 REFER TO REFLECTED CEILING PLAN FOR EXTENT OF FINISH MATERIALS.
202 STAIRS SC RCB-1 PT-1 PT-1 PT-1 PT-1 ------REFER TO INTERIOR GENERAL NOTE #18 FOR FINISH MATERIALS ON STRINGERS, TREADS, GUARDRAILS AND AND HANDRAILS. 203 BALCONY CPT-2 WDB-1 PT-1
PT-1 PT-1 PT-1 ----GYP, PT-1,6 REFER TO REFLECTED CEILING PLAN FOR EXTENT OF FINISH MATERIALS. 301 CORRIDOR CPT-2 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-1,6 REFER TO REFLECTED CEILING
PLAN FOR EXTENT OF FINISH MATERIALS. 302A STAIRS SC RCB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 REFER TO INTERIOR GENERAL NOTE #18 FOR FINISH MATERIALS ON STRINGERS, TREADS, GUARDRAILS AND
HANDRAILS. 303 LOUNGE CPT-2 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 304 MECHANICAL ROOM VCT-1 RCB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 305 ELEV.
CONTROL ROOM VCT-1 RCB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. EV01 ELEVATOR WOM-1 --PLAM-2 PLAM-2 PLAM-2 PLAM-2 ----ENTRANCE FINISH TO BE PAINTED WHITE(RAL 9003). WALL
PANELS TO BE PLAM-2. 1/8" = 1'-0" 2 FIRST FLOOR ROOM FINISH PLAN NORTH
DNDN DN DN UP DN UP DN DN AFF ABOVE FINISHED FLOOR APC ACOUSTICAL PANEL CEILING ARP ACRYLIC RESIN PANEL CC CUBICLE CURTAINS CFC CONCRETE FLOOR COATINGS CG CORNER GUARD CK CORK FLOOR
CMT CERAMIC MOSAIC TILE CONC. CONCRETE CPT CARPET OR CARPET TILE CT CERAMIC TILE CTB CERAMIC TILE BASE ETR EXISTING TO REMAIN EQ EQUAL FCB FLASH COVE BASE GBP GYPSUM BOARD, PAINTED GL
GLASS TILE /GLASS GNT GRANITE TILE /FLOORING MC MULTI-COLOR COATING N.I.C. NOT IN CONTRACT O.C. ON CENTER PLAM PLASTIC LAMINATE PPT PORCELAIN PAVER TILE PT PAINT QT QUARRY TILE RBF RUBBER
FLOORING RCB RUBBER COVE BASE RF RESINOUS FLOORING SC SEALED CONCRETE SPC SPECIAL COATINGS SPT SLATE PAVER TILE SSURF SOLID SURFACE SV SHEET VINYL TR TRANSITION REDUCER TWC TEXTILE /TACKABLE
WALLCOVERING TZ TERRAZZO UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VWC VINYL WALLCOVERING WC WALLCOVERING WDB WOOD BASE WDP WOOD PANELING WP WALL PROTECTION CORRIDOR 201
BALCONY 203 STAIRS 202 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 ETR CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 ETR CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 OPEN TO BELOW OPEN TO BELOW LOUNGE 303
CORRIDOR 301 MECHANICAL ROOM 304 STAIRS 302A ETR CPT-1 ELEV. CONTROL ROOM 305 M A ICHA A T RCHI TEC AR10700168 No. I A NDIAN STATE OF R D E G I S T E R E R G SIC EL FRAN IN R ER G C
Paul I. Cripe, Inc. TRANSPORTATION ENGINEERING MASTER/LAND PLANNING INTERIOR DESIGN CIVIL ENGINEERING LAND SURVEYING (317) 844-6777 FAX (317) 706-6464 INDIANAPOLIS, INDIANA 46240 3939
PRIORITY WAY SOUTH DRIVE SUITE 400 E-Mail cripe@cripe.biz GIS Revisions Mark Date Description Project Number Date Sheet Scale: Quality Assurance: Checked By: Drawn By: CERTIFIED BY:
CONSULTANTS ARCHITECTURE As indicated 2020 WEST 116TH STREET CARMEL, INDIANA 46032 0990433-10701 04/07/10 RMB NDH MFG HAMILTON COUNTY PARKS, INC. COXHALL MANSION RENOVATION ID101 SECOND
& THIRD FLOOR ROOM FINISH PLAN & SCHEDULE INTERIOR ABBREVIATIONS INTERIOR GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, LOCATIONS, AND MATERIAL QUANTITIES PRIOR TO STARTING
WORK AND PURCHASING MATERIALS. REPORT ANY DISCREPANCIES TO INTERIOR DESIGNER /ARCHITECT. 2. CONTRACTOR SHALL COMPLY WITH ALL MANUFACTURER'S INSTALLATION METHODS AND SHALL NOT EXECUTE
WORK WITHOUT VERIFICATION OF FIELD CONDITIONS. 3. REFERENCE ROOM FINISH SCHEDULE AND LEGEND FOR MATERIAL TYPE AND ADDITIONAL INFORMATION. 4. REFERENCE FLOOR FINISH PLAN FOR DIMENSIONS,
DIRECTION OF INSTALLATION AND/OR GRAIN PATTERN. 5. PAINT ALL WOOD DOOR FRAMES PT-4, UNLESS NOTED OTHERWISE. FINISH: ALKYD, SEMI-GLOSS. 6. CASEWORK/MILLWORK INSTALLER IS RESPONSIBLE TO
COORDINATE INSTALLATION IN FIELD OF MECHANICAL, ELECTRICAL AND PLUMBING ITEMS INCLUDING CUT-OUTS IN CASEWORK OR COUNTERTOPS. 7. PAINT BULKHEADS AS NOTED ON ROOM FINISH SCHEDULE. 8. REFERENCE
REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND EXTENT OF BULKHEADS. 9. PROVIDE FLAT FINISH PAINT FOR CEILING. SATIN /EGGSHELL FINISH PAINT AT WALLS UNLESS NOTED OTHERWISE. 10. CONTRACTOR
TO INSTALL STONE SLATE FLOORING WITH MUD BED APPLICATION UNLESS MANUFACTURER RECOMMENDS THIN SET. 11. PAINT WALL AND WALL BASE AS REQUIRED AT LOCATIONS OF CARPET REPLACEMENT. MATCH PAINT
IN COLOR, TEXTURE AND FINISH TO ADJACENT SURFACE. 12. SUB-CONTRACTORS TO PROVIDE APPROPRIATE SCHLUTER TRANSITION PROFILE AS REQUIRED WHERE NOTED. FINISH SHALL BE ALUMINUM. 13. TRANSITION
OF FLOOR MATERIAL SHALL BE AT THE CENTERLINE OF THE DOOR LEAF. 14. CONTRACTOR SHALL SUBMIT THREE (3) SHOP DRAWING AND/OR SAMPLE SUBMITTALS, PRODUCT DATA, PERFORMANCE SPECIFICATIONS,
AND MSDS SHEETS TO ARCHITECT AND INTERIOR DESIGNER FOR APPROVAL PRIOR TO EXECUTION OF WORK. 15. PRIOR TO INSTALLATION OF APPROVED FINISH MATERIALS, CONTRACTOR SHALL PROVIDE A SAMPLE
SIZED FIELD MOCK-UP IN A LOCATION DESIGNATED BY THE ARCHITECT AND /OR INTERIOR DESIGNER. FIELD MOCK-UP OF EACH APPROVED PRODUCT APPLICATION SHALL BE APPROVED BY THE ARCHITECT AND /OR
INTERIOR DESIGNER BEFORE COMPLETE INSTALLATION BEGINS. 16. PROVIDE FLOORING SUBSTRATE AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS TO PREPARE NEW FINISH FLOORING. 17. CONTRACTOR TO VERIFY
AND CONFIRM, IN FIELD, ELEVATION CHANGES AT FLOOR TRANSITION STRIPS. 18. ALL STRINGERS, TREADS, GUARDRAILS, AND HANDRAILS IN STAIR SHALL RECEIVE ELECTROSTATIC PAINT. ELECTROSTATIC PAINT
ON HANDRAILS AND GUARDRAILS SHALL MATCH COLOR PT-5. ELECTROSTATIC PAINT ON STRINGERS AND TREADS SHALL MATCH COLOR PT-3. FINISH LEGEND Mark Description Manufacturer Pattern/Finish Number/Color
Comments APC-1 Acoustical Panel Ceiling Armstrong Ultima, Square Lay-In 2'-0" x 2'-0" No. 1910, White 15/16" Grid, Standard: Prelude, Color: White CK-1 Cork Flooring Dodge Cork Tile
No. 800 Finish: Light Satin 8mm th CPT-1 Broadloom Carpet Masland Treillage Bower Vine, No. 9409-718 7/16" 40 oz synthetic pad OR 7/16" 10lb rebond pad CPT-2 Broadloom Carpet Atlas Jaspe
Fine Cloth, No. JQ 35 CPT-3 Broadloom Carpet Atlas Jaspe Eyelet, No. JQ 19 CT-1 Ceramic Tile Dal-Tile Continental Slate Brazilian Green, No. CS52 12" x 18", Grout: Mapei, Color: Magnolia,
No. 50 CT-2 Ceramic Tile Dal-Tile Continental Slate Brazilian Green, No. CS52 12" x 12", Grout: Mapei, Color: Straw, No. 94 CT-3 Ceramic Tile Dal-Tile Continental Slate Decorative Accent:
CS70 Grout: Mapei, Color: Straw, No. 94 GNT-1 Granite Countertop Stone Design Northern Lights Granite Selin Gold Hone Profile: 3"th with backsplash PLAM-1 Plastic Laminate Nevamar Grand
Isle Maple No. W8371T PLAM-2 Plastic Laminate Wilsonart Amber Cherry No. 7919-38 Elevator Wall Panels Only PT-1 Paint (General) Benjamin Moore Ivory White No. 925 Latex, Eggshell PT-2
Paint (Accent) Benjamin Moore Shelburne Buff (Gold) No. HC-28 Latex, Eggshell; where indicated on plan. PT-3 Paint (Accent) Benjamin Moore Copley Gray (Gray-Green) No. HC-104 Latex,
Eggshell; where indicated on plan. PT-4 Paint (Interior Door Paint) Benjamin Moore Popular Ready Mix Colors Super White Alkyd, Semi-gloss PT-5 Paint (Exterior Door Paint) Benjamin Moore
Popular Ready Mis Colors Country Redwood Alkyd, Semi-gloss PT-6 Paint (Ceiling) Benjamin Moore Monterey White (Warm White) No. HC-27 RCB-1 Rubber Cove Base Johnsonite Weatlands No. 150
SPT-1 Slate Paver Paver Tile Stone Design Peninsula SD Ungauged Ashlar Pattern, Random, Thickset Mortar, Grout: Mapei, Color: Magnolia, No. 50 TR-1 Transition Reducer Schluter Systems
Aluminum See Interior General Note, No. 12 TR-2 Transition Reducer Schluter Systems Aluminum See Interior General Note, No. 12 VCT-1 Vinyl Composition Tile Mannington Commercial Essentials
No. 133, Almondine WD-1 Wood Door Natural Cherry Clear Sealer Refer to Door Schedule for door details and locations. WDB-1 Wood Base Poplar Painted 9"h, Square Edge Profile WOM-1 Walk-Off
Mat Lees Carpets Tuff Stuff: First Step Stepping Stone, No. 524 Monolithic Installation 1/8" = 1'-0" 1 SECOND FLOOR ROOM FINISH PLAN ROOM FINISH SCHEDULE Room Number Room Name Floor
Walls Casework Ceiling Finish Base North South East West Countertop Cabinet Material Remarks 001 CORRIDOR CPT-2 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 002 STAIRS
SC RCB-1 PT-1 PT-1 PT-1 PT-1 ------REFER TO INTERIOR GENERAL NOTE #18 FOR FINISH MATERIALS ON STRINGERS, TREADS, GUARDRAILS AND HANDRAILS. 003 MECHANICAL SC RCB-1 PT-1 PT-1 PT-1 PT-1
----GYP, PT-6 PAINT CEILING PT-6. 004 STORAGE ROOM SC RCB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 101 CORRIDOR SPT-1 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-1,6 REFER TO
REFLECTED CEILING PLAN FOR EXTENT OF FINISH MATERIALS. 102 STAIRS SC RCB-1 PT-1 PT-1 PT-1 PT-1 ------REFER TO INTERIOR GENERAL NOTE #18 FOR FINISH MATERIALS ON STRINGERS, TREADS, GUARDRAILS
AND HANDRAILS. 103 MECHANICAL VCT-1 RCB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 104 BREAK OUT SPT-1 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-1,6 REFER TO REFLECTED CEILING
PLAN FOR EXTENT OF FINISH MATERIALS. 105 BANQUET ROOM CK-1 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 106 CORRIDOR CT-1 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT
CEILING PT-6. 107 CLOSET SPT-1 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 108 MEN'S TOILET CT-1 CT-2 PT-1,3 /CT-2,3 PT-1,3 /CT-2,3 PT-1,3 /CT-2,3 PT-1,3 /CT-2,3 GNT-1
PLAM-1 APC-1 /GYP, PT-6 REFERENCE ROOM FINISH PLAN, ELEVATIONS, AND REFLECTED CEILING PLAN FOR EXTENT OF FINISH MATERIALS. 109 WOMEN'S TOILET CT-1 CT-2 PT-1,2 /CT-2,3 PT-1,2 /CT-2,3
PT-1,2 /CT-2,3 PT-1,2 /CT-2,3 GNT-1 PLAM-1 APC-1 /GYP, PT-6 REFERENCE ROOM FINISH PLAN, ELEVATIONS, AND REFLECTED CEILING PLAN FOR EXTENT OF FINISH MATERIALS. 110 STORAGE CT-1 WDB-1
PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 201 CORRIDOR CPT-2 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-1,6 REFER TO REFLECTED CEILING PLAN FOR EXTENT OF FINISH MATERIALS. 202
STAIRS SC RCB-1 PT-1 PT-1 PT-1 PT-1 ------REFER TO INTERIOR GENERAL NOTE #18 FOR FINISH MATERIALS ON STRINGERS, TREADS, GUARDRAILS AND HANDRAILS. 203 BALCONY CPT-2 WDB-1 PT-1 PT-1 PT-1
PT-1 ----GYP, PT-1,6 REFER TO REFLECTED CEILING PLAN FOR EXTENT OF FINISH MATERIALS. 301 CORRIDOR CPT-2 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-1,6 REFER TO REFLECTED CEILING PLAN FOR
EXTENT OF FINISH MATERIALS. 302A STAIRS SC RCB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 REFER TO INTERIOR GENERAL NOTE #18 FOR FINISH MATERIALS ON STRINGERS, TREADS, GUARDRAILS AND HANDRAILS.
303 LOUNGE CPT-2 WDB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 304 MECHANICAL ROOM VCT-1 RCB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. 305 ELEV. CONTROL ROOM
VCT-1 RCB-1 PT-1 PT-1 PT-1 PT-1 ----GYP, PT-6 PAINT CEILING PT-6. EV01 ELEVATOR WOM-1 --PLAM-2 PLAM-2 PLAM-2 PLAM-2 ----ENTRANCE FINISH TO BE PAINTED WHITE(RAL 9003). WALL PANELS TO
BE PLAM-2. 1/8" = 1'-0" NORTH 2 THIRD FLOOR ROOM FINISH PLAN NORTH