Engineering, Architecture, Land Surveying COPYRIGHT 2017 - ABONMARCHE CONSULTANTS, INC.
Goshen Hobart Lafayette South Bend Valparaiso
Battle Creek Benton Harbor Manistee South Haven
DRAWINGS PREPARED FOR:
PROJECT:
GRAND HAVEN COMMUNITY CENTER 421 COLUMBUS AVE. GRAND HAVEN, MI 49417
GRAND HAVEN COMMUNITY CENTER 421 COLUMBUS AVE. GRAND HAVEN, MI 49417
95 West Main Street Benton Harbor, MI. 49023 T 269.927.2295 F 269.927.1017 abonmarche.com
ABONMARCHE
GRAND HAVEN COMMUNITY CENTER HVAC UPGRADE
SHEET INDEX TITLE SHEET DEMOLITION PLAN FLOOR PLAN
TITLE SHEET
T1.1 D1.1 A1.1
12/14/2017 2:12:23 PM
SHEET TITLE:
GENERAL ELECTRICAL/ MECHANICAL NOTES & SCHEDULE MED1.1 LOWER LEVEL MECHANICAL/ ELECTRICAL DEMOLITION PLAN ME1.1 LOWER LEVEL MECHANICAL/ ELECTRICAL PLAN ME6.1 MECHANICAL DETAILS & SCHEDULES
O:\Projects\2017\17-1323 GH Community Center HVAC\CAD\Revit\GH Community Center.rvt
ME0.0
MODELED BY:
TRB DESIGNED BY:
ARD PM REVIEW:
MDN QA/QC REVIEW:
ARD DATE:
12-13-2017 SEAL:
HARD COPY IS INTENDED TO BE 24" x 36" WHEN PLOTTED SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES
LOCATION MAP
SCALE:
Unless Noted Otherwise ACI JOB #
17-1323 SHEET NO.
NO.
REVISION DESCRIPTION
BY
DATE
T1.1
2" V.I.F.
2
NEW 5/8" GYP. BD. OVER WD FURRING.
1
DOOR HT. 2" 6"
NEW HSS 8x2x3/16.
EXIST. WATER HEATER TO REMAIN. V.I.F.
4 A1.1
NEW HSS 8x2x3/16.
EXIST WALL CONST BEYOND.
EXIST. CONC. WALL CONST.
4
JAMB DETAIL
5
SCALE: 3/4" = 1'-0"
HEAD DETAIL
1"
6' - 6"
1"
6' - 8"
SCALE: 3/4" = 1'-0"
V.I.F.
NON-SHRINK GROUT ALL SIDES.
NEW MTL DR AND FRAME.
EXIST. ELEC JUNCTION BOX AND CONDUIT TO BE REMOVED. SEE MED1.1.
1' - 4"
FLEXIBLE SEALANT ALL SIDES
NEW HSS 8x6x1/4 STL BEAM TO BE WELDED TO NEW STL COL. AS REQ'D.
EXIST. 3" SAN TO REMAIN. V.I.F. SEE MECH PLANS.
7 3/8" V.I.F.
A
NEW 1 HR. 6'-0" X 7'-0" MTL DR. W/ 2" FRAME. FINISH,TYPE, HARDWARE TO MATCH EXIST.
A
1' - 3" V.I.F.
2
1
EXIST. CONC. WALL W/ GYP. BD. FURRING TO REMAIN.
6' - 8" FINISHED OPENING
NEW 6'-10" X 7'-9" OPENING IN EXIST. CONC. WALL CONST.
A1.1
2"
6' - 0"
2"
2"
NEW STL COL.
6"
2"
1. CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING AS REQ'D TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. 2. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY DETAILED, CONSTRUCTION SIMILAR TO DETAILS SHOWN SHALL BE USED. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN A SAFE CONDITION DURING THE WORK AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF EXISTING WORK TO REMAIN. 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, ETC NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF WORK. CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. ANY DISCRETIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 5. ANY DISCREPANCY IN THE PLANS AND DETAILS OF THE EXISTING STRUCTURE UNCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO ATTENTION OF THE ARCHITECT.
EXIST. EXT. CONC WALL CONST.
NEW STL BEAM.
6' - 4"
1
MECH ROOM DETAIL SCALE: 1/4" = 1'-0"
7' - 2"
NEW MTL DOOR AND FRAME.
7' - 8" FINISHED OPENING
Goshen Hobart Lafayette South Bend Valparaiso
GENERAL NOTES - STRUCTURE
5 A1.1
5
Engineering, Architecture, Land Surveying
NON-SHRINK GROUT ALL SIDES.
NEW 5/8" GYP BD AND FURRING TO WRAP CORNER.
1' - 2" V.I.F.
1' - 4" V.I.F.
EXIST. CONC. WALL W/ GYP. BD. FURRING CONST. TO REMAIN.
COPYRIGHT 2017 - ABONMARCHE CONSULTANTS, INC.
EXIST. GYP. BD. FURRING TO REMAIN.
1. NEW H.M. DOOR, FRAME AND HARDWARE TO MATCH EXIST. MECH RM DOORS. HARDWARE FINISH TO MATCH EXIST. FIELD VERIFY RATING OF EXISTING MECHICAL ROOM DOOR TO REMAIN. 2. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS INCLUDE, BUT NOT LIMITED TO: A. CECO DOOR PRODUCTS. B. REPUBLIC DOORS. C. STEELCRAFT. 3. INSTALL HOLLOW-METAL WORK PLUMB, RIGID, ALIGNED AND SECURELY FASTENED IN PLACE. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 4. REMOVE GROUT AND OTHER BONDING MATERIALS FROM HOLLOW -METAL WORK IMMEDIATELY AFTER INSTALLATION. 5. EXIST. CONC. WALL. CUT OPENING AS REQ'D FOR NEW DOOR FRAME. CAULK BOTH SIDES OF FRAME AT NEW DOOR OPENING AS REQ'D. 6. INSTALL STL BEAM AS REQ'D OVER NEW OPENING IN CONC. WALL. 7. EXIST. FLOOR TO REMAIN, UNLESS OTHERWISE NOTED. 8. EXIST. GYP. BD. FURRING TO REMAIN. PATCH AS REQ'D. PAINT TO MATCH EXIST. 9. NEW STEEL COLUMNS AND BEAM SHALL BE PAINTED TO MATCH EXISTING. 10. ALL WOOD BLOCKING TO BE TREATED.
GRAND HAVEN COMMUNITY CENTER 421 COLUMBUS AVE. GRAND HAVEN, MI 49417
2
2" V.I.F.
PROJECT:
1' - 2" V.I.F.
Battle Creek Benton Harbor Manistee South Haven
1' - 4" V.I.F.
95 West Main Street Benton Harbor, MI. 49023 T 269.927.2295 F 269.927.1017 abonmarche.com
GENERAL NOTES - FLOOR PLAN
ABONMARCHE
A
EXIST. WALL CONST. TO REMAIN.
CAST-IN-PLACE CONCRETE EXIST. CONC. FNDN TO REMAIN.
FLOOR PLAN
1. CONCRETE MIXES SHALL BE DESIGNED PER ACI 301. 2. ALL CONCRETE WORK SHALL CONFIRM TO THE REQUIREMENTS OF ACI 301. 3. ALL INTERIOR CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3,000 PSI AT 28 DAYS.
NEW 8"x10" OPENING IN EXIST. CONC. SLAB FOR COL BASE.
3
ELEVATION VIEW
NEW 2"x12", 3 GA. STL BASE @ BOTT OF STL COL. W/ (2) 3/8" EPOXY ANCHORS INTO EXIST. CONC. FNDN.
SCALE: 3/4" = 1'-0"
1 A1.1 6' - 10" ROUGH OPENING
1. CURRENT EDITIONS OF THE FOLLOWING SPECIFICATIONS SHALL APPLY AS MINIMUM REQUIREMENTS. A. HSS SHAPE, RECTANGULAR: ASTM 500, GRADE B (MIN. Fy= 46 KSI) B. BEARING PLATES: ASTM A36 (MIN Fy= 36 KSI) C. ANCHOR BOLTS: ASTM F1554, GRADE 36 D. NON-SHRINK GROUT: ASTM C1107 (MIN 8,000 PSI STRENGTH). 2. MINIMUM BOLT DIAMETERS SHALL BE 3/4 INCH, UNLESS NOTED OTHERWISE. ALL BOLTS TO BE SHEAR/ BEARING TYPE BOLTS AND BE "SNUG-FIT". 3. ALL WELDING IN ACCORDANCE WITH AWS D1.1 USING E70XX ELECTRODES UNLESS OTHERWISE NOTED AND SHALL BE COMPLETED BY CERTIFIED WELDER. 4. WELDING CONNECTIONS SHALL BE TOUCHED UP WITH ZINC RICH PRIMER. 5. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. 6. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO VIEW SHALL BE SHOP PAINTED WITH ONE COAT SSPC 15-68, TYPE I (RED OXIDE) PAINT.
SHEET TITLE:
STRUCTURAL STEEL
MODELED BY:
TRB DESIGNED BY:
ARD PM REVIEW:
MDN QA/QC REVIEW:
ARD DATE:
12-13-2017
12/14/2017 2:11:41 PM
O:\Projects\2017\17-1323 GH Community Center HVAC\CAD\Revit\GH Community Center.rvt
7' - 9" ROUGH OPENING
SEAL:
HARD COPY IS INTENDED TO BE 24" x 36" WHEN PLOTTED SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES
SCALE:
As indicated Unless Noted Otherwise ACI JOB #
17-1323
EXIST. CONC. WALL ROUGH OPENING 2 3/4" = 1'-0"
N
KEY PLAN
SHEET NO.
SCALE: 1" = 20'-0" NO.
REVISION DESCRIPTION
BY
DATE
A1.1
MODELED BY:
DESIGNED BY:
KLH
DDK
PM REVIEW:
BAB
QA/QC REVIEW:
TPO
DATE:
12-11-17
SEAL:
SIGNATURE:
DATE:
12-11-17
HARD COPY IS INTENDED TO BE 24" x 36" WHEN PLOTTED SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES SCALE:
12" = 1'-0"
Unless Noted Otherwise
ACI JOB #
123456.00 (172162) SHEET NO.
ME0.0
GENERAL MECHANICAL/ELECTRICAL NOTES & SCHEDULES
SHEET TITLE:
PROJECT:
GRAND HAVEN COMMUNITY CENTER 421 COLUMBUS AVE, GRAND HAVEN, MI 49417
COPYRIGHT 2014 - ABONMARCHE CONSULTANTS, INC.
95 West Main Street Benton Harbor, MI. 49022 T 269.927.2295 F 269.927.4639
Manistee, MI South Haven, MI South Bend, IN Portage, IN
Confidence By Design
ABONMARCHE
Engineering Architecture Land Surveying Marina/Waterfront Community Planning Landscape Architecture Development Services
MODELED BY:
DESIGNED BY:
KLH
DDK
PM REVIEW:
BAB
QA/QC REVIEW:
TPO
DATE:
12-11-17
SEAL:
SIGNATURE:
DATE:
12-11-17
HARD COPY IS INTENDED TO BE 24" x 36" WHEN PLOTTED SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES SCALE:
12" = 1'-0"
Unless Noted Otherwise
ACI JOB #
123456.00 (172162) SHEET NO.
MED1.1
LOWER LEVEL MECHANICAL/ELECTRICAL DEMOLTION PLAN
SHEET TITLE:
PROJECT:
GRAND HAVEN COMMUNITY CENTER 421 COLUMBUS AVE, GRAND HAVEN, MI 49417
COPYRIGHT 2014 - ABONMARCHE CONSULTANTS, INC.
95 West Main Street Benton Harbor, MI. 49022 T 269.927.2295 F 269.927.4639
Manistee, MI South Haven, MI South Bend, IN Portage, IN
Confidence By Design
ABONMARCHE
Engineering Architecture Land Surveying Marina/Waterfront Community Planning Landscape Architecture Development Services
MODELED BY:
DESIGNED BY:
KLH
DDK
PM REVIEW:
BAB
QA/QC REVIEW:
TPO
DATE:
12-11-17
SEAL:
SIGNATURE:
DATE:
12-11-17
HARD COPY IS INTENDED TO BE 24" x 36" WHEN PLOTTED SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES SCALE:
12" = 1'-0"
Unless Noted Otherwise
ACI JOB #
123456.00 (172162) SHEET NO.
ME1.1
LOWER LEVEL MECHANICAL/ELECTRICAL PLAN
SHEET TITLE:
PROJECT:
GRAND HAVEN COMMUNITY CENTER 421 COLUMBUS AVE, GRAND HAVEN, MI 49417
COPYRIGHT 2014 - ABONMARCHE CONSULTANTS, INC.
95 West Main Street Benton Harbor, MI. 49022 T 269.927.2295 F 269.927.4639
Manistee, MI South Haven, MI South Bend, IN Portage, IN
Confidence By Design
ABONMARCHE
Engineering Architecture Land Surveying Marina/Waterfront Community Planning Landscape Architecture Development Services
MODELED BY:
KLH
DESIGNED BY:
PM REVIEW:
DDK
QA/QC REVIEW:
BAB
DATE:
TPO
12-11-17
SEAL:
SIGNATURE:
DATE:
12-11-17
HARD COPY IS INTENDED TO BE 24" x 36" WHEN PLOTTED SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES SCALE:
12" = 1'-0"
Unless Noted Otherwise
ACI JOB #
123456.00 (172162) SHEET NO.
ME6.1
SHEET TITLE:
MECHANICAL DETAILS & SCHEDULES
PROJECT:
GRAND HAVEN COMMUNITY CENTER 421 COLUMBUS AVE, GRAND HAVEN, MI 49417
COPYRIGHT 2014 - ABONMARCHE CONSULTANTS, INC.
95 West Main Street Benton Harbor, MI. 49022 T 269.927.2295 F 269.927.4639
Manistee, MI South Haven, MI South Bend, IN Portage, IN
Confidence By Design
ABONMARCHE
Engineering Architecture Land Surveying Marina/Waterfront Community Planning Landscape Architecture Development Services