Download - WALDO PLAZA - LoopNet...WALDO PLAZA MIDLAND, MICHIGAN FLOOR PLAN 5-23-2018 BID 8-15-2018 MOLTUS REVISIONS EXISTING BUILDING TO REMAIN PROPOSED ADDITION MASONRY WAINSCOT (TYP) THERMALLY

NEW FACILITY FOR:

MIDLAND , MICHIGAN

WALDO PLAZA

OWNER:

ARCHITECT:

CONSULTING ENGINEERS:

PROJECT INFORMATION:DRAWING INDEX:TS

MOLTUS BUILDING GROUP

TITLE SHEET

3200 JAMES SAVAGE RD, SUITE #4MIDLAND, MI 48642

THIS PROJECT CONSISTS OF A PROPOSED 7,428 S.F. ADDITION TO AN EXISTING 4,288 S.F. BUILDING FOR A TOTAL PROJECT SIZE

THIS PROJECT WAS DESIGNED TO MEET THE

- 2015 MICHIGAN BUILDING CODE- USE GROUP: M - MERCANTILE- CONSTRUCTION TYPE: VB

FOLLOWING CODES:

(STRUCTURAL)

WALDO ROAD LLC232 S. BIRCHCREST DR.MIDLAND, MI 48640

PROJECT LOCATION:- ALLOWABLE BUILDING AREA: 9,000 S.F.

CONSULTING ENGINEER:(CIVIL)

- ALLOWABLE BUILDING AREA INCREASE DUE TO FRONTAGE

DATE ISSUED FOR:

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

APPROVED BY:

SHEET TITLE:

ARCHITECTURE PASSION INTEGRITY282 S. MAIN FREELAND, MI 989.695.9707

COPYRIGHT 2018CASE ARCHITECTURE, INC.

© TSRHC

17-205-11

NEW FACILITY FOR:

WALDO PLAZA

MIDLAND, MICHIGAN

TITLE SHEET

5-16-2018 90% REVIEW

5-23-2018 BID

8-15-2018 MOLTUS REVISIONS

CASE ARCHITECTURE INC282 S. MAIN STREETFREELAND, MI 48623

SNYDER & STALEY ENGINEERING PLC3085 BAY ROAD, SUITE 6SAGINAW, MI 48603

D & M SITE INC401 BALSAM STREETCARROLLTON, MI 48724

A1.0

A3.1 WALL SECTIONS

A2.0 EXTERIOR ELEVATIONSA3.0

FLOOR PLAN

BUILDING SECTION

OF 11,716 S.F.

ON 3 SIDES: 2,808 S.F.

- ALLOWABLE TOTAL BUILDING SIZE FOR A NON-SPRINKLERED,TYPE VB CONSTRUCTION: 11.808 S.F.

S1.0S2.0 FOUNDATION PLAN, ROOF FRAMING PLANS3.0

GENERAL CONSTRUCTION NOTES AND DETAILS

DETAILS

A3.2 WALL SECTIONS

C1.0

C4.0 SITE PLAN

C2.0 TOPOGRAPHIC SURVEYC3.0

COVER SHEET

DEMOLITION PLAN

C4.1 TRUCK TURNING PLAN

C5.0 EROSION CONTROL PLAN

C4.2 GRADING AND UTILITY PLANC4.3 DETENTION DETAILS

C6.0 SITE DETAIL SHEETC6.1 UTILITY DETAIL SHEETE1.0 PHOTOMETRIC PLAN

CIVIL

ARCHITECTURAL

STRUCTURAL

FLOOR PLAN3/32" = 1'-0"

72'-1

0"N

EW

186'-8"

40'-0

"

EXISTING RETAIL BUILDING TOREMAIN. REVISIONS TO INTERIORLAYOUT AND EXTERIOR OPENINGSWILL BE VERIFIED IN FIELD.

RETAIL SPACE 1 RETAIL SPACE 2 RETAIL SPACE 3 RETAIL SPACE 4 RETAIL SPACE 5 RETAIL SPACE 6 RETAIL SPACE 7 RETAIL SPACE 8

72'-2

"EX

ISTIN

G B

UILD

ING

60'-1"

5'-5" 19'-4" 10'-8" 19'-4" 5'-4" 4'-0" 12'-8" 5'-0" 12'-8" 4'-0" 3'-4" 19'-4" 4'-0" 19'-4" 3'-4" 4'-0" 12'-8" 5'-0" 12'-8" 4'-0" 5'-8" 19'-4" 10'-8" 19'-4" 5'-8"

60'-1" 38'-4" 49'-4" 38'-4" 60'-8"

59'-5"EXISTING BUILDING

20'-112"

8'-118" 3'-4" 16'-5" 3'-4" 3'-4" 3'-4"20'-83

4" 3'-4" 3'-4"16'-514" 3'-4" 3'-4"26'-43

4"18'-512" 18'-7" 21'-5" 13'-95

8"

187'-0"

A3.01

A3.13

A A

B BC

B BC C C

2 2 2 2 2 2 2 2

1 1111111

3533533

39'-712"

8" 8"

4 4 4 4 4 4 4 4

15'-0

"

1

1

1

2

1

1

3 3

2

2

2

D

D

D

D

D

1

4'-8

"

5

7'-7"

10'-0

"

6 6

WINDOW TYPES

BA C

2" 3 EQ SPACES 2"3'-0" 3 EQ SPACES

19'-4"

2" 2"

8"6'

-6"

9'-0

"2"

2"

1'-4

"

2" 6 EQ SPACES

19'-4"

2" 2"

12'-8"

2"3'-0"2" 2"

1/8" = 1'-0"

2 EQ SPACES 2 EQ SPACES

2"

8"6'

-6"

9'-0

"2"

2"

1'-4

"

2"

8"6'

-6"

9'-0

"2"

2"

1'-4

"

2"

D

3 EQ SPACESV.I.F.

3 EQ

SPA

CES

V.I.

F.

STOREFRONT NOTES:1. SHADED GLASS SHALL BE CLEAR TEMPERED SAFETY

GLASS OUTER AND INNER PANEL WITH 1/2" AIR SPACEFOR TOTAL SYSTEM THICKNESS OF 1". USE 1/4" CLEARTEMPERED GLASS IN DOORS.

2. ALUMINUM FRAMING SYSTEM SHALL BE THERMALLYBROKEN WITH CLEAR ANODIZED FINISH.

CONSTRUCTION KEY NOTES:1 3'-0" x 7'-0" HOLLOW METAL DOOR, TYPE 'F', PAINTED WITH

LEVER LOCKSET, PERIMETER SEALS AND THRESHOLD

2

3

3'-0" x 7'-0" ALUMINUM DOORS, TYPE 'FG' NARROW STILE WITH10" BOTTOM RAIL. PROVIDE OVERHEAD CLOSER,CONTINUOUS HINGES, WEATHER STRIP AT PERIMETER, SWEEPAND ALUMINUM THRESHOLD, INTERIOR PUSH AND EXTERIORPULL WITH KEY ACCESS ON EXTERIOR.

FUTURE DEMISING WALL.

4 NO CONCRETE FLOOR THIS AREA.

DEMOLITION KEY NOTES:1 REMOVE DOOR, FRAME AND HARDWARE

2

3

REMOVE DOOR, FRAME AND HARDWARE. INFILL OPENINGWITH GYP. BD. AND STAGGERED WALL CONSTRUCTION.

REMOVE MASONRY WALL CONSTRUCTION FOR NEWWINDOW. COORDINATE WITH STRUCTURAL DETAIL 7/S3.0

5 INTERIOR NON-LOAD BEARING WALL: 5/8" GYP. BD. EA. SIDEOF 2X4 WOOD STUDS @ 16" O.C. W/ FULL DEPTH BATTINSULATION. EXTEND COMPLETE WALL SYSTEM FULL HEIGHTTO ROOF DECK.

6 PROVIDE BID ALTERNATE FOR THE FOLLOWING:INTERIOR NON-LOAD BEARING WALL: 5/8" GYP. BD. EA. SIDEOF 2X6 WOOD STUDS @ 16" O.C. W/ FULL DEPTH MINERALWOOL BATT INSULATION. EXTEND COMPLETE WALL SYSTEMFULL HEIGHT TO ROOF DECK.

DATE ISSUED FOR:

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

APPROVED BY:

SHEET TITLE:



© A1.0RHC

17-205-11

WALDO PLAZA

MIDLAND, MICHIGAN

FLOOR PLAN

5-23-2018 BID


EXISTING BUILDING TO REMAIN PROPOSED ADDITIONMASONRY WAINSCOT (TYP)

THERMALLY IMPROVED ALUMINUMSTOREFRONT WINDOW/DOORSYSTEM (TYP)

15'-6

"

VERTICAL METAL SIDING (TYP)

HORIZONTAL METAL CANOPY (TYP)

HORIZONTAL METAL SIDING (TYP)

OUTLINE OF EXISTINGBUILDING TO REMAIN

NORTH ELEVATION3/32" = 1'-0"

A3.01

A3.13

WEST ELEVATION3/32" = 1'-0"

SOUTH ELEVATION3/32" = 1'-0"

EAST ELEVATION3/32" = 1'-0"

EXISTING BUILDING TO REMAINPROPOSED ADDITION

EXISTING CMU TO BE PAINTED

OUTLINE OF EXISTINGBUILDING TO REMAIN

MASONRY WAINSCOT (TYP)

HORIZONTAL METAL SIDING (TYP)

EXISTING CMU TO BE PAINTED

4'-0

"

2'-0

"

4'-0

"

VERTICAL METAL SIDINGA3.1

2PRE-FINISHED ALUMINUM GUTTER ANDDOWNSPOUTS. COORDINATE DOWNSPOUTLOCATIONS WITH CIVIL ENGINEER.

PROVIDE ROUGH-IN FORWALL MOUNTED LIGHT

A3.21

1'-0" TYP. EA SIDEOF STORE FRONT

PRE-FINISHED ALUMINUM GUTTER ANDDOWNSPOUTS. COORDINATE DOWNSPOUTLOCATIONS WITH CIVIL ENGINEER.

DATE ISSUED FOR:

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

APPROVED BY:

SHEET TITLE:



© A2.0RHC

17-205-11

WALDO PLAZA

MIDLAND, MICHIGAN

EXTERIOR ELEVATIONS

5-23-2018 BID


BUILDING SECTION1/4" = 1'-0"

1A3.0

FINISH FLOOR100'-0"

B.O. TRUSS BEARING111'-8"

DATE ISSUED FOR:

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

APPROVED BY:

SHEET TITLE:



© A3.0RHC

17-205-11

WALDO PLAZA

MIDLAND, MICHIGAN

BUILDING SECTION

5-23-2018 BID


SLOPE 1/4" PER FOOT

METAL SIDING ON AIR AND MOISTUREBARRIER ON 1/2" WOOD SHEATHING. EXTENDBARRIER OVER ROOF MEMBRANE.

2X4 @ 16" O.C. WOOD STUD PARAPET WALL

WOOD TRUSS @ 24" O.C.

SIMPSON HURRICANE ANCHORTYPE H2.5 EACH END OF EACHWOOD TRUSS

PRE-FINISHED ALUMINUMCOPING ON 2X4 WOOD PLATE

1/2" WOOD SHEATHING

40 MIL. ROOF MEMBRANE OVER 2 LAYERS OF 2"RIGID INSUL. ON 5/8" WOOD SHEATHING.CONTINUE UP PARAPET WALL AND TERMINATEUNDER COPING.

NOTE: REFER TO STRUCTURAL DRAWINGS FOR STRUCTURALCOMPONENTS. PAINT ALL EXPOSEDMETAL.

EXTEND ROOF MEMBRANE 8" UP WALLAND TERMINATE PER MANUFACTURER'SRECOMMENDATIONS

40 MIL TPO ROOF ON 1/2"PLYWD. & MTL. DECK

PROVIDE 2X BLOCKING AS REQUIREDFOR INSTALLATION OF AWNING

3/4" DIA. STL. ROD, THREADEDEACH END

4" CONC SLAB W/ WWF ON 6 MILV.B. ON MIN 4" COMPACTEDGRANULAR FILL

2"x24" RIGID INSULATION ATPERIMETER

FOUNDATION WALL AND FOOTING,REFER TO STRUCTURAL DRAWINGS

4'-0"DOUBLE TOP PLATE

WOOD HEADER - SEE STRUCTURAL

WALL SECTION1/2" = 1'-0"

1A3.1

RETURN GYP. BD. AT WINDOWHEAD JAMBS AND STOOL.

1" INSULATED GLASS INTHERMALLY BROKEN ALUM.STOREFRONT FRAMING SYSTEM

PRE-FINISHED ALUM. FLASHING TOMATCH STOREFRONT FRAMING

8"

12

12

EXTEND 5/8" GYP. BD. ANDINSULATION FULL HEIGHT TOROOF DECK


2A3.1

B.O. TRUSS BEARING111'-8"

FINISH FLOOR100'-0"

SIMPSON H2.5 AT EACHEND - TYP.

(2) 2X6 WOOD TOP PL.

2X6 @ 16" O.C. WOODSTUD WALL WITH FULLDEPTH KRAFT FACEINSULATION

PRE-ENGINEERED WD.TRUSSES @ 24" O.C.

SLOPE 1/4" PER FOOT

ROOF MEMBRANE OVER 2 LAYERSOF 2" RIGID INSUL. ON 5/8" WOODSHEATHING

PRE-FINISHED ALUM.GUTTER AND DOWNSPOUTS

2X6 TREATED PLATE W/ SILLSEALER AND ANCHOR BOLTS @32" O.C.

FOUNDATION WALL AND FOOTING,REFER TO STRUCTURAL DRAWINGS

PROVIDE ROOF TERMINATION PERMANUFACTURERS RECOMMENDATIONS

VERTICAL METAL SIDING ONAIR AND MOISTURE BARRIERON 1/2" WOOD SHEATHING

FUTURE 4" CONC. SLAB

EXTEND 5/8" GYP. BD.AND INSULATION FULLHEIGHT TO ROOF DECK

2X6 FIRE BLOCKING

2"X24" RIGID INSULATIONAT PERIMETER

10'-0

"


3A3.1

SLOPE 1/4" PER FOOT

2X6 @ 16" O.C. WOODSTUD WALL

4" CONC SLAB W/ WWF ON 6 MIL V.B. ONMIN 4" COMPACTED GRANULAR FILL

2"x24" RIGID INSULATION AT PERIMETERFOUNDATION WALL AND FOOTING,REFER TO STRUCTURAL DRAWINGS



DOUBLE TOP PLATE

WOOD HEADER - SEE STRUCTURAL


1/2" WOOD SHEATHING

40 MIL. ROOF MEMBRANE OVER 4" RIGID INSUL. ON1/2" WOOD SHEATHING. CONTINUE UP PARAPETWALL AND TERMINATE UNDER COPING.


1" INSULATED GLASS INTHERMALLY BROKEN ALUM.STOREFRONT FRAMING SYSTEM

PRE-FINISHED ALUM. FLASHING TOMATCH STOREFRONT FRAMING

8"


METAL SIDING ON AIR AND MOISTUREBARRIER ON 1/2" WOOD SHEATHING

ALUM. BASE FLASHING TOMATCH BY SIDING MFGR

DATE ISSUED FOR:

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

APPROVED BY:

SHEET TITLE:



© A3.1RHC

17-205-11

WALDO PLAZA

MIDLAND, MICHIGAN

WALL SECTIONS

5-16-2018 90% REVIEW

5-23-2018 BID



1A3.2

SLOPE 1/4" PER FOOT

2X6 @ 16" O.C. WOODSTUD WALL

4" CONC SLAB W/ WWF ON 6 MIL V.B. ONMIN 4" COMPACTED GRANULAR FILL

2"x24" RIGID INSULATION AT PERIMETERFOUNDATION WALL AND FOOTING,REFER TO STRUCTURAL DRAWINGS



DOUBLE TOP PLATE


1/2" WOOD SHEATHING

40 MIL. ROOF MEMBRANE OVER 2 LAYERS OF 2"RIGID INSUL. ON 5/8" WOOD SHEATHING.CONTINUE UP PARAPET WALL AND TERMINATEUNDER COPING.



METAL SIDING ON AIR AND MOISTUREBARRIER ON 1/2" WOOD SHEATHING

4"

ALUM. BASE FLASHINGTO MATCH BY SIDINGMFGR

MASONRY SILL

4" CMU VENEER WITH ANCHORS16" O.C. VERT & HORIZ.

THRU WALL TWO PIECE FLASHINGWITH OPEN JOINT WEEPS NOT TOEXCEED 24" O.C.

2X6 FIRE BLOCKINGCONTINUOUS BETWEENSTUDS

10'-0

"

TWO PIECE FLASHING. TERMINATEVERT. LEG UNDER BUILDING WRAP.

2X6 TREATED BASE PLATE W/ 1/2" DIA.X 6" HARDENED ANCHOR @ 32" O.C.

ALUM. BASE FLASHING TO MATCHSIDING. TERMINATE UNDER BUILDINGWRAP.

MASONRY SILL W/ DRIP

4"

WALL BASE DETAIL1 1/2" = 1'-0"

3A3.2

SILL DETAIL1 1/2" = 1'-0"

2A3.2

PRE-FINISHED ALUM. FLASHING TOMATCH STOREFRONT FRAMING.

1/4" SHIM SPACE

2X TREATED WOOD PLATE. ANCHORTO CMU W/ 1/2" DIA. 6" HOOKEDANCHORS @ 32" O.C. MAX. RECESSHEAD TO BE FLUSH WITH TOP OFPLATE.

DATE ISSUED FOR:

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

APPROVED BY:

SHEET TITLE:



© A3.2RHC

17-205-11

WALDO PLAZA

MIDLAND, MICHIGAN

WALL SECTIONS

5-16-2018 90% REVIEW

5-23-2018 BID


A3.23

Download - WALDO PLAZA - LoopNet...WALDO PLAZA MIDLAND, MICHIGAN FLOOR PLAN 5-23-2018 BID 8-15-2018 MOLTUS REVISIONS EXISTING BUILDING TO REMAIN PROPOSED ADDITION MASONRY WAINSCOT (TYP) THERMALLY

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