waldo plaza - loopnet...waldo plaza midland, michigan floor plan 5-23-2018 bid 8-15-2018 moltus...
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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:
ARCHITECTURE PASSION INTEGRITY282 S. MAIN FREELAND, MI 989.695.9707
COPYRIGHT 2018CASE ARCHITECTURE, INC.
© A1.0RHC
17-205-11
WALDO PLAZA
MIDLAND, MICHIGAN
FLOOR PLAN
5-23-2018 BID
8-15-2018 MOLTUS REVISIONS
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:
ARCHITECTURE PASSION INTEGRITY282 S. MAIN FREELAND, MI 989.695.9707
COPYRIGHT 2018CASE ARCHITECTURE, INC.
© A2.0RHC
17-205-11
WALDO PLAZA
MIDLAND, MICHIGAN
EXTERIOR ELEVATIONS
5-23-2018 BID
8-15-2018 MOLTUS REVISIONS
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:
ARCHITECTURE PASSION INTEGRITY282 S. MAIN FREELAND, MI 989.695.9707
COPYRIGHT 2018CASE ARCHITECTURE, INC.
© A3.0RHC
17-205-11
WALDO PLAZA
MIDLAND, MICHIGAN
BUILDING SECTION
5-23-2018 BID
8-15-2018 MOLTUS REVISIONS
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
WALL SECTION1/2" = 1'-0"
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
"
WALL SECTION1/2" = 1'-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
WOOD TRUSS @ 24" O.C.
SIMPSON HURRICANE ANCHORTYPE H2.5 EACH END OF EACHWOOD TRUSS
DOUBLE TOP PLATE
WOOD HEADER - SEE STRUCTURAL
PRE-FINISHED ALUMINUMCOPING ON 2X4 WOOD PLATE
1/2" WOOD SHEATHING
40 MIL. ROOF MEMBRANE OVER 4" RIGID INSUL. ON1/2" WOOD SHEATHING. CONTINUE UP PARAPETWALL AND TERMINATE UNDER COPING.
2X4 @ 16" O.C. WOOD STUD PARAPET WALL
1" INSULATED GLASS INTHERMALLY BROKEN ALUM.STOREFRONT FRAMING SYSTEM
PRE-FINISHED ALUM. FLASHING TOMATCH STOREFRONT FRAMING
8"
EXTEND 5/8" GYP. BD. ANDINSULATION FULL HEIGHT TOROOF DECK
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:
ARCHITECTURE PASSION INTEGRITY282 S. MAIN FREELAND, MI 989.695.9707
COPYRIGHT 2018CASE ARCHITECTURE, INC.
© A3.1RHC
17-205-11
WALDO PLAZA
MIDLAND, MICHIGAN
WALL SECTIONS
5-16-2018 90% REVIEW
5-23-2018 BID
8-15-2018 MOLTUS REVISIONS
WALL SECTION1/2" = 1'-0"
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
WOOD TRUSS @ 24" O.C.
SIMPSON HURRICANE ANCHORTYPE H2.5 EACH END OF EACHWOOD TRUSS
DOUBLE TOP PLATE
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.
2X4 @ 16" O.C. WOOD STUD PARAPET WALL
EXTEND 5/8" GYP. BD. ANDINSULATION FULL HEIGHT TOROOF DECK
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:
ARCHITECTURE PASSION INTEGRITY282 S. MAIN FREELAND, MI 989.695.9707
COPYRIGHT 2018CASE ARCHITECTURE, INC.
© A3.2RHC
17-205-11
WALDO PLAZA
MIDLAND, MICHIGAN
WALL SECTIONS
5-16-2018 90% REVIEW
5-23-2018 BID
8-15-2018 MOLTUS REVISIONS
A3.23
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