HomeMy WebLinkAboutGVFC1_1526_revised-COA-DRAWINGS (2)GENERAL NOTESWVNEWLEGENDEXISTINGDESCRIPTIONAC3.1ABBREVIATIONSSHEET INDEXC1.0LEGEND,NOTESANDABBREVIATIONSPAVING NOTESSCALING NOTEAny unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle Architects
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GVFC1 REMODEL
923 N. 7TH AVE, BOZEMAN,
MONTANA152650% CDPROGRESSJAN 3, 2017REVISION SCHEDULENo.DescriptionDateEngineering
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GI TONMANEER AOPRPROJECT LOCATION
C2.0EXISTINGCONDITIONSAND DEMOPLANAny unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle Architects
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59718
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BECHTLE
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1/3/2017 2:37:26 PM
GVFC1 REMODEL
923 N. 7TH AVE, BOZEMAN,
MONTANA152650% CDPROGRESSJAN 3, 2017REVISION SCHEDULENo.DescriptionDateEngineering
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GI TONMANEER AOPRSURVEY CONTROL DATAPOINTNORTHINGEASTINGDESCRIPTIONELEVATION
2C5.04C5.01C5.05C5.03C5.06C5.03C5.0C3.0SITELAYOUTPLANAny unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle Architects
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59718
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BECHTLE
ARCHITECTS
1/3/2017 2:37:26 PM
GVFC1 REMODEL
923 N. 7TH AVE, BOZEMAN,
MONTANA152650% CDPROGRESSJAN 3, 2017REVISION SCHEDULENo.DescriptionDateEngineering
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GI TONMANEER AOPR
C4.0GRADINGPLANAny unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle Architects
JOB:4515 Valley Commons Drive #201 Bozeman, MT
59718
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BECHTLE
ARCHITECTS
1/3/2017 2:37:26 PM
GVFC1 REMODEL
923 N. 7TH AVE, BOZEMAN,
MONTANA152650% CDPROGRESSJAN 3, 2017REVISION SCHEDULENo.DescriptionDateEngineering
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GI TONMANEER AOPR
TYPICAL SIDEWALK DETAIL 5ADA STRIPING DETAIL4C5.0SIDEWALK CHASE DETAIL2C5.0C5.0SITEDETAILSDRY WELL DETAIL 1C5.0Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle Architects
JOB:4515 Valley Commons Drive #201 Bozeman, MT
59718
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BECHTLE
ARCHITECTS
1/3/2017 2:37:26 PM
GVFC1 REMODEL
923 N. 7TH AVE, BOZEMAN,
MONTANA152650% CDPROGRESSJAN 3, 2017REVISION SCHEDULENo.DescriptionDateEngineering
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GI TONMANEER AOPRTYPICAL SIDEWALK DETAIL 5C5.0ASPHALT SECTION DETAIL 3C5.0DUMPSTER FOUNDATION DETAIL 6C5.0
A2.1
1
A2.22
A2.2
A2.1
1
2
1 2
A
C
4
B
3
216' - 0"160' - 0"80' - 0"80' - 0"JUNIPER ST.
DRIVEWAY
(E) FIRE HYDRANT
(E) LIGHT POLE 12' - 9 3/4"(E) POWER POLE
2' - 0"
(E) LIGHT POLE
(E) POWER POLE
(E) POWER POLE
(E) ELECTRICAL
(E) WATER SERVICE
(E) UNDERGROUND CABLE BOX
(E) 36" BALLARD
(E) VERT. PIPE
(E) 36" BALLARD 160' - 0"EASMENT(E) BUILDING SIGNAGE
(E)
PARKING
BLOCKS
DOWNSPOUT,
CONNECT TO (E)
DRYWELL
98' - 10"
100' - 0"
(E) CONC. VALLEY
GUTTER
(E) ASPHALT
PARKING LOT
(E) STL. GUTTER
GRATE COVER
NEW CONCRETE SIDEWALK / RAMP
w/ HANDRAIL SEE 5/A1.0
NEW BRICK WALLS
NEW BRICK WALLS
(E) RETAIL SPACE
(E) RETAIL SPACE N.I.C.
NEW SHEAR WALL PER STRUCT.
(E) OVERHEAD DOOR
NEW STUCCO WALL
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
189' - 10 3/4"180' - 4 1/4"15' - 3 3/8"149' - 10 7/8"175' - 5 1/8"329' - 11 1/8"
(E) SIDEWALK
(E) SIDEWALK(E) DRYWELL
DRYWELL DOWNSPOUT,
CONNECT TO
NEW DRYWELL
(E) DRAINAGE
CHASE
BIKE RACK, SEE 4/L1.0
(E) DRYWELL
DEMO & REPOUR BOULEVARD SIDEWALK
(E) OVERHEAD
DOOR
(E) DOOR
(E) DOOR
(E) DOOR
NEW CONCRETE PATIO
NEW CONCRETE STAIR & RAILINGS
SEE 6/A1.0
NEW DUMPSTER LOCATION
(E) DOOR
(E) DOOR 16' - 11 1/2"NEW DOOR
0'0'10
'
20'40'5'
L1.0
2
L1.1
1
L1.1
2
40' - 0"40' - 0"VISION TRIANGLE
6"SQ.X3/8" HSS POST, SET IN 14"
DIA. SONOTUBE, 4'-0" DEEP (TYP.)
1-1/2" SQ. H.S.S. STEEL FRAME
DOORS W/ (3) HEAVY DUTY
HINGES, W/ CORRUGATED MTL.
SIDING, MATCH BUILDING
COLOR
6" DIA. STEEL X 4'-0" H
BOLLARDS,FILLED
W/ CONC. & SET IN
12" DIA. SONOTUBE
4'-0"DEEP (TYP OF 2)
BARREL PIN & LATCH
METAL EDGING
METAL EDGING
3"x3"x3/8" STL. ANGLE @ TOP,
BOTTOM & MIDSPAN OF WALL
6"DIA.X3/8" HSS POST, SET IN 12"
DIA. SONOTUBE, 4'-0" DEEP (TYP.)CLEAR OPENING10' - 0"2' - 9"5' - 2 3/4"2' - 9"3
L1.0
FILL PIPE
W/ CONC.
PIPE BOLLARD
SEE PLAN
HSS POST PER PLAN
CONC. PAD,
SEE CIVIL
SITE SECTION
SEE CIVIL
CONC. FDN
(TYP)
1-1/2" SQ. H.S.S. GATE FRAME
W/ METAL SIDING TO MATCH
BLDG (TYP)
METAL SIDING
WALL PANEL TO
MATCH BLDG (TYP)
3"x3"x3/8" STL. ANGLE @ TOP,
BOTTOM & MIDSPAN OF WALL
SLOPED PRE-FINISHED SHT. MTL. COPING
2' - 6"6' - 0"4' - 0"2' - 6"1' - 0"2" DIA. STL. PIPE,
POWDER COAT, MATCH
METAL WALL PANEL
4" CONC. SIDEWALK, SEE
CIVIL/LANDSCAPING
9 5/8"2 3/8"
10"2"10"4"10"3' - 0"3"COMPACTED SOIL
1/2" DIA. ANCHOR
ROD
NOTE:
1. ONE 'U' RACK HAS CAPACITY TO HOLD 2 BIKES.
2. MAINTAIN 3' SPACING BEWTWEEN 'U' RACKS.
1-1/2" DIA. STL. PIPE,
POWDER COAT, MATCH
METAL WALL PANEL
4" CONC. SIDEWALK, SEE
CIVIL/LANDSCAPING
COMPACTED SOIL
1/2" DIA. ANCHOR
ROD
1' - 0"VERIFY IN FIELD 1' - 0"3' - 0"4"PROVIDE INTERMEDIATE
VERT. SUPPORT @ 6'-0" O.C.3' - 0"1-1/2" DIA. STL. PIPE,
POWDER COAT, MATCH
METAL WALL PANEL
4" CONC. SIDEWALK, SEE
CIVIL/LANDSCAPING
COMPACTED SOIL
1/2" DIA. ANCHOR
ROD
1' - 0"3' - 0"1' - 0"
EXP. CONT. JOINT
1' - 0"V.I.F.5 3/8"NAC
Scott Bechtle 1914
ES
D A R
NLECITS H TCETIANETfoOM
T
ABECHTLE ARCHITECTS
Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle ArchitectsJOB:4515 Valley Commons Drive #201 Bozeman, MT 59718406.585.4161 ph 406.585.6919 faxBECHTLEARCHITECTS1/16/2017 5:45:33 PMGVFC1 REMODEL923 N. 7TH AVE, BOZEMAN,MONTANA1526
L1.0
SITE PLAN
100% BID SET
JAN. 16, 2017
SCALE: 1" = 20'-0"1 PLAN - SITE
SCALE: 1/4" = 1'-0"2 GARBAGE ENCLOSURE
SCALE: 1/2" = 1'-0"3 GARBAGE ENCLOSURE WALL SECTION
SCALE: 3/4" = 1'-0"4 BIKE RACK
SCALE: 3/4" = 1'-0"5 RAMP HAND RAIL
SCALE: 3/4" = 1'-0"6 STAIR HAND RAIL
REVISION SCHEDULE
No. Description Date
A2.2
1
2 4
B
3
JUNIPER ST.
98' - 10"
100' - 0"
NEW CONCRETE SIDEWALK / RAMP
PROPERTY LINE
(E) SIDEWALK
DEMO & REPOUR BOULEVARD SIDEWALK
NEW CONCRETE PATIO
NEW CONCRETE STAIR & RAILINGS
40' - 0"40' - 0"EXISTING TREES VISION TRIANGLE
CEDAR MULCH
FOR COVER SOD
SOD
SEE 2/L1.1
A8.2
2
A8.2
3
5
A3.2
PLANT SCHEDULE
SYMBOL BOTANICAL NAME
COMMON NAME
JUNIPERUS CHINENESIS 'BLUE POINT'
BLUE POINT JUNIPER
SYRINGA RETICULATA 'IVORY SILK'
IVORY SILK TREE LILAC
ACER TATARICUM
TARTARIAN MAPLE
TREES
JUNIPERUS SABINA 'BUFFALO'
BUFFALO JUNIPER
SYRINGA PUBESCENS 'MS KIM'
MS KIM LILAC
CORNUS STOLONIFERA 'ARCTIC FIRE'
RED TWIG DOGWOOD
EUONYMOUS ALATUS 'COMPACTUS'
DWARF BURNING BUSH
SHRUBS
PERENNIALS & GRASSES
DESCHAMPSIA CESPITOSA
TUFTED HAIRGRASS
HELICOTRICHON SEMPERVIRENS
BLUE OAT GRASS
NEPETA RACEMOSA
WALKERS LOW CATMINT
(E) POWER POLE
(E) ELECTRICAL
98' - 10 7/8"
SEE 1/L1.1 NAC
Scott Bechtle 1914
ES
D A R
NLECITS H TCETIANETfoOM
T
ABECHTLE ARCHITECTS
Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle ArchitectsJOB:4515 Valley Commons Drive #201 Bozeman, MT 59718406.585.4161 ph 406.585.6919 faxBECHTLEARCHITECTS1/16/2017 5:45:35 PMGVFC1 REMODEL923 N. 7TH AVE, BOZEMAN,MONTANA1526
L1.1
LANDSCAPE
PLANS
100% BID SET
JAN. 16, 2017
SCALE: 1/8" = 1'-0"1 LANDSCAPING PLANTING PLAN
SCALE: 1/8" = 1'-0"2 LANDSCAPING PLANTING PLAN - WEST SECTION
REVISION SCHEDULE
No. Description Date
A2.1
1
A2.22
A2.2
A2.1
1
2
1 2
A
C
4
B
3
216' - 0"160' - 0"80' - 0"80' - 0"NORTH 7TH AVENUEJUNIPER ST.
DRIVEWAY
(E) LIGHT POLE 12' - 0"(E) POWER POLE
2' - 0"2' - 0"(E) POWER POLE (E) POWER POLE
LINE OF ROOF ABOVE
(E) ELECTRICAL
(E) WATER SERVICE
(E) UNDERGROUND CABLE BOX
(E) 36" BALLARD
(E) VERT. PIPE
(E) 36" BALLARD 160' - 0"EASMENTFUTURE SIDEWALK18' - 0"
1
A3.1
2
A3.1
2
A3.1
BUILDING SIGNAGE
3
A3.1
DBL. SIDED SHEAR
WALL, W/ NEW
FOOTING
W2
W3
W2
W2
W1
A1.4
216' - 0"P1
(E) INTERIOR
SEPERATION WALL
(E) INTERIOR
SEPERATION WALL
(E) INTERIOR
SEPERATION WALL 103102 12' - 10 3/4"24' - 11 7/8"13' - 2 3/8"9' - 8 3/4"16' - 9 5/8"25' - 0"22' - 9"27' - 6"25' - 0"27' - 6"28' - 10"32' - 3"18' - 11"26' - 0 1/4"
AF1
(E) FIRE HYDRANT
LIGHT POLE
7' - 0"10' - 0"3' - 5"10' - 0"6' - 7"10' - 0"4' - 10"4' - 0 5/8"7' - 3 3/8"3' - 0"3' - 0"7' - 2 3/8"4' - 8 3/8"14' - 6 1/2"AF3
AF3
AF2
AF2104A1.4
1
A1.4
3
AF4
A1.4
4
A1.4
6
32' - 6"
9' - 0"
1
A3.2
Sim
3
A3.2
Sim
2
A3.2
Sim
4
A3.2
Sim
W2
W2
W2
W2
W2
W3
2' - 0"15' - 4"50' - 0"17' - 0"5
A3.2
44' - 0"14' - 4"2' - 0"
AF3 NAC
Scott Bechtle 1914
ES
D A R
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T
ABECHTLE ARCHITECTS
Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle ArchitectsJOB:4515 Valley Commons Drive #201 Bozeman, MT 59718406.585.4161 ph 406.585.6919 faxBECHTLEARCHITECTS1/16/2017 5:45:13 PMGVFC1 REMODEL923 N. 7TH AVE, BOZEMAN,MONTANA1526
A1.1
MAIN FLOOR
PLAN
100% BID SET
JAN. 16, 2017
SCALE: 3/32" = 1'-0"1 PLAN - MAIN LEVEL
REVISION SCHEDULE
No. Description Date
A2.1
1
A2.22
A2.2
A2.1
1
2
1 2
A
C
4
B
3
1
A3.1
2
A3.1
(E) LIGHT POLE
(E) POWER POLE
(E) POWER POLE (E) POWER POLE
APROX. LOCATION OF ROOF TOP
MECH TO BE REMOVED &
REINSTALLED OVER NEW CURB &
FLASHING, PROVIDE ALUMINUM FRAME
SCREENING ATTACHED TO UNIT
(CITYSCAPES ENVISOR 35 VERT.
STYLE USING FLAT RIB PANELS
BUILDING FOOTPRINT BELOW
1" / 12"1" / 12"1" / 12"1" / 12"RIDGE
RIDGE
3
A3.1
60MIL PVC MEMBRANE, GREY, FULLY
ADHERED, O/ 1/4" DENSDECK COVER
BOARD, O/ INFILL PAN INSULATION &
60 MIL PVC GUTTER
WRAP, EXTEND UP
ROOF 5' MIN.
NEW GUTTER &
DOWNSPOUTS
OVERHEAD POWER
LINES
NEW GUTTER &
DOWNSPOUTS
NEW ENTRY CANOPY
BELOW
NEW ENTRY CANOPY
BELOW
NEW ENTRY CANOPY
BELOW
RA-1
RM-1
DOWNSPOUT W/ COLLECTION
BOX, CONNECT TO DRY WELL,
PROVIDE HEAT TAPE
V A LLEYVALLEY
216' - 0"
TRF-1
TRF-2
TRF-1
1/4" / 12"
RA-2 RA-2
RA-2RA-2
APROX. LOCATION OF ROOF TOP
MECH TO BE REMOVED &
REINSTALLED OVER NEW CURB
FLASHING, PROVIDE ALUMINUM FRAME
SCREENING ATTACHED TO UNIT
(CITYSCAPES ENVISOR 35 VERT.
STYLE USING FLAT RIB PANELS
APROX. LOCATION OF ROOF TOP
MECH TO BE REMOVED &
REINSTALLED OVER NEW CURB
FLASHING, PROVIDE ALUMINUM FRAME
SCREENING ATTACHED TO UNIT
(CITYSCAPES ENVISOR 35 VERT.
STYLE USING FLAT RIB PANELS
DOWNSPOUT W/ COLLECTION
BOX, CONNECT TO DRY WELL,
PROVIDE HEAT TAPE, SEE
DETAIL 5/A8.2
SMF-2
BRC-1
RA-1
BRC-1
A1.4
5
A1.4
7
A1.4
8
5
A3.2
PROVIDE BOOT FLASHING, SEE
DETAIL X/A8.2
PROVIDE BOOT FLASHING,
SEE DETAIL X/A8.2
PROVIDE BOOT FLASHING,
SEE DETAIL X/A8.2 PROVIDE BOOT FLASHING,
SEE DETAIL X/A8.2
APROX. LOCATION OF ROOF TOP
MECH TO BE REMOVED &
REINSTALLED OVER NEW CURB &
FLASHING, PROVIDE ALUMINUM FRAME
SCREENING ATTACHED TO UNIT
(CITYSCAPES ENVISOR 35 VERT.
STYLE USING FLAT RIB PANELS
APROX. LOCATION OF ROOF TOP
MECH TO BE REMOVED &
REINSTALLED OVER NEW CURB &
FLASHING, PROVIDE ALUMINUM FRAME
SCREENING ATTACHED TO UNIT
(CITYSCAPES ENVISOR 35 VERT.
STYLE USING FLAT RIB PANELS
60MIL PVC MEMBRANE, GREY, FULLY
ADHERED, O/ 1/4" DENSDECK COVER
BOARD, O/ INFILL PAN INSULATION &
6
A8.2
Sim
1
A8.2
Sim
RM-2RM-2
RM-2RM-2
RM-2RM-2
RM-2RM-2
6
A8.1
Sim
SMF-2
SMF-1
BRC-1
BRC-1
ROOF PLAN NOTES
A
CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS SHOWING ANY
CHANGES TO PLANS AND DIMENSIONING.
CONTRACTOR SHALL REMOVE ALL DEBRIS, DIRT, LOOSE
MATERIALS FROM ROOF PRIOR TO INSTALLATION OF NEW ROOF
SYSTEM
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WEATHER
TIGHT BARRIERS AT THE END OF EACH WORK DAY UNTIL RE-ROOF
IS COMPLETE.
CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY
SUPPORTING OF ROOF STRUCTURE DURING ALL DEMOLITION
ACTIVITIES.
B
C
D
E
BASISI OF DESIGN SPM ROOFING SPECIFICATIONS
1. PROVIDE SURE-TOUGH FULLY ADHERED SYSTEM BY CARLISLE OR
APPROVED EQUAL, 60 MIL, GREY.
2. PROVIDE 20 YR TOTAL SYSTEM WARRANTY
3. SUBMIT COPY OF WARRANTY WITH SHOP DRAWINGS FOR ROOFING
FOR APPROVAL INCLUDING ALL DETAILS.
4. INSTALL POLYISO INSULATION TO FILL (E) METAL ROOFING PANEL.
5. INSTALL 1/4" DENSDECK COVERBOARD.
6. INSTALL PER MANUFACTURER'S WRITEN INSTALLATION
REQUIREMENTS.
7. CONDUCT A PRE-INSTALLATION CONFERENCE WITH ARCHITECT &
CONTRACTOR PRESENT PRIOR TO START OF CONSTRUCTION
INSTALLATION.
8. RUN MEMBRANE OVER TOP OF WALL UNDER PARAPET CAP.
GUTTERS SCUPPERS & DOWNSPOUTS
1. FABRICATE FROM 24 GA. PREFINISHED METAL TO MATCH EXISTING.
2. GUTTERS TO BE WATER TIGHT AND SLOPE TO DOWN SPOUTS.
3. DOWNSPOUTS TO BE OPEN FACED TYPE, AND SOLID FOR 2' AT
CHANGE IN DIRECTION, AT VERTICAL DROPS W/ SUPPORTS AT 24"
O.C. SUBMIT SHOP DRAWINGS FOR APPROVAL.
4. CONNECT DOWNSPOUT WITH BOOTS AND PIPING TO DRYWELLS.
ALTERNATE #1
1. PROVIDE SURE-TOUGH MECHANICALY FASTENED MEMBRANE, W/
RHINO PLATES & BOND @ 24" O.C. EA. WAY. IN LIEU OF FULLY
ADHERED MEMBRANE
F
G NAC
Scott Bechtle 1914
ES
D A R
NLECITS H TCETIANETfoOM
T
ABECHTLE ARCHITECTS
Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle ArchitectsJOB:4515 Valley Commons Drive #201 Bozeman, MT 59718406.585.4161 ph 406.585.6919 faxBECHTLEARCHITECTS1/16/2017 5:45:13 PMGVFC1 REMODEL923 N. 7TH AVE, BOZEMAN,MONTANA1526
A1.3
ROOF PLAN
100% BID SET
JAN. 16, 2017
SCALE: 3/32" = 1'-0"1 PLAN - ROOF
REVISION SCHEDULE
No. Description Date
B.O. FDN
98' - 0"
T.O. FDN. / SLAB
100' - 0"
A CB
3' - 3"3' - 0"5' - 2"10' - 0"17' - 8"3' - 0"16' - 5"6' - 0"7' - 11"3' - 0"38' - 4"12' - 0"7' - 1"3' - 0"24' - 2"
160' - 0"
(E) GAS METER
/ VERT. PIPE
(E) UNDERGROUND
CABLE BOX
(E)WATER SERVICE
(E) ELECTRIC METER
(E) ELECT. CANOPY
T.O. CANOPY
111' - 0"
T.O. BRICK PARAPET
122' - 2 1/2"
T.O. PARAPET
118' - 3"18' - 3"EWP-1EWP-1
2
A8.2
5
A3.2
RA-1
B.O. FDN
98' - 0"
T.O. FDN. / SLAB
100' - 0"
1 2 43
(E) UNDERGROUND CABLE BOX
55' - 0"11' - 0"106' - 6"6' - 0"11' - 6"26' - 0"
216' - 0"
T.O. CANOPY
111' - 0"
T.O. BRICK PARAPET
122' - 2 1/2"
T.O. PARAPET
118' - 3"
BR-1
BRC-1
E101
MWP-2
STF-1
?
SMF-1
SMF-3
RM-2
(E) GAS SERVICE (E) GAS SERVICE22' - 6"RTU SCREENINGRTU SCREENING
RTU SCREENING
RTU SCREENING
RA-1
MWP-4
EWP-1
1. ALL GLAZING TO BE DBL. PAIN INSULATED GLAZING, LOW E, NO TINT
2. ALL ALUMINUM STOREFRONT FRAMES TO BE DARK BRONZE
WINDOW / DOOR COMMENTS
SCALE: 1/8" = 1'-0"2 WEST NAC
Scott Bechtle 1914
ES
D A R
NLECITS H TCETIANETfoOM
T
ABECHTLE ARCHITECTS
Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle ArchitectsJOB:4515 Valley Commons Drive #201 Bozeman, MT 59718406.585.4161 ph 406.585.6919 faxBECHTLEARCHITECTS1/16/2017 5:45:19 PMGVFC1 REMODEL923 N. 7TH AVE, BOZEMAN,MONTANA1526
A2.1
EXTERIOR
ELEVATIONS
100% BID SET
JAN. 16, 2017
SCALE: 1/8" = 1'-0"1 SOUTH
EXTERIOR MATERIAL SCHEDULE
SYMBOL MATERIAL MANUFACTURER TYPE, COLOR COMMENTS
BR-1 BRICK FASCADE MUTUAL MATERIALS 'CLASSIC USED' BASIS OF DESIGN, OMIT DARK BRICKS, MATCH
OWNERS SAMPLE
WITH 1-1/2" AIR SPACE
BRC-1 BRICK COPING 3" CHOCOLATE LIMESTONE CAP, MATCH OWNER'S SAMPLE,
SLOPED
CCF-1 CAST-IN-PLACE CONCRETE FOUNDATION SEE STRUCTURAL
CPC-1 CAST-IN-PLACE CONCRETE
EF-2 ELECTRICAL LIGHT EXTERIOR /WATER RATED RECESSED LED CAN LIGHT DESIGN/BUILD BY SUBCONTRACTOR
ESS-1 EXISTING STEEL STRUCTURE STEEL GIRDER BEAM/FRAME V.I.F.
EWP-1 (E) WALL PANEL TO BE PAINTED, COLOR TBD.
INS-1 POLY-ISO INSULATION TAPPERED AS REQUIRED
MWP-2 CORRUGATED METAL WALL PANEL BRIDGER STEEL 2.67" x 7/8" VERTICAL CORRUGATED METAL WALL PANEL, 24 GA,
COLOR DARK GREY
MWP-4 RTU SCREENING CITYSCAPES ENVISOR 35 VERTICAL STYLE USING FLAT RIB PANELS, COLOR
TO MATCH WALL PANELS.
ATTACH DIRECTLY TO RTU
PC-1 POWDER COAT 2" DIA. STL. 'U' BIKE RACK, COLOR TBD SEE SPECIFICATIONS
RA-1 ROOF 'K'-STYLE GUTTER 4"X4", COLOR TO MATCH FASCIA BOARD
RA-2 CAST IRON ROOF DRAIN CAST IRON ROOF DRAIN, LOW PROFILE BASKET, V.I.F. GUTTER
WIDTH FOR BASKET DIMENSIONS
CONNECT TO INSULATED PIPE INSIDE
BUILDING, ROUTE TO DRYWELLS
RM-1 PVC ROOFING MEMBRANE CARLISLE 60 MIL PVC, MECHANICALLY FASTENED
RM-2 PVC ROOFING MEMBRANE 60 MIL FULLY ADHERED MEMBRANE; GREY ALTERNATE - MECHANICALLY
FASTENED WITH RHINO PLATES @ 24"
O.C.
RM-3 MECHANICALY SEAMED STANDING SEAM
METAL ROOFING, 16" PAN WIDTH
BRIDGER STEEL
SFG-1 STOREFRONT GLASS 1" INSULATED GLAZING, CLEAR LOW E, MIN. 'U' VALUE 0.29 V.I.F.
SMF-1 SHEET METAL CAP FLASHING METAL SALES 24 GA. SHEET METAL, COLOR TBD
SMF-2 SHEET METAL CAP FLASHING METAL SALES 24 GA. SHEET METAL, COLOR #2 (TBD)
SMF-3 SHEET METAL FASCIA METAL SALES 24 GA. SHEET METAL, COLOR #3 (TBD)
SSB-1 STRUCTURAL STEEL BEAM SEE STRUCTURAL DRAWINGS
SSC-1 HSS STRUCTURAL STEEL COLUMN PAINTED, COLOR TBD (UNLESS INSIDE WALL) SEE STRUCTURAL DRAWINGS
SSC-3 STRUCTURAL STEEL COLUMN PAINTED, COLOR TBD SEE STRUCTURAL DRAWINGS
STF-1 STUCCO FINISH SMOOTH TEXTURE STUCCO, DARK GREY PROVIDE TOOLED JOINT PATTERN
PER ELEVATIONS
SWB-1 STRUCTURAL WOOD BEAM SEE STRUCTURAL DRAWINGS
WSF-1 WOOD SOFFIT - T&G
REVISION SCHEDULE
No. Description Date
1243
75' - 0"
(E) ELECTRICAL
(E) WATER SERVICE
216' - 0"
T.O. CANOPY
111' - 0"
T.O. BRICK PARAPET
122' - 2 1/2"
1
A3.1
T.O. PARAPET
118' - 3"
4' - 8 7/8"4' - 8 7/8"4' - 8 7/8"4' - 9 7/8"6' - 0"4' - 9 5/8"4' - 8 5/8"4' - 8 5/8"4' - 7 5/8"
?
BR-1
BRC-1
GV
AF4103
RM-2
MWP-4MWP-4MWP-4
MWP-4
RA-1RA-1
??
104
T.O. FOOTING
96' - 0"
T.O.SLAB / FDN
100' - 0"
2
A8.2
GUTTER
DOWNSPOUT
DOWNSPOUT DOWNSPOUT DOWNSPOUT
B.O. FDN
98' - 0"
T.O. FDN. / SLAB
100' - 0"
ACB
160' - 0"
T.O. CANOPY
111' - 0"
T.O. BRICK PARAPET
122' - 2 1/2"
T.O. PARAPET
118' - 3"
2
A3.1
3
A3.1
GALLATIN VALLEY FURNITURE CARPET ONEGV
MWP-2
BR-1
STF-1
SMF-1 BR-1
SMF-3
22' - 2 1/2"(E) ROOF LINE BEHIND PARAPET (E) ROOF LINE BEHIND PARAPET
AF1
102
AF2AF3AF3
BRC-1
SMF-2
BRC-1
RA-1
SSC-3SSC-3
PC-1AF3
3
A8.2
5
A3.2
MWP-4MWP-4
14' - 0"B.O. STL. LINTLE
113' - 6 1/2"22' - 8"12' - 0"9
A8.1
Sim
2
A8.1
Sim
1. ALL GLAZING TO BE DBL. PAIN INSULATED GLAZING, LOW E, NO TINT
2. ALL ALUMINUM STOREFRONT FRAMES TO BE DARK BRONZE
WINDOW / DOOR COMMENTS
SCALE: 1/8" = 1'-0"1 NORTH NAC
Scott Bechtle 1914
ES
D A R
NLECITS H TCETIANETfoOM
T
ABECHTLE ARCHITECTS
Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright C 2016 Bechtle ArchitectsJOB:4515 Valley Commons Drive #201 Bozeman, MT 59718406.585.4161 ph 406.585.6919 faxBECHTLEARCHITECTS1/16/2017 5:45:25 PMGVFC1 REMODEL923 N. 7TH AVE, BOZEMAN,MONTANA1526
A2.2
EXTERIOR
ELEVATIONS
100% BID SET
JAN. 16, 2017
SCALE: 1/8" = 1'-0"2 EAST
EXTERIOR MATERIAL SCHEDULE
SYMBOL MATERIAL MANUFACTURER TYPE, COLOR COMMENTS
BR-1 BRICK FASCADE MUTUAL MATERIALS 'CLASSIC USED' BASIS OF DESIGN, OMIT DARK BRICKS, MATCH
OWNERS SAMPLE
WITH 1-1/2" AIR SPACE
BRC-1 BRICK COPING 3" CHOCOLATE LIMESTONE CAP, MATCH OWNER'S SAMPLE,
SLOPED
CCF-1 CAST-IN-PLACE CONCRETE FOUNDATION SEE STRUCTURAL
CPC-1 CAST-IN-PLACE CONCRETE
EF-2 ELECTRICAL LIGHT EXTERIOR /WATER RATED RECESSED LED CAN LIGHT DESIGN/BUILD BY SUBCONTRACTOR
ESS-1 EXISTING STEEL STRUCTURE STEEL GIRDER BEAM/FRAME V.I.F.
EWP-1 (E) WALL PANEL TO BE PAINTED, COLOR TBD.
INS-1 POLY-ISO INSULATION TAPPERED AS REQUIRED
MWP-2 CORRUGATED METAL WALL PANEL BRIDGER STEEL 2.67" x 7/8" VERTICAL CORRUGATED METAL WALL PANEL, 24 GA,
COLOR DARK GREY
MWP-4 RTU SCREENING CITYSCAPES ENVISOR 35 VERTICAL STYLE USING FLAT RIB PANELS, COLOR
TO MATCH WALL PANELS.
ATTACH DIRECTLY TO RTU
PC-1 POWDER COAT 2" DIA. STL. 'U' BIKE RACK, COLOR TBD SEE SPECIFICATIONS
RA-1 ROOF 'K'-STYLE GUTTER 4"X4", COLOR TO MATCH FASCIA BOARD
RA-2 CAST IRON ROOF DRAIN CAST IRON ROOF DRAIN, LOW PROFILE BASKET, V.I.F. GUTTER
WIDTH FOR BASKET DIMENSIONS
CONNECT TO INSULATED PIPE INSIDE
BUILDING, ROUTE TO DRYWELLS
RM-1 PVC ROOFING MEMBRANE CARLISLE 60 MIL PVC, MECHANICALLY FASTENED
RM-2 PVC ROOFING MEMBRANE 60 MIL FULLY ADHERED MEMBRANE; GREY ALTERNATE - MECHANICALLY
FASTENED WITH RHINO PLATES @ 24"
O.C.
RM-3 MECHANICALY SEAMED STANDING SEAM
METAL ROOFING, 16" PAN WIDTH
BRIDGER STEEL
SFG-1 STOREFRONT GLASS 1" INSULATED GLAZING, CLEAR LOW E, MIN. 'U' VALUE 0.29 V.I.F.
SMF-1 SHEET METAL CAP FLASHING METAL SALES 24 GA. SHEET METAL, COLOR TBD
SMF-2 SHEET METAL CAP FLASHING METAL SALES 24 GA. SHEET METAL, COLOR #2 (TBD)
SMF-3 SHEET METAL FASCIA METAL SALES 24 GA. SHEET METAL, COLOR #3 (TBD)
SSB-1 STRUCTURAL STEEL BEAM SEE STRUCTURAL DRAWINGS
SSC-1 HSS STRUCTURAL STEEL COLUMN PAINTED, COLOR TBD (UNLESS INSIDE WALL) SEE STRUCTURAL DRAWINGS
SSC-3 STRUCTURAL STEEL COLUMN PAINTED, COLOR TBD SEE STRUCTURAL DRAWINGS
STF-1 STUCCO FINISH SMOOTH TEXTURE STUCCO, DARK GREY PROVIDE TOOLED JOINT PATTERN
PER ELEVATIONS
SWB-1 STRUCTURAL WOOD BEAM SEE STRUCTURAL DRAWINGS
WSF-1 WOOD SOFFIT - T&G
REVISION SCHEDULE
No. Description Date
(E) OVERHANG TO BE
REMOVED
(E) STONE TO BE REMOVED(E) SIDING TO BE COVERED
WITH NEW SIDING REPLACE ALL STOREFRONT
W/ NEW
(E) SIDING TO BE PAINTED
(E) OVERHANG TO BE
REMOVED
RTU TO BE REMOVED AND
NEW RTU W/ SCREENING TO
BE INSTALLED
RTU TO BE REMOVED AND
NEW RTU W/ SCREENING TO
BE INSTALLED
(E) OVERHANG TO BE
REMOVED
(E) SIDING TO BE PAINTED
(E) SIDING TO BE COVERED
WITH NEW SIDING
(E) STONE TO BE REMOVED
(E) STONE TO BE REMOVED
(E) OVERHANG TO BE
REMOVED
(E) CANOPY TO BE
REMOVEDREPLACE ALL STOREFRONT
W/ NEW