Elevations ENVELOPE GENERAL NOTES
1. PRE-CONSTRUCTION CONFERENCE: PRIOR TO THE START OF SUBMITTALS, A
ENVELOPE PRE-CONSTRUCTION CONFERENCE IS TO BE CONDUCTED TO
REVIEW INSTALLATION METHODS AND MATERIAL COMPATIBILITY WITH ALL
ASSOCIATED ENVELOPE CONTRACTORS. WORK OF THE SPECIFICATION
SECTIONS DEALING WITH THE ENVELOPE ARE TO INCLUDE, BUT NOT LIMITED
TO, THE FOLLOWING: 072500 - WEATHER BARRIERS, 072210 - NAILBASE ROOF
INSULATION PANELS, 072726 - FLUID-APPLIED MEMBRANE AIR BARRIERS,
072101 - CONTINUOUS THERMAL INSULATION, 075423 SF - THERMOPLASTIC
POLYOLEFIN (TPO) ROOFING, 084413 FL - GLAZED ALUMINU M CURTAIN
WALLS.
2. PROVIDE ICC-ES EVALUATION REPORTS FOR ALL MATERI AL INSTALLATIONS.
3. PROVIDE A LETTER OF MATERIAL COMPATIBILITY TO OTHER ENVELOPE
SYSTEM MATERIALS.
4. THE INSTALLED AIR BARRIER ON THE BUILDING IS REQUIRED TO BE
CONTINUOUS. SEAL ALL PENETRATIONS, JOINTS AND FLASHING AS
REQUIRED BY MATERIAL MANUFACTURERS INSTRUCTIONS.
5. CONTRACTORS ARE RESPONSIBLE FOR ALL WORK REGARDLESS OF THE
LOCATION OF THE INFORMATION ON THE DOCUMENTS.
6. INSTALL SEALANT, GASKETS, WEATHER STRIPPING OR WRAPPING WITH
PERMEABLE FLASHING AT EXTERIOR SIDE OF ALL JOINTS, SEAMS,
CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR AIR
INFILTRATION EXCEPT AS NOTED OTHERWISE. COLORS TO MATCH
ADJACENT SURFACE. COLOR REQUIRES ARCHITECTS APPROVAL.
7. THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING A WEATHER TIGHT
BUILDING, DETAILS AND OMISSIONS TO DRAWINGS NOTWITHSTANDING.
ALL DRAWING CONFLICTS WHICH MAY NOT ALLOW A WEATHERTIGHT
CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
8. THE DRAWINGS AND SPECIFICATIONS DO NOT NECESSARILY INDICATE OR
DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND
COMPLETION OF THE WORK. CONTRACTS SHALL BE LET ON THE BASIS OF
SUCH DOCUMENTS, WITH THE UNDERSTANDING THAT THE CONTRACTOR IS
TO FURNISH ALL ITEMS REQUIRED FOR PROPER COMPLETION OF THE WORK
WITH OUT ADJUSTMENT TO CONTRACT PRICE. IT IS INTENDED THAT THE
WORK TO BE OF SOUND AND QUALITY CONSTRUCTION AND THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INCLUSION OF
ADEQUATE AMOUNTS TO COVER INSTALLATION OF ALL ITEMS INDICATED,
DESCRIBED OR REASONABLY IMPLIED.
9. EXTERIOR FENESTRATION CALCULATIONS:
- NORTH WALL: 1157 SF, FENESTRATION 22 SF
- EAST WALL : 1803 SF, FENESTRATION 655 SF
- SOUTH WALL: 1157 SF, FENESTRATION 88 SF
- WEST WALL: 1614 SF, FENESTRATION 507 SF
- PERCENTAGE OF FENESTRATION ON EXTERIOR WALLS:
1272/ 5731 X 100= 22.2%
10. GLAZING: SOLARBAN 70 (2) + CLEAR: 0.28 U-FACTOR, 0.27 SHGC .
11. GLAZING ASSEMBLIES:
- CURTAINWALL ASSEMBLY: KAWNEER 1600 UT (2): 0.36 U-FACTOR, 0.29
SHGC. PRODUCTS TO BE RATED AS REQUIRED BY NFRC.
- STOREFRONT ASSEMBLY: KAWNEER TRIFAB 451 UT: 0.36 U-FACTOR, 0.25
SHGC.PRODUCTS TO BE RATED AS REQUIRED BY NFRC.
12. EXTERIOR STOREFRONT DOORS: KAWNEER 500-PAIR: 0.74 U-FACTOR, 0.18
SHGC. PRODUCTS TO BE RATED AS REQUIRED BY NFRC. KAWNEER 560
INSULCLAD SINGLE DOOR: 0.68 U-FACTOR, 0.18 SHGC.PRODUCTS TO BE
RATED AS REQUIRED BY NFRC.
13. EXTERIOR WALLS:
- ADHERED STONE VENEER WALL AREA: ADHERED STONE ON 1 3/4"
CONCRETE INSULATED SHEATHING SYSTEM R-7.2. PLYWOOD SHEATHING
WITH FLUID APPLIED WRB OVER 6" STRUCTURAL STUD FRAMING AND R-19
BATT INSULATION.
- FIBER CEMENT LAP SIDING WALL AREA: FIBER CEMENT LAP SIDING
OVER FLUID APPLIED WRB OVER 2" NAILABLE POLYISO INSULATION (R-9.6)
OVER PLYWOOD SHEATHING OVER 6" STRUCTURAL STUD FRAMING AND
R-19 BATT INSULATION.
- COMPOSITE METAL PANEL WALL AREA: COMPOSITEMETAL PANEL
SYSTEM (WET SEAL) OVER FLUID APPLIED WRB OVER 2" NAILABLE POLYISO
INSULATION (R-9.6) OVER PLYWOOD SHEATHING OVER 6" STRUCTURAL STUD
FRAMING AND R-19 BATT INSULATION.
14. ROOF INSULATION: CLOSED CELL POLYISOCYANURATE FOAM BOARD R-38
INSULATION WITH TAPERED EPS BOARD CRICKETS ABOVE STEEL DECK.
WATER-AIR BARRIER: LOCATED ABOVE STEEL ROOF DECK, TAPED AND
FLASHED TO WALL: VERSICO VAPAIR SEAL MD, 0.03 PERMS, OR APPROVED
EQUAL.
15. PERIMETER FOUNDATION INSULATION: 2" EPS BOARD, R-10
16. FLUID APPLIED MEMBRANE AIR BARRIER: PROVIDE SEALED FLUID APPLIED
MEMBRANE AIR BARRIER THAT HAS PERMEABILITY < 0.004 DFM/SF
6
A
AE201B4
AE201 B1
AE201
D3
AE201
A3
5 4 3 2 1
B
C
D
E
ENTRY
101
LOBBY
102
WAITING
103
HALL
104
WAITING
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
OFFICE
111
OFFICE
112
OFFICE
113
HALL
114
UNISEX
115
UNISEX
116
JAN.
117
MDP
118
BREAK ROOM
119
ADMIN.
120
STORAGE
121 10' - 1 1/4"10' - 5"10' - 11"10' - 1 1/4"W4 W3 W2 W1
W17 W17
W15
W20 W7 W6 W6 W5
W17
W16 W18
W18W18W18W18W32W33W29W31W27W26W23W36W35
W22 W24
W23
W28
W30
W30
W25W34
120A
119A
117A
116A
115A
118A
108A
109A
110A
112A
113A
111A
101A106A107A101B
AE442
B5
AE442
B3
AE442
D3
D4
AE441
A4
C1
A2 C3
AE442 A5
C5
B4
2
9 10
8
7
6
4
1 1
2
2
3
2
8
7
2
7
8
8
6
2
11
8
1
7
8
8
8
2
2
8
9
10
4
4
7
15' - 1"13' - 1 1/2"32' - 0"13' - 2 3/4"21' - 7"
4' - 0 5/8"4' - 0"5' - 0 7/8"7' - 9"4"7' - 9"4"7' - 9"4"7' - 9"
5' - 1"4' - 0"4' - 1 3/4"
11 3/8"
7' - 3 1/4"5' - 5 3/8"4' - 0"3' - 11"8' - 11"28' - 6 1/2"8' - 9 1/2"6' - 0"52' - 3"2' - 4 3/4"6' - 6 1/4"5' - 0"4' - 0"5' - 8"4' - 0"6' - 0"4' - 0"5' - 8"4' - 0"5' - 0"7' - 9"4"7' - 9"4"7' - 9"4"7' - 9"4' - 9"4' - 0"5' - 7"4' - 0"3' - 8"
2' - 2 1/4"5' - 0"4' - 11 3/4"
6 5/8"
4' - 0"11' - 5 7/8"2' - 0"5' - 7"3' - 4"12' - 2"16' - 0 1/2"32' - 0"22' - 0"12' - 9 3/4"
12' - 1 3/8"
1' - 0 7/8"
7' - 4 1/2"12' - 5"10' - 1 1/4"10' - 8 5/8"13' - 5 3/4"12' - 4 7/8"2' - 10"8' - 1 3/4"
10' - 1 1/4"10' - 5 1/2"5' - 4 1/2"20' - 11"AE421
A5 3' - 10 1/4"1' - 9"37' - 5 1/2"8' - 9 1/2"6' - 0"4
2
W19
114A2
C3
3
11.04
12.03
6.09
6.096.09
6.09
A3
AE301
A3
AE301
D4
AE301
D4
AE301
C4
AE301
C4
AE301
D1
AE301
D1
AE301
C1
AE301
C1
AE301
AE442
A4
12.01
12.01
12.0112.0112.0112.0112.0112.0112.0112.01
AE502
B4
AE503 B4
1' - 11"4' - 1"1' - 1 5/8"5' - 7 5/8"11' - 5 5/8"14' - 10 7/8"7' - 5"14' - 6 3/4"10' - 5"5' - 6 1/4"2' - 2"AE442B1
11.05
8.07 8.06
8.078.06
8.068.06
10.01
AE511
A4
AE511
A3
AE511
A2
AE511
B3
AE511
B4
AE511
B5
AE511
A1
AE511
A5
AE511
B4
AE511
B4
AE511
A2
11.06
1.02
5.57
7 7
AE511
C3
W1824' - 6 3/4"4' - 0"10' - 9"39' - 3 3/4"8' - 9 1/2"5' - 8 1/2"
2' - 11 5/16"
2' - 2 3/16"
2' - 5 5/8"20' - 6 3/4"3' - 9"5' - 0"6' - 11"5' - 11 3/4"8' - 11 1/2"113°HALL
114A
1' - 1"6
6 6
SANDERS ASSOCIATES ARCHITECTS
2668 Grant Avenue
Ogden, Utah 84401
Phone: 801.621.7303
www.sandersarch.com
SAA
Sheet Number
Drawing Title
SAA Project No.
Consultant
Seal
RevisionProject Name#
No.Date Description
Issued
NOT FOR CONSTRUCTION54321
54321
A
B
C
D
A
B
C
D
AE102
FLOOR PLAN
2020-19MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6301 N. TEN MILE ROADMERIDIAN, ID 83646SEE KEYED NOTES - MASTER LIST ON SHEET GI002 IF KEYNOTE MISSING
KEYED NOTES
1.02 PRINT IN COLOR & LAMINATE UTILITY SHUTOFF PLAN LOCATED IN SPEC
SECTION: MECHANICAL IDENTIFICATION 231900. MOUNT NEXT TO DOOR AS
DIRECTED BY OWNER.
5.57 METAL LADDER TO ROOF HATCH ABOVE
6.09 3/4" PLYWOOD SHEATHING FLOOR TO ROOF DECK ALL WALLS, TYP.
(PAINTED)
8.06 ADA ACTUATOR, RECESSED MOUNT
8.07 ADA DOOR OPERATOR
10.01 SEMI-RECESSED FIRE EXTINGUISHER CABINET
11.04 DIGITAL MEDIA WALL REFER TO INTERIOR ELEVATIONS
11.05 SURFACE MOUNTED TV
11.06 RECESSED TV WALL POCKET
12.01 FURNISHINGS BY OTHERS
12.03 CORKBOARD (4'X6' POLYVISION COLORED CORK IN BEIGE 2186) TO BE
PROVIDED AND INSTALLED BY CONTRACTOR. COORDINATE EXACT
LOCATION WITH OWNER.
No. Date Description
3/16" = 1'-0"
MAIN LEVEL FLOOR PLAN
10 CARD PRINTING MACHINE PROVIDED BY OWNER
9 PRINTER PROVIDED BY OWNER
8 SHREDDER BIN PROVIDED BY OWNER
7 TELLER CASH RECYCLER PROVIDED BY OWNER
6 PNEUMATIC TELLER VAT SYSTEM PROVIDED AND INSTALLED BY DIEBOLD
5 DRIVE THRU ATM PROVIDED AND INSTALLED BY DIEBOLD
4 COIN CHANGER PROVIDED BY OWNER
3 NIGHT DEPOSIT & SAFE PROVIDED AND INSTALLED BY DIEBOLD
2 COPY MACHINE PROVIDED BY OWNER
1 IT RACK PROVIDED BY OWNER AND INSTALLED BY OWNER
MARK EQUIPMENT PROVIDED BY / INSTALLED BY
EQUIPMENT SCHEDULE #
GENERAL ROOF NOTES
1. ALL ROOF DECK IS TO BE COVERED IN R-30 INSULATION AND SPECIFIED
ROOFING SYSTEM.
2. THE CONTRACTOR IS TO ASSURE THAT THE MINIMUM ROOF SLOPE IS NOT
LESS THAN 1/4" PER FOOT. ANY AREA THAT IS LESS THAN 1/4" PER FOOT
SLOPE SHALL BE ADJUSTED AT THE CONTRACTORS EXPENSE WITH
CRICKETING TO PROVIDE THE REQUIRED SLOPE.
3. ALL ROOFING CRICKETS ARE TO BE CONSTRUCTED OF TAPERED
INSULATION. CRICKETS ARE TO BE INSTALLED SO THAT A SLOPE OF 1/4" PER
FOOT IS MAINTAINED ACROSS THE FACE OF THE CRICKET.
4. PROVIDE CRICKETS AT ALL ROOF TOP MOUNTED EQUIPMENT, (I.E.,
SKYLIGHTS, ROOF HATCHES, ETC.., TO ASSURE POSITIVE DRAINAGE AROUND
SUCH ELEMENTS.
5. ALL FLASHING , COUNTER FLASHING AND SHEET METAL WORK TO COMPLY
WITH THE MINIMUM STANDARDS PER THE CURRENT EDITION OF SMACNA.
6. NOT ALL ROOF MOUNTED EQUIPMENT AND ROOF PENETRATIONS ARE
SHOWN ON THE ARCHITECTURAL ROOF PLAN SHEET. IN ADDITION TO THE
ARCHITECTURAL, THE CONTRACTOR IS RESPONSIBLE FOR REFERENCING THE
STRUCTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS FOR ALL SUCH
OCCURRENCES. ALL PENETRATIONS OF THE ROOF SHALL MEET THE
ROOFING, MANUFACTURERS RECOMMENDATIONS TO MAINTAIN INTEGRITY
OF ROOFING SYSTEMS.
7. WHERE ROOFING MEMBRANE IS SHOWN EXTENDING UP TO THE TOP OF THE
PARAPET, THE MEMBRANE IS TO WRAP UP, OVER AND DOWN THE WOOD
BLOCKING.
8. ALL TOPS OF PARAPET ARE TO BE PROVIDED WITH 1/2" PER FOOT MINIMUM
POSITIVE SLOPE TOWARDS THE ROOF FOR ADEQUATE DRAINAGE.
9. ALL PRE-MANUFACTURED MECHANICAL CURBS ARE TO BE MANUFACTURED
TO ACCOMMODATE ROOF SLOPE. THEY MUST BE OF ADEQUATE HEIGHT TO
ALLOW FOR THE DEPTH OF THE ROOF INSULATION, INCLUDING CRICKETS
AND HAVE 8" HEIGHT ABOVE THE ROOF MEMBRANE, SEE DETAIL SHEET
AE531
10. ROOF DRAINS ARE TO BE INSTALLED IN A TWO LEVEL DRAIN BASIN. THE
BASIN IS TO BE CONSTRUCTED USING LAYERS OF ROOFING INSULATION. SEE
DETAIL SHEET 531
11. FOR TYPICAL LADDER, SEE DETAIL SHEET AE531
12. FOR TYPICAL ROOF PENETRATIONS SEE DETAIL SHEET AE531
ROOF PLAN KEY
TRAFFIC PAD OVER ROOF MEMBRANE
DECK RIDGE OR VALLEY
6
A
5 4 3 2 1
B
C
D
E
1/4" / 12"
1/4" / 12"1/4" / 12"CRICKETVALLEY1/4" / 12"CRICKET2" / 12"2" / 12"VALLEY1/4" / 12"CRICKETB2
AE531
B3
AE531
B3
AE531
B2
AE531
B2
AE531
1/4" / 12"CRICKETV A L LE Y
VALLEY
B3
AE531
B3
AE531
B2
AE531
B3
AE531B2
AE531
B2
AE531
B3
AE531
5.95
5.95
5.95
5.95
5.95
5.95
5.95
5.95
5.95
5.95
5.95
5.95
5.95
AE531
A5
AE531
A5
EQEQEQEQ5.95
B5
AE531
C3
AE532
C3
AE532
A2
AE532
A4
AE532
1.01
1.01
1.01
1.01
7.697.69
7.697.69
38' - 4 3/8"
2' - 0"
2' - 0"5' - 7"5' - 7"57' - 5 1/4"B3
AE531
7.68
7.687.68
3' - 0"
5.58
B4
AE531
D5
AE531
LOW
HIGH
B1
AE531 LOW
B1
AE531
HIGH
LOW
7.68
D3
AE531
LOW
D3
AE531
LOW
D5
AE531
LOW
SIM.2" / 12"RIDGEVALLEYVALLEYVALLEY
VALLEY
D2
AE532 D2
AE532
D2
AE532 D2
AE532
A1
AE532
7.17
7.18
7.17
A1
AE532
23.06
23.06
23.06
23.03
23.03
23.03
1 1/2" / 12"1 1/2" / 12"
SANDERSASSOCIATES ARCHITECTS
2668 Grant Avenue
Ogden, Utah 84401
Phone: 801.621.7303
www.sandersarch.com
SAA
Sheet Number
Drawing Title
SAA Project No.
Consultant
Seal
RevisionProject Name#
No. Date Description
Issued
NOT FOR CONSTRUCTION54321
54321
A
B
C
D
A
B
C
D
AE121
ROOF PLAN
2020-19MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6301 N. TEN MILE ROADMERIDIAN, ID 83646SEE KEYED NOTES - MASTER LIST ON SHEET GI002 IF KEYNOTE MISSING
KEYED NOTES
1.01 LINE OF WALL BELOW
5.58 MECHANICAL EQUIPMENT SCREEN
5.95 PREFINISHED METAL COPING
7.17 METAL SCUPPER W/ DOWNSPOUT, REFER TO DETAILS
7.18 2'x2' WALK-OFF PAD OVER MEMBRANE ROOF BELOW DOWNSPOUT
TERMINATION
7.68 SINGLE PLY MEMBRANE ROOFING SYSTEM OVER TAPERED INSULATION
MINIMUM SLOPE AT CRICKETS: 1/8" ALONG VALLEY, 1/4" ACROSS CRICKET &
OVERFRAMED CRICKETING
7.69 METAL PANEL ROOFING ON ICE & WATER SHIELD
23.03 RTU CLEARANCE
23.06 RTU, REFER TO MECHANICAL
No. Date Description
3/16" = 1'-0"
ROOF PLAN
9 1/4"1' - 1 13/16"
1' - 0 1/2"3' - 7 5/8"1' - 0 1/2"
2' - 10 5/16"2' - 10 5/16"2' - 5 1/16"6 1/16"2"6"8"2' - 3 1/16"2"3' - 2 5/16"1"3' - 1 1/2"3 1/2"4' - 0"1' - 3 13/16"8"1' - 7 13/16"
3' - 7 5/8"
7 9/16"1' - 7 5/16"
TRAFFIC FLOW
DRIVE-UP ISLAND ATM,
BY DIEBOLD (BASED
ON DIEBOLD CS 7790)
EDGE OF
CONCRETE PAD
ISLAND OPENING
ATM SHROUD
BY OTHERS
4" STEEL
BOLLARDS,
4' - 0" HEIGHT 4" STEEL
BOLLARDS,
4' - 0" HEIGHT
6' - 6 5/8"
AE202
D3
SIM.
TYP.2"11 3/4"11 3/4"2"2"11 3/4"11 3/4"2"
2' - 3 1/2"10 1/2"2' - 3 1/2"4" DIA. STEEL
BOLLARDS,
3' - 0" HEIGHT
CONCRETE
CURB, REFER
TO CIVIL
STONE VENEER
(3/4" - 1 1/2")
PLY-SHEATHING
ALIGNS W/ COLUMNS AT
OTHER END OF CANOPY
STEEL COLUMN,
REFER TO
STRUCTURAL
4" STRUCTURAL
STUD FRAMING
1/4" CONCRETE
BACKER BD.
TRAFFIC FLOW
3' - 5 3/8"
EDGE OF
CONCRETE ISLAND2 5/8"10 3/4"9 1/4"1' - 10"10 3/4"8 5/8"
1 1/2"7 3/4"1 1/2"1 1/2"7 3/4"1 1/2"4"1' - 4"VAT MACHINE,
BY DIEBOLD
4" STEEL
BOLLARDS,
4' - 0" HEIGHT
4" STEEL
BOLLARDS,
4' - 0" HEIGHT
AE202
D3
SIM.
TYP.4' - 0"EDGE OF
CONCRETE ISLAND
8 7
F
G
EQEQ1/4" / 12"CRICKET1/4" / 12"CRICKET1/4" / 12"
CRICKET
AE531
A5
V A LLEY
VALLEYD1
AE202
D1
AE202
D1
AE202
D1
AE202
5.95
5.95
5.95
5.95 10' - 0"4' - 0"10' - 0"4' - 0"10' - 0"8 7
F
G
1' - 1 3/4"42' - 0"5' - 0"1' - 1 3/4"19' - 0"1' - 1 3/4"
AE181
D1
AE181
D23' - 10 1/4"2' - 3 1/2"39' - 8 1/2"2' - 3 1/2"3' - 10 1/2"15' - 1 1/2"2' - 3 1/2"
AE181
D4
3.083.08
3.083.08
3.083.08
AE202A1
AE202
A3
AE202 A5
AE202
B5
3' - 10 1/2"15' - 1 1/2"2' - 3 1/2"
AE181
B1
AE181
A1
AE181
D2
6' - 0"
23' - 3"6' - 0"
6' - 0" TYP.
AE202
D3
SIM.
TYP.48' - 1 3/4"21' - 3 1/2"
B3
AE202
B2
AE202
DRIVE-THRU
200
5
6
6COLUMNCOLUMNCOLUMNCOLUMN87
F
G
NOTE: ELEVATION IS
ABOVE BUIDLING
FINISH FLOOR
E 11' - 0" A.F.F.
7.42
8.09
8.09
7' - 0"14' - 0"14' - 0"7' - 0"4' - 3"10' - 6"4' - 3"
2' - 8 3/4"1' - 1 3/4"10 1/2"2"11 3/4"11 3/4"2"2' - 3 1/2"3"3' - 10 1/2"
1' - 0 1/4"9"
4" DIA. STEEL BOLLARD,
3' - 0" HEIGHT
CONCRETE CURB,
REFER TO CIVIL
STEEL COLUMN, REFER
TO STRUCTURAL
OVERFLOW ROOF
DRAIN, REFER TO
PLUMBING
PRIMARY ROOF
DRAIN, REFER TO
PLUMBING
LIQUID-APPLIED AIR
& WATER BARRIER
4" STRUCT. STUD
FRAMING
PLY-SHEATHING
1/4" CONCRETE
BACKER BOARD
LATICRETE MORTAR
STONE VENEER
2' - 8 3/4"1' - 1 3/4"10 1/2"2"11 3/4"11 3/4"2"3"2' - 3 1/2"3' - 10 1/2"
1' - 0 1/2"8 3/4"11 1/2"
STONE VENEER
LATICRETE MORTAR
1/4" CONCRETE
BACKER BOARD
VAT TUBES
PLY-SHEATHING
4" STRUCT. STUD
FRAMING
STEEL COLUMN, REFER
TO STRUCTURAL
LIQUID-APPLIED AIR
& WATER BARRIER
CONCRETE CURB,
REFER TO CIVIL
4" DIA. STEEL BOLLARD,
3' - 0" HEIGHT
SANDERSASSOCIATES ARCHITECTS
2668 Grant Avenue
Ogden, Utah 84401
Phone: 801.621.7303
www.sandersarch.com
SAA
Sheet Number
Drawing Title
SAA Project No.
Consultant
Seal
RevisionProject Name#
No. Date Description
Issued
NOT FOR CONSTRUCTION54321
54321
A
B
C
D
A
B
C
D
AE181
DRIVE-THRU PLAN,
REFLECTED CEILING
PLAN, ROOF PLAN, &
DETAILS
2020-19MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6301 N. TEN MILE ROADMERIDIAN, ID 83646No. Date Description
3/4" = 1'-0"
D1
ATM DETAIL
1 1/2" = 1'-0"
D4
PLAN DETAIL
1 1/2" = 1'-0"
D2
VAT DETAIL
3/16" = 1'-0"
A2
DRIVE-THRU ROOF PLAN
3/16" = 1'-0"
A5
MAIN LEVEL FLOOR PLAN
3/16" = 1'-0"
A4
DRIVE-THRU REFLECTED CEILING PLAN
SEE KEYED NOTES - MASTER LIST ON SHEET GI002 IF KEYNOTE MISSING
KEYED NOTES
3.08 CONCRETE SEALER ON CANOPY PAVING, REFER TO INTERIOR FINISH LEGEND
5.95 PREFINISHED METAL COPING
7.42 ALUMINUM SOFFIT PANELS
8.09 2' X 2' ACCESS DOOR
1 1/2" = 1'-0"
A1
PLAN DETAIL
1 1/2" = 1'-0"
B1
PLAN DETAIL
10 CARD PRINTING MACHINE PROVIDED BY OWNER
9 PRINTER PROVIDED BY OWNER
8 SHREDDER BIN PROVIDED BY OWNER
7 TELLER CASH RECYCLER PROVIDED BY OWNER
6 PNEUMATIC TELLER VAT SYSTEM PROVIDED AND INSTALLED BY DIEBOLD
5 DRIVE THRU ATM PROVIDED AND INSTALLED BY DIEBOLD
4 COIN CHANGER PROVIDED BY OWNER
3 NIGHT DEPOSIT & SAFE PROVIDED AND INSTALLED BY DIEBOLD
2 COPY MACHINE PROVIDED BY OWNER
1 IT RACK PROVIDED BY OWNER AND INSTALLED BY OWNER
MARK EQUIPMENT PROVIDED BY / INSTALLED BY
EQUIPMENT SCHEDULE #
MAIN LEVEL
100' -0"
AB
CDE
T.O. WALL
116' -10"
DECK BEARING
115' -4"
HIGH CLERESTORY DECK
BEARING
125' -6 3/4"
S-1
STN-1
STN-1
STN-1
STN-1
S-1
STN-1
S-1
2"
12"
2"
12"
SHADING
DEVICE, TYP.
W18
MC-1 MC-1
C5
AE521 A2
AE521
MS-1
POTENTIAL SIGNAGE LOCATION
MECHANICAL EQUIPMENT
SCREEN, REFER TO DETAILS
LIGHT FIXTURE,
REFER TO
ELECTRICAL, TYP.
T.O. WAINSCOT
102' -10"8' - 6"MAIN LEVEL
100' -0"
A B C D E
T.O. WALL
116' -10"
DECK BEARING
115' -4"
HIGH CLERESTORY DECK
BEARING
125' -6 3/4"
W18 W18 W18 W18
S-1
STN-1
STN-1
S-1
STN-1
2"
12"
2"
12"
SHADING
DEVICE, TYP.
MC-1
C5
AE521
A4
AE521
A4
AE521
A4
AE521
S-1
EP-1
POTENTIAL SIGNAGE LOCATION
A5
AE521
LIGHT FIXTURE,
REFER TO
ELECTRICAL, TYP.
T.O. WAINSCOT
102' -10"1' - 6"8' - 6"8' - 6"MAIN LEVEL
100' -0"
6 5
4 3
2 1
T.O. WALL
116' -10"
DECK BEARING
115' -4"
HIGH CLERESTORY DECK
BEARING
125' -6 3/4"
W4 W3 W2 W1 W17 W17
W15
S-1
STN-1
STN-1
STN-1
STN-1
MP-1
SHADING
DEVICE, TYP.
W14 W13 W12 W11
W19
MC-1
C5
AE521
C5
AE521
A4
AE521
A4
AE521
A4
AE521
S-1
MS-1
POTENTIAL SIGNAGE LOCATION
MECHANICAL EQUIPMENT
SCREEN, REFER TO DETAILS
C3
AE521
D4
AE521
TYP.
C4
AE511
C5
AE511
MC-1
D3
AE521 TYP.
LIGHT FIXTURE, REFER
TO ELECTRICAL, TYP.
T.O. WAINSCOT
102' -10"8' - 6"8' - 6"MAIN LEVEL
100' -0"
65
43
21
T.O. WALL
116' -10"
DECK BEARING
115' -4"
HIGH CLERESTORY DECK
BEARING
125' -6 3/4"
W6W5 W6 W7
W10W9W9W8
W20W17
W16
W18
S-1
STN-1
S-1
STN-1
STN-1 MP-1
SHADING
DEVICE, TYP.
MC-1
C5
AE521
C5
AE521 A4
AE521
A4
AE521
A4
AE521 2' - 0"ST-1
MS-1
POTENTIAL SIGNAGE LOCATION
MECHANICAL EQUIPMENT
SCREEN, REFER TO DETAILS
D4
AE521
TYP.
D4
AE511
D5
AE511
MC-1
STN-1
D3
AE521 TYP.
LIGHT FIXTURE, REFER
TO ELECTRICAL, TYP.
T.O. WAINSCOT
102' -10"
8" HIGH ADDRESS
SIGNAGE, REFER
TO SPEC.8' - 6"8' - 6"LIGHT FIXTURE, REFER
TO ELECTRICAL, TYP.
SANDERSASSOCIATES ARCHITECTS
2668 Grant Avenue
Ogden, Utah 84401
Phone: 801.621.7303
www.sandersarch.com
SAA
Sheet Number
Drawing Title
SAA Project No.
Consultant
Seal
RevisionProject Name#
No. Date Description
Issued
NOT FOR CONSTRUCTION54321
54321
A
B
C
D
A
B
C
D
AE201
EXTERIOR ELEVATIONS
2020-19MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6301 N. TEN MILE ROADMERIDIAN, ID 83646EXTERIOR MATERIAL SCHEDULE
MARK MANUF. PRODUCT COLOR / FINISH
EXTERIOR PAINT
EP-1 SHERWIN
WILLIAMS
EXTERIOR PAINT SW6990 CAVIAR 251-C2,
EGGSHELL
MASONRY
STN-1 DELTA STONE STONE VENEER WHITE MOUNTAIN
MECHANICAL SCREEN
MS-1 GEOLAM QUALITA 020C EBONY, END CAPS @ ALL EXPOSED
ENDS
METAL
MC-1 SEE SPEC. 076200 PRE-FINISHED METAL
COPING
SEE SPEC.
METAL PANEL
MP-1 ALPOLIC METAL PANEL SBR BRONZE
SIDING
S-1 FIBER CEMENT LAP
SIDING
CEDAR TEXTURE FINISH, PAINT
SW7026 GRIFFIN
ST-1 FIBER CEMENT LAP
SIDING TRIM
CEDAR TEXTURE FINISH, PAINT
SW7026 GRIFFIN
No. Date Description
3/16" = 1'-0"
B1
NORTH ELEVATION
3/16" = 1'-0"
B4
SOUTH ELEVATION
3/16" = 1'-0"
D3
WEST ELEVATION
3/16" = 1'-0"
A3
EAST ELEVATION
FG
S-1
MC-1
STN-1
D2
AE202
D2
AE202
OWNER PROVIDED
DRIVE-THRU SIGNAGE
87
MC-1
S-1
STN-1
F G
S-1
MC-1
STN-1D2
AE202
D2
AE202
8 7
S-1
MC-1
STN-1
D2
AE202
D2
AE202
4' - 0"
6"MIN.6"MIN.2' - 6"REFER TO PLAN2' - 0" MIN.PRE-MANUF. BOLLARD
WRAP, (BY OWNER)
JOINT FILLER
W/ SEALANT
CONCRETE
PAVINGCONCRETE
ISLAND, REINF.
W/ #4 @ 18"
O.C., B.W.
STEEL PIPE
BOLLARD (REFER
TO DETAIL FOR
SIZE), FILL W/
CONCRETE
12" DIA.
CONCRETE
FOOTING
REFER TO DETAIL
FG
B2
AE202
AE202
B1
AE202
D2
PREFINISHED METAL COPING MEMBRANE ROOFING
OVER TAPERED INSULATION
VAT TUBING, BY DIEBOLD
METAL SOFFIT
CONCRETE
ISLAND
VAT TUBING: GENERAL CONTRACTOR
TO PROVIDE & INSTALL CLEAN, FINE, &
WASHED FILL SAND, W/ NO MORE THAN
MAX. OF 1/8" AGGREGATE. SAND IS TO
BE FILLED 6" BELOW, 12" ABOVE & 18"
ON SIDES OF THE PNEUMATIC TUBES.
SAND IS TO BE HAND FILLED W/ LIBERAL
AMOUNTS OF WATER TO PROMOTE
LEVELING, SETTLING & ELIMINATE AIR
POCKETS & HAND TAMPED. (NO
MECHANICAL LOADERS OR TAMPING
COMPACTORS ARE TO BE ALLOWED)
(ASTM C144-11).
AE202
D3
8 7
B3
AE202
AE202
B1
T.O. WALL
SEE ELEVATION
DECK BEARING
SEE SECTIONS T.O. BEAM
SEE SECTIONS
7"
SOFFIT
SEE R.C.P.PLYWOOD SHEATHING
PREFINISHED METAL
SOFFIT PANELS
PREFINISHED METAL 'L' TRIM AT REVEAL,
(INSTALL SEALANT AT JOINTS)
WOOD NAILERS
STRUCTURAL CLIP,
REFER TO STRUCTURAL
LIQUID-APPLIED AIR
& WATER BARRIER
3 5/8" STRUCTURAL
STUDS
STEEL BEAM, REFER
TO STRUCTURAL
PLYWOOD SHEATHING
FIBER CEMENT LAP
SIDING, BLIND NAIL
STEEL DECK
MEMBRANE
ROOFING OVER
TAPERED INSULATION
PREFINISHED
METAL FLASHING
AE202
D1
PRE-FINISHED
METAL COPING
4 1/4"1/2"TREATED
PLYWOOD
FASTENER W/
NEOPRENE WASHER
@ 12" O.C.
ROOF MEMBRANE TO
EXTEND UP PARAPET
OVER TOP & FACE OF
SHEATHING
5/8" GYP. SHEATHING
STRUCTURAL STUDS,
REFER TO STRUCTURAL
ROOF MEMBRANE
STRIP OVER TOP &
FACE OF BLDG.
SEAL TO PARAPET
ROOF MEMBRANE
4 1/2"TREATED
WOOD SHIMS
WRAP CAP W/
MEMBRANE
LAG SCREW 32" O.C.
FIBER CEMENT LAP
SIDING, BLIND NAIL
PLYWOOD SHEATHING,
REFER TO STRUCTURAL
LIQUID-APPLIED AIR
& WATER BARRIER
T.O. WALL
REFER TO ELEVATIONS
3' - 0"1' - 6"1' - 6"8 3/4"6"1' - 0"PNEUMATIC
TUBES N.I.C.
12" CLEAN FILL SAND W/ NO MORE
THAN 1/8" AGGREGATE ABOVE
VAT TUBING: GENERAL CONTRACTOR
TO PROVIDE & INSTALL CLEAN, FINE, &
WASHED FILL SAND, W/ NO MORE THAN
MAX. OF 1/8" AGGREGATE. SAND IS TO
BE FILLED 6" BELOW, 12" ABOVE & 18"
ON SIDES OF THE PNEUMATIC TUBES.
SAND IS TO BE HAND FILLED W/ LIBERAL
AMOUNTS OF WATER TO PROMOTE
LEVELING, SETTLING & ELIMINATE AIR
POCKETS & HAND TAMPED. (NO
MECHANICAL LOADERS OR TAMPING
COMPACTORS ARE TO BE ALLOWED)
(ASTM C144-11).
4' - 1 1/4"
ASPHALT PAVING OVER
GRAVEL BASE, REFER TO CIVIL
MEMBRANE
FLASHING (3" LAP)
LIQUID APPLIED
AIR & WATER
BARRIER, CONT.
METAL FLASHING
W/ 6" MIN.
VERTICAL LEG,
SET IN SEALANT
LATICRETE
MORTAR
STONE VENEER
(3/4" TO 1 1/2")
1/4" CONCRETE
BACKER BOARD
LIQUID-APPLIED
AIR & WATER
BARRIER
FIBER CEMENT
LAP SIDING,
BLIND NAIL
SANDERSASSOCIATES ARCHITECTS
2668 Grant Avenue
Ogden, Utah 84401
Phone: 801.621.7303
www.sandersarch.com
SAA
Sheet Number
Drawing Title
SAA Project No.
Consultant
Seal
RevisionProject Name#
No. Date Description
Issued
NOT FOR CONSTRUCTION54321
54321
A
B
C
D
A
B
C
D
AE202
DRIVE-THRU
ELEVATIONS, SECTIONS,
& DETAILS
2020-19MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6301 N. TEN MILE ROADMERIDIAN, ID 83646No. Date Description
3/16" = 1'-0"
A5
DRIVE-THRU NORTH ELEVATION
3/16" = 1'-0"
A3
DRIVE-THRU EAST ELEVATION
3/16" = 1'-0"
A1
DRIVE-THRU SOUTH ELEVATION
3/16" = 1'-0"
B5
DRIVE-THRU WEST ELEVATION
EXTERIOR MATERIAL SCHEDULE
MARK MANUF. PRODUCT COLOR / FINISH
EXTERIOR PAINT
EP-1 SHERWIN
WILLIAMS
EXTERIOR PAINT SW6990 CAVIAR 251-C2,
EGGSHELL
MASONRY
STN-1 DELTA STONE STONE VENEER WHITE MOUNTAIN
MECHANICAL SCREEN
MS-1 GEOLAM QUALITA 020C EBONY, END CAPS @ ALL EXPOSED
ENDS
METAL
MC-1 SEE SPEC. 076200 PRE-FINISHED METAL
COPING
SEE SPEC.
METAL PANEL
MP-1 ALPOLIC METAL PANEL SBR BRONZE
SIDING
S-1 FIBER CEMENT LAP
SIDING
CEDAR TEXTURE FINISH, PAINT
SW7026 GRIFFIN
ST-1 FIBER CEMENT LAP
SIDING TRIM
CEDAR TEXTURE FINISH, PAINT
SW7026 GRIFFIN
1/2" = 1'-0"
D3
ISLAND & BOLLARD DETAIL
3/16" = 1'-0"
B3
DRIVE-THRU SECTION
3/16" = 1'-0"
B2
DRIVE-THRU SECTION
1 1/2" = 1'-0"
B1
CANOPY DETAIL
3" = 1'-0"
D1
PARAPET DETAIL
3/4" = 1'-0"
D4
TRENCH DETAIL
3" = 1'-0"
D2
WALL DETAIL
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
A
B
C
D
A
B
C
D
Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION????MERIDIAN, ID 836461
C1.1
SITE
PLAN
3-23-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
A
B
C
D
A
B
C
D
Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION????MERIDIAN, ID 836461
L1.1
LANDSCAPE
PLAN JLA -16905AREDMAN
S
CI
LLSTA T E O F IDA
H
OLICENSEDL
ANDSC A P E A RCHITECT**
03/23/2021