HomeMy WebLinkAboutREVIEW RESPONSE 03-09-23 - 22-00795 - Madison Station Apartments - Bldg 1Author Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Madison Station Apartments - Bldg 1
Address : 577 Trejo St - 1101-1312
Application Type :
Document Filename : 03-09-23 City Review Response.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G1.1 Free Text Cody Jones : Building Open 3 Will need stamped truss plans with building design
professionals approval.
S1.0 Free Text Cody Jones : Building Open 14 Need additional structural pages.
# 22-00795
New Multi-Family Residence
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 03.23.2023
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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SEE REVISED G1.1 FOR CORRECTION
SEE REVISED G1.1 SEE S1.0 DEFERRED
SUBMITTAL NOTE & G1.1 FOR ADDED
DEFERRED SUBMITTAL NOTE.
SEE REVISED A5.1 FOR SELF CLOSING
HARDWARE NOTE ADDED TO
SCHEDULE
SEE REVISED A5.1 FOR ADDED DETAIL
SEE REVISED SHEETS A1.1, 1.2 & 1.3
SEE REVISED SHEETS G1.0, A1.1, 1.2
& 1.3
SD1.1 REVISED TO SHOW
COMPLIANCE
D/SD2.1, 2% MAX CROSS SLOPE ADDED
A3.1, WALL INSULATION CORRECTED
A3.1, ROOF INSULATION CORRECTED
A3.1, STC RATING CLARIFIED
PRESCRIPTIVE CITY FORM UPLOADED
SEE ATTACHED FOR NOTE ADDED TO
DETAIL 2/A3.1
SEE ATTACHED FOR NOTE ADDED TO DETAIL 3/A3.1
GA DESCRIPTION PROVIDED, SEE REVISED A3.3
REVISED SHEET A6.1, NOTE PROVIDED
CORRECTION MADE, SEE REVISED S1.0
SEE S1.1 FOR SPECIAL INSPECTOR
NOTE, AND G1.0 FOR ADDED NOTE
UNDER DEFERRED SUBMITTAL
- SPECIAL INSPECTOR WILL BE
EAGLEROCK ENGINEERING -
AREA MAP
PROJECT
SITE
DRAWING INDEX
GENERAL NOTES
1. all dimensions are from face of stud. (u.n.o)
2. SITE CONCRETE FLATWORK THAT ABUTS FOUNDATION SHALL
UTILIZE 1/2" EXPANSION MATERIAL WITH CONTINUOUS SEALING
ON TOP.
3. HORIZONTAL GYPSUM SHALL BE INSTALLED
PERPENDICULAR TO CEILING FRAMING PER IBC 2508.5.2.
4. ELECTRICAL BOXES IN RATED ASSEMBLIES SHALL BE STEEL
OR HAVE A LISTED FIRE-RATING EQUIVALENT TO THE
ASSEMBLY. ANNULAR SPACE BETWEEN THE MEMBRANE
AND THE BOX SHALL NOT EXCEED 1/8" PER IBC 714.3.2.
5. RECESSED LUMINAIRES INSTALLED WITHIN THE BUILDING
ENVELOPE SHALL COMPLY WITH IECC R402.4.5. FIXTURES
SHALL BE IC-RATED AND SEALED AIR TIGHT.
6. WALL TILE IN SHOWER/TUB ENCLOSURES SHALL BE
INSTALLED PER IBC 2509.2, WITH THE USE OF GLASS-MAT
GYPSUM PANELS, ASTM C1178, FIBER-CEMENT BACKER
BOARD, ASTM C1288, OR FIBER-MAT REINFORCED
CEMENTITIOUS BACKER BOARD, ASTM C1325.
7. UPPER LEVEL OPERABLE WINDOWS WITH SILLS WITHIN 36" OF
THE FLOOR SHALL COMPLY WITH ASTM F2090 & IBC
SECTION 1030.2 (OPENING CONTROL DEVICE)
8. all bedroom windows shall comply with ibc 1030.
9. all ventilation shall be installed per ibc 1203.
10. all walls, partitions, and floor-ceiling assemblies
separating units shall have a sound transmission
class of at least 50.
11. site grading shall meet requirements of ibc 1804.
12. damp proofing shall comply with ibc 1805.
13. fire blocking:
A. provide fire blocking at floor and ceiling
levels.
B. provide fire blocking horizontally at intervals
not to exceed 10-feet.
CODE REVIEW
APPLICABLE BUILDING CODES:
2018 IBC, IMC, IECC, NEC
OCCUPANCY:
R-2
CONSTRUCTION TYPE:
V-B
FIRE SPRINKLER:
YES, 13-R
fire extinguishers
• f.e.:
1. 1a;10b;c
2. fire extiguisher
• f.e.c.:
1. 4a;60b'c
2. surface mounted fire extiguisher
cabinet.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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:
Dr
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MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel: (208) 233-0501
Fax: (208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
OF
3/7/2023 3:47:08 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtG1.1
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OCT, 2022
EUP
BAM
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REXBURG IDAHO
MADISON STATION APTS.
GENERAL
SITE DESIGN
CIVIL
ARCHITECTURAL
G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
G1.3 MAIN FLOOR CODE REVIEW
G1.4 2ND FLOOR CODE REVIEW
G1.5 3RD FLOOR CODE REVIEW
---- COVER
G-1 NOTES
C-1 EXISTING CONDITIONS & DEMOLITION PLAN
C-2 OVERALL SITE PLAN
C-3 GRADING & STORM PLAN
C-4 STORM AREA TABLES
PP-1 ALIGNMENT D, G, & E
PP-2 ALIGNMENT F
PP-3 ALIGNMENT C & H
PP-4 ALIGNMENT A
PP-5 ALIGNMENT B, I, & J
PP-6 ALIGNMENT K
SWPPP STORM WATER POLLUTION PREVENTION
PLAN
D-1 DETAILS
D-2 DETAILS
SD1.1 ARCHITECTURAL SITE PLAN
SD2.1 ARCHITECTURAL SITE DETAILS
A1.1 MAIN FLOOR PLAN
A1.2 2ND FLOOR PLAN
A1.3 3RD FLOOR PLAN
A1.4 ROOF PLAN
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS
A3.2 STAIR SECTIONS
A3.3 WALL TYPES
A4.1 MILWORK DETAILS - TYPE "1" UNIT
A4.2 MILWORK DETAILS - TYPE "2" UNIT
A4.3 MILWORK DETAILS - TYPE "3" UNIT
A5.1 DOOR SCHEDULE
PLUMBING
MECHANICAL
ELECTRICAL
STRUCTURAL
A5.2 WINDOW SCHEDULE
A6.1 LARGE SCALE PLAN - TYP. TYPE 1 UNIT
A6.2 LARGE SCALE PLAN - TYP. TYPE 2 UNIT
A6.3 LARGE SCALE PLAN - TYP. TYPE 3 UNIT
S1.0 GENERAL STRUCTURAL NOTES
S1.1 SPECIAL INSPECTIONS
S1.2 TYPICAL DETAILS
S1.3 TYPICAL DETAILS
S1.4 PLAN SCHEDULES
S2.0 FOUNDATION PLAN
S2.1 SECOND FLOOR FRAMING PLAN
S2.2 THIRD FLOOR FRAMING PLAN
S2.3 ROOF FRAMING PLAN
S3.0 FOUNDATION DETAILS
S4.0 FLOOR FRAMING DETAILS
S4.1 FLOOR FRAMING DETAILS
S5.0 ROOF FRAMING DETAILS
P1.0 FOUNDATION PLUMBING PLAN
P1.1 LEVEL 1 PLUMBING FLOOR PLAN
P1.2 LEVEL 2 PLUMBING FLOOR PLAN
P1.3 LEVEL 3 PLUMBING FLOOR PLAN
P2.1 LARGE SCALE TYP. APT. PLUMBING PLANS
P3.0 PLUMBING DETAILS & SCHEDULES
M1.1 LEVEL 1 MECHANICAL FLOOR PLAN
M1.2 LEVEL 2 MECHANICAL FLOOR PLAN
M1.3 LEVEL 3 MECHANICAL FLOOR PLAN
M2.1 LARGE SCALE TYP. APT. MECH. PLANS
M3.0 MECHANICAL DETAILS & SCHEDULES
E0.0 ELECTRICAL SYMBOLS & DETAILS
E1.1 1ST FLOOR ELECTRICAL PLANS
E1.2 2ND FLOOR ELECTRICAL PLANS
E1.3 3RD FLOOR ELECTRICAL PLANS
E2.0 TYPICAL UNIT PLANS
E3.0 POWER RISER DIAGRAM & SCHEDULES
ARCHITECTURAL CONT.
2A10BC 2
DEFERRED SUBMITTALS
ENGINEERED TRUSS SHOP DRAWINGS TO
BE SUBMITTED TO CITY UPON RECEIPT
FROM TRUSS MANUFACTURER ENGINEER.
SPECIAL INSPECTOR FOR CITY APPROVAL 2
2
2 3/9/23 RESPONSE TO CITY
WINDOW TYPE 'B' FIRE SUPPRESSION WINDOW WASH
BASIS OF DESIGN:
2
Will need stamped truss plans with building design professionals approval.
ACCESSIBLE PARKING STALLS
2018 IBC 1106.1, 2% x 600 =
12 ACCESSIBLE STALLS REQUIRED,
W/ (2) BEING VAN ACCESSIBLE
ACTUAL VAN ACCESSIBLE STALLS: 16
16 > 12, PASS
3
3 3/9/23 RESPONSE TO CITY
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Consultants:
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
NOTE: CROSS SLOPE OF SIDEWALKS
NOT TO EXCEED 2%2
2 3/9/23 RESPONSE TO CITY
W
D
DW
WD
DW
UP
W D
DW
WD
DW
W
D
DW
W D
DW
W
D
DW
W D
DW
UP
WD
DW
W D
DW
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DW
WD
DW
A6.1
1
A6.3
1
1
A3.1
A6.2
1
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
14
'
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1
1
"
9'
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"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
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4'
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2
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4'
-
2
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9
1
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4
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7'
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5
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5'
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1
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1
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2
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7'
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5
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16
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-
6
1
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11
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-
8
"
38
'
-
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
96
'
-
0
"
60'-0"14'-0"60'-0"
W1
W1
W3
W3
W3
W3
W3
UNIT type 3
UNIT 101
1
A3.2
1
A3.2
UNIT type 2
UNIT 103
UNIT type 1
UNIT 105
W1
W1
W1
W1
W2
W2
W2 W2
W2
W2
W2
W1
W1
W1
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
14
'
-
1
1
"
9'
-
1
"
9'
-
1
"
14
'
-
1
1
"
19
'
-
1
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
W1
W1
W3
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2W2
W2
W2
W2
W1
W1
W1
134'-0"
134'-0"
96
'
-
0
"
F1
F2
W2
W2W2
W2
F.E.C.F.E.C.
fire
riser
IT/
comm
riser
0"
/
1
2
"
1/
1
6
"
/
1
2
"
1:
2
0
s
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1:
2
0
s
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e
1
A2.2
60'-0"14'-0"60'-0"
W2
W2 W2
W2
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
UNIT type 1
UNIT 102
UNIT type 2
UNIT 104
UNIT type 3
UNIT 106
UNIT type 3
UNIT 112
UNIT type 2
UNIT 110
UNIT type 1
UNIT 108
UNIT type 1
UNIT 111
UNIT type 2
UNIT 109
UNIT type 3
UNIT 107
1
1
1
1
A
A
A
A
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B
BB
AA
A
A
A
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A A
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STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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Dr
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OF
3/9/2023 3:14:30 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.1
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16
SCALE:3/16" = 1'-0"
F.F. 1ST FLOOR
PLAN NORTH
1 2/13/23 OWNER CHANGES
W2W1
W2W1
W2W1
W2W2W1
2
2
2
CONTRACTOR'S OPTION,
WINDOWS TO BE FIRE
RATED OR HAVE
APPROVED FIRE
SPRINKLER WASH
SYSTEM
2
CONTRACTOR'S OPTION,
WINDOWS TO BE FIRE
RATED OR HAVE
APPROVED FIRE
SPRINKLER WASH
SYSTEM
2
2 3/9/23 RESPONSE TO CITY
DN UP
W
D
DW
WD
DW
W D
DW
W
D
DW
WD
DW
W D
DW
DNUP
W
D
DW
W D
DW
WD
DW
W
D
DW
W D
DW
WD
DW
1
A3.1
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
38
'
-
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
96
'
-
0
"
14'-0"60'-0"
1
A3.2
60'-0"14'-0"
1
A3.2
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2
W2 W2
W2
W2
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
96
'
-
0
"
60'-0"
60'-0"
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2
W2W2
W2
W2
fire riser
roof below
9" / 12"
1'-0"
wall below
6'
-
2
"
134'-0"
134'-0"
F.E.C.F.E.C.
W2
W2
W3W3
W2
W2
1
A2.2
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
UNIT type 3
UNIT 201
UNIT type 2
UNIT 203
UNIT type 1
UNIT 205
UNIT type 1
UNIT 202
UNIT type 2
UNIT 204
UNIT type 3
UNIT 206
UNIT type 3
UNIT 212
UNIT type 2
UNIT 210
UNIT type 1
UNIT 208
UNIT type 1
UNIT 211
UNIT type 2
UNIT 209
UNIT type 3
UNIT 207
1
1
1
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A A
B B
A A
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STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
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i
n
g
T
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e
:
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.2
2N
D
F
L
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P
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870
MA
D
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S
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N
S
T
A
T
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N
A
P
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S
.
OCT, 2022
EUP
BAM
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X
B
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ID
A
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B
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,
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16
SCALE:3/16" = 1'-0"
F.F. 2ND FLOOR
PLAN NORTH
1 2/13/23 OWNER CHANGES
W1 W2W1
W2W1
W2W1
2
2
2
CONTRACTOR'S OPTION,
WINDOWS TO BE FIRE
RATED OR HAVE
APPROVED FIRE
SPRINKLER WASH
SYSTEM
2
CONTRACTOR'S OPTION,
WINDOWS TO BE FIRE
RATED OR HAVE
APPROVED FIRE
SPRINKLER WASH
SYSTEM
2
2 3/9/23 RESPONSE TO CITY
W
D
DW
WD
DW
W D
DW
W
D
DW
WD
DW
W D
DW
W
D
DW
W D
DW
WD
DW
W
D
DW
W D
DW
WD
DW
1
A3.1
96
'
-
0
"
4'
-
2
"
38
'
-
0
"
11
'
-
8
"
38
'
-
0
"
4'
-
2
"
1
A3.2
2
A3.1
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
1
A3.2
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2 W2
W2
W2
96
'
-
0
"
4'-0"8'-7"23'-3"17'-7"6'-7"
4'
-
2
"
19
'
-
1
0
"
24
'
-
0
"
24
'
-
0
"
19
'
-
1
0
"
4'
-
2
"
4'-0"8'-7"23'-3"17'-7"6'-7"
W1
W1
W3
W3
W3
W3
W1
W1
W1
W1
W2
W2
W2
W2W2
W2
W2
6'
-
2
"
134'-0"
134'-0"
F.E.C.F.E.C.
W2 W2
W3 W3
1
A2.2
60'-0"14'-0"60'-0"
60'-0"14'-0"60'-0"
W2W2
W2
W2
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
8" furr-out for gas
piping. length of furr-
out to be determined
by gas meter size.
UNIT type 3
UNIT 301
UNIT type 2
UNIT 303
UNIT type 1
UNIT 305
UNIT type 1
UNIT 302
UNIT type 2
UNIT 304
UNIT type 3
UNIT 306
UNIT type 3
UNIT 312
UNIT type 2
UNIT 310
UNIT type 1
UNIT 308
UNIT type 1
UNIT 311
UNIT type 2
UNIT 309
UNIT type 3
UNIT 307
1
1
1
1
A A
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BB
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A A
B B
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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3/9/2023 3:14:32 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA1.3
3R
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16
SCALE:3/16" = 1'-0"
F.F. 3RD FLOOR
PLAN NORTH
1 2/13/23 OWNER CHANGES
2
2
W2W1
W2W1
W2W1 W2W1
CONTRACTOR'S OPTION,
WINDOWS TO BE FIRE
RATED OR HAVE
APPROVED FIRE
SPRINKLER WASH
SYSTEM
2
CONTRACTOR'S OPTION,
WINDOWS TO BE FIRE
RATED OR HAVE
APPROVED FIRE
SPRINKLER WASH
SYSTEM
2
2 3/9/23 RESPONSE TO CITY
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
elev29'-7 1/2"
ROOF
14
22
811
12
34
5 7
8
6
12
16
21
11
14
14
1
1013
15
22
8 11
1 2
3 4
57
8
6
12
16
21
11
1
10 13
18
23 23
15
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
elev-4'-0"
T.O.FOOTING
elev29'-7 1/2"
ROOF
1
A3.1
1221112
3344
5566 7
8888
6
9
10
11
12
13
15
8
16
18
19
20
21
2
34
5 6
10
11
13
8
21
7
9
11
12
15
8
16
19
20
21
9
11 8
21
3 4
5 6
11 111111
9'
-
1
1
/
2
"
10
'
-
3
"
10
'
-
3
"
9
17
17
212121
9
9
21
17
17
17
17
17
17
17
23 23
10 131013 1010
A2.1
A
18
1
A2.2
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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c
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:
Dr
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3/7/2023 3:46:53 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA3.1
BU
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OCT, 2022
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16SCALE:3/16" = 1'-0"
Section b
SCALE:3/16" = 1'-0"
Section A
KEY NOTES
1 FOOTING AND FOUNDATION AS PER STRUCTURAL DRAWINGS
2 COMPACTED ENGINEERED FILL
3 6" FREE DRAINING GRAVEL
4 VAPOR BARRIER
5 4" CONCRETE SLAB - SEE STRUCTURE
6 TREATED 2X PLATE W/ ANCHOR BOLTS - SEE STRUCTURAL
DRAWINGS
7 BITUMINOUS DAMPPROOFING
8 (2) LAYERS 5/8" TYPE 'x' GYP. BD. ON CHANNELS (1 HOUR RATED
CEILING)
9 3" CONCRETE ON FLOOR STRUCTURE, SEE STRUCTRAL DRAWINGS
10 2 LAYERS 5/8" TYPE 'X' GYP. BD. CEILING (1 HOUR RATED)
11 SOUND BATT INSULATION - FLOORS. fill cavity
12 EXTERIOR WALL BATT INSULATION. r-21
13 FOIL SCRIM KRAFT (FSK) BATT INSULATION ABOVE SUSPENDED
GYP. CEILING SYSTEMS IN ATTIC SPACE. r-50
14 sound batt insulation - walls. Fill cavity
15 ARCHITECTURAL ASPHALT SHINGLES ON ICE & WATER SHEILD ON
30# BUILDING FELT THROUGHOUT.
16 5/8" TYPE 'X' GYP. BD. (INSIDE ONLY)
17 5/8" TYPE 'X' GYP. BD. (1 LAYER EA. SIDE OF WALL) 1 HOUR FIRE
RATED
18 ATTIC DRAFT STOP - (1) LAYER 5/8" TYPE 'X' GYP. BD. ON (1)
SIDE OF ROOF TRUSS TAPE ALL JOINTS AND SEAL ALL
PENETRATIONS
19 AIR INFILTRATION BARRIER - TYVEK COMMERCIAL WRAP "d" OR
EQUAL, ALL JOINTS AND PENETRATIONS TO BE TAPED AND
SEALED, TYPICAL, ALL EXTERIOR WALLS
20 SHEATHING
21 1" GYP. CRETE ON 1/4" SOUND REDUCTION BD. (1 1/4" GYP. CRETE
IF SOUND BD. IS DELETED) ON FLOOR SEATHING
22 11 7/8" TJI FLOOR JOIST - SEE STRUCTURAL DRAWINGS
23 2" r-10 rigid insulation
MINIMUM INSULATION VALUES
• EXTERIOR WALL R21
• ROOF R38
• FOUNDATION WALL R20
• SOUND INSULATED FLOOR R11
CONTRACTOR'S OPTION,
WINDOWS TO BE FIRE
RATED OR HAVE
APPROVED FIRE
SPRINKLER WASH
SYSTEM
R22
R49
AS REQ'D
FOR STC
RATING OF
50 MIN
2
2 3/9/23 RESPONSE TO CITY
elev0"
F.F. 1ST FLOOR
elev10'-3"
F.F. 2ND FLOOR
elev20'-6"
F.F. 3RD FLOOR
A3.2
2
A3.2
3
STEEL STRUCTURE -
SEE STRUCTURAL
CONC. LANDING
OVER STEEL
DECK -SEE
STRUCT.
4" x 4" x 1/4"
STEEL ANGLE
WELD TO
BEAM AND
STRINGER
1 x 2" x 1/4" x REQ'D
LENGTH WELD TO PLATE
STAIR STRINGER
SEE STRUCT.
1" WIDE VISUAL
MARKING
STRIPE
TREAD: PRECAST
CONC. BOLT TO
ANGLE 5/8" BOLTS
CAST INTO TREAD
(2) EA. END
3/16" PLATE RISER
WELDED TO
STRINGER EA. END
STEEL BEAM
SEE STRUCT.
STEEL ANGLE BRACKET
1 1/2" x 1 1/2" x 3/16"
WELD AT STRINGER
1" SQUARE TUBE
STEEL WELDED
TO RAILS 1 1/2" SQUARE
TUBE STEEL
TOP RAILS
3" SQUARE TUBE
STEEL RISER
WELDED TO
STRINGER
1 1/2" 0 O.D.
TUBE STEEL
HAND RAIL
A
A
STAIR STRINGER
SEE STRUCT.STAIR STRINGER
SEE STRUCT.
1 1/2" SQUARE
TUBE STEEL
TOP RAIL
1 1/2" 0 O.D.
TUBE STEEL
HAND RAIL
1 1/2" SQUARE
TUBE STEEL
BOTTOM RAIL
• ALL WELDS TO BE GROUND SMOOTH
• ALL STEEL RAILING COMPONENTS TO BE
POWDER COATED
• COMPONENTS SHALL BE ASSEMBLED
SO AS A 4" 0 CYLINDER CANNOT PASS
THROUGH GAP
3" SQUARE
TUBE STEEL
RISER WELDED
TO STRINGER
NOTCH RISER AT STRINGER
GRIND WELDS SMOOTH
ELEVATION SECTION A
TREAD:
PRECAST CONC.
BOLT TO ANGLE 5/8"
BOLTS CAST INTO
TREAD (2) EA. END TREAD:
PRECAST CONC.
BOLT TO ANGLE 5/8"
BOLTS CAST INTO
TREAD (2) EA. END
CLCL
CL
CL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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)
3
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1
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.
C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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e
c
t
:
Dr
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T
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:
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA3.2
ST
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870
MA
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.
OCT, 2022
EUP
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16
SCALE:1/2" = 1'-0"A3.2
1STAIR SECTION
SCALE:1 1/2" = 1'-0"A3.2
2STAIR DETAIL
SCALE:3/4" = 1'-0"A3.2
3STAIR DETAIL
RISE HEIGHT: 4-7"
MIN. TREAD DEPTH: 11"2
34 - 36"
A.F.F.
42" A.F.F.
2
2 3/9/23 RESPONSE TO CITY
plywood
sheathing -see
structural
5/8" TYPE 'X' GYP.
BD.
2x6 STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
r-21 batt
insulation
5/8" TYPE 'X' GYP.
BD. OR FIBERGLASS
REINFORCED GYP.
BD. WHERE EXPOSED
TO WEATHER.
siding per
owner's
selection
vapor barrier
5/8" TYPE 'X'
GYP. BOARD
SOUND ATTENUATION
BAtt INSULATION
5/8" TYPE 'X'
GYP. BOARD
DOUBLE 2x4 STUD
WALL @ 16" O.C.
STAGGER STUD
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
SOUND ATTENUATION
plywood
sheathing -see
structural
5/8" TYPE 'X' GYP.
BD.
2x6 STUD WALL @
16" O.C.
r-21 batt
insulation
siding per
owner's
selection
vapor barrier
5/8" GYP. BD. EA.
SIDE
2x4 STUD WALL
@ 16" O.C.
5/8" GYP. BD. EA.
SIDE
2x4 STUD WALL @
16" O.C.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA3.3
WA
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870
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OCT, 2022
JRN
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wall type 1wall type 2wall type 3wall type 4wall type 5
2
2 3/9/23 RESPONSE TO CITY
2 panel PATIO
SE
E
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SEE SCHEDULE
12
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A B
SEE SCHEDULE
SE
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2"
VA
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3"
HOLLOW
METAL
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BA
WOOD
FRAME
3"
4 3/4"
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
HEADER SEE
STRUCT.
WOOD STUD WALL,
SEE WALL TYPE
2 4
2 4
HARDWOOD FRAME
3"
4
3
/
4
"
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
DOUBLE STUD
2
4
2
4
WOOD STUD WALL,
SEE WALL TYPE
HARDWOOD
FRAME
9"
2 6
HOLLOW METAL
FRAME
INSULATED
CONTINUOUS
CAULK BOTH
SIDES
HEADER
SEE STRUCT.
INSULATE
2X6 STUD WALLSEE WALL TYPES
FOR WALL
CONSTRUCTION AT
DOOR LOCATION
CONTINUOUS CAULK
BOTH SIDESHOLLOW METAL
FRAME INSULATED
2
6
2
6
FRAME ANCHOR
INSULATE
2X6 STUD wall
SEE WALL TYPES FOR
WALL CONSTRUCTION AT
DOOR LOCATION
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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:
Dr
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S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA5.1
DO
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.
OCT, 2022
JRN
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DOOR SCHEDULE
MA
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DOOR FRAME DETAILS
UL
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REMARKS
SIZE
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A1 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
A2 ●A 2'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A3 ●A 2'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A4 ●A 5'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A5 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A6 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A7 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
A8 ●B 6'-0" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
A9 ●A 2'-6" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
A10 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B1 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
B2 ●A 2'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B3 ●A 3'-0" 6'-8" 1 3/4" WOOD PAINT - - 1/A5.1 2/A5.1 BARN DOOR HARDWARE
B4 ●A 4'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B5 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B6 ●B 6'-0" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
B7 ●A 2'-6" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
B8 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B9 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
B10 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C1 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED
C2 ●A 2'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C3 ●A 4'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C4 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C5 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C6 ●A 4'-0" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C7 ●B 5'-0" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
C8 ●A 2'-6" 6'-8" 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED
C9 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C10 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
C11 ●A 2'-10" 6'-8" 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1
F1 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 30
F2 ●A 3'-0" 6'-8" 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 30
SCALE:n.t.s.
DOOR TYPES
SCALE:n.t.s.
TYP. FRAME PROFILE
SCALE:N.T.S.A5.1
1HEADER - 2x4
SCALE: N.T.S.A5.1
2JAMB - 2x4
SCALE: N.T.S.A5.1
3HEADER - 2X6
SCALE: N.T.S.A5.1
4JAMB - 2X6
NOTE:FOR DOOR CHANGES IN TYPE 'A' UNITS, SEE ENLARGED FLOOR PLANS ON SHEETS A6.1-A6.3.
, SELF CLOSING
, SELF CLOSING
, SELF CLOSING
, SELF CLOSING
, SELF CLOSING
, SELF CLOSING
SELF CLOSING
SELF CLOSING
NOTE:
ALL RATED DOORS TO BE SELF
CLOSING.
SEE DETAIL 5/A5.1 FOR TYPICAL
EXTERIOR DETAILS
ALL GLAZING IN DOORS TO BE
TEMPERED
2
2
2
2
2
SCALE: N.T.S.A5.1
4JAMB - 2X6
TYPICAL EXTERIOR THRESHOLD 5
2
2 3/9/23 RESPONSE TO CITY
A B
SEE SCHEDULE
SE
E
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SEE SCHEDULE
SE
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WINDOW NOTES
• GLAZING FOR TYPE 1 TO BE 1" INSULATED LOW "E" ON ALL
SIDEs
• GLAZING TO BE CLEAR
2 6
2 6
SHEATHING W/ BLDG. WRAP
2x6 STUD WALL
INSULATED
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
DRIP
FLASHING
SHIM AS NEEDED
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
SEE WINDOW
SCHED. FOR
WINDOW TYPE
SIDING PER
OWNER'S
SELECTION
VINYL 'J' TRIM
5/8" TYPE 'X' GYP.
BD. WHERE
OCCURS. SEE WALL
TYPES
R 1 /2 "
2
6
2
6
CONTINUOUS
CAULK EA.
SIDE. TYP.
1/2" SHEATHING
2x6 STUD WALL
INSULATED
AIR
INFILTRATION
BARRIER
WOOD SILL
PAINTED 5/8" TYPE 'X' GYP. BD.
TEXTURE AND PAINT
SEE WINDOW
SCHED. FOR
WINDOW TYPES
5/8" TYPE 'X'
GYP. BD.
WHERE OCCURS
6
2 6
1/2" SHEATHING
2x6 STUD WALL
INSULATED
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
2
SHIM AS NEEDED
SEE WINDOW SCHED.
FOR WINDOW TYPE
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
5/8" TYPE 'X'
GYP BD. WHERE
OCCURS
AIR INFILTRATION
BARRIER
3/4" WOOD SILL
PAINTED
3/4"x3 1/2" WOOD TRIM
PAINTED
SIDING PER
OWNER'S
SELECTION
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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e
c
t
:
Dr
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i
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g
T
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:
®
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3/9/2023 2:45:27 PM
S:\Drawings\870-Sweetwater Apartment -
Madison Station\BIM CD\SWEETWATER
APARTMENT-October Redlines.rvtA5.2
WI
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870
MA
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.
OCT, 2022
eup
BAM
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16
WINDOW SCHEDULE
MARK
SIZE FRAME
REMARKSWIDTH HEIGHT MAT. FIN. OPER GLAZ'G BLINDS
A 6'-0" 5'-0" VINYL FACTORY SLIDING 1 Yes
B 6'-0" 5'-0" VINYL FACTORY FIXED 1 Yes
SCALE:1/2" = 1'-0"
WINDOW TYPES
SCALE: N.T.S.A5.2
4WINDOW HEADER
SCALE: N.T.S.A5.2
5WINDOW JAMB
SCALE: N.T.S.A5.2
6WINDOW SILL
GLAZING WITHIN 24" OF DOOR
SHALL BE TEMPERED 2
2 3/9/23 RESPONSE TO CITY
CONTRACTOR'S OPTION;
WINDOW B TO BE PROTECTED BY FIRE
SUPPRESSION WINDOW WASH OR 20 MIN.
UL RATED
2
CAST IN PLACE
CENTERLINE
CENTERLINE OF BEAM
CENTERLINE OF COLUMN
CENTERLINE OF WALL
CLEAR
CONCRETE
CONCRETE CONTROL JOINT
CONCRETE SAWCUT JOINT
CONCRETE MASONRY UNIT
CONNECTION
CONTINUOUS
DEAD LOAD
DOWN
DRAWING(S)
EQUAL
EQUIPMENT
EXPANSION JOINT
EACH WAY
FINISHED FLOOR
FACE OF STEEL
FACE OF WALL
GAUGE
GALVANIZED
GENERAL STRUCTURAL NOTES
CENTERLINE OF FOOTING
FACE OF MEMBER
EXPANSION BOLT
EDGE OF SLAB
DIAMETER
GALV.
GSN
DN.
DWG(S)
EQ.
EQUIP.
EXP. JT (E.J.)
E.W.
F.F.
F.O.S.
F.O.W.
GA.
F.O.M.
EXP. BOLT
E.O.S.
o OR DIA.
C.I.P.
C.L.
C.L.B.
C.L.C.
C.L.W.
CLR
CONC
C.C.J.
C.S.J.
C.M.U.
CONN.
CONT.
D.L.
C.L.F.
W/ WITH
W/O WITHOUT
T.O.P.
U.N.O.
W.W.F.
TYP.
VERT
T.O.S.
T.O.W.
T.O.D.
T.O.F.
T.O.L.
T.O.M.
STD
T.O.B.
T.L.
SLH
SLV
SIM.
SQ.
PSF
PSI
REINF.
PREFAB
OPP.
P.C.
PLF
N.T.S.
O.C.
O.F.W.
TOP OF FOOTING
UNLESS NOTED OTHERWISE
WELDED WIRE FABRIC
TOP OF MASONRY
TOP OF PLATE
TOP OF STEEL
TOP OF WALL
TYPICAL
VERTICAL
STANDARD
TOP OF BEAM
TOP OF DECK
TOP OF LEDGER
TOTAL LOAD
OUTSIDE FACE OF WALL
PRECAST CONCRETE
POUNDS PER LINEAR FOOT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
SHORT LEG VERTICAL
SHORT LEG HORIZONTAL
REINFORCING
SIMILAR
SQUARE
NOT TO SCALE
ON CENTER
OPPOSITE
PREFABRICATED
AGGREGATE BASE COURSE
AIR CONDITIONER
ABOVE FINISHED FLOOR
ALTERNATE
ANCHOR BOLT
AT (MEASUREMENT)
BEAM
BOTTOM OF BEAM
BOTTOM OF DECK
BEARING
BELOW FINISHED FLOOR
BOTTOM OF FOOTING
A.B.C.
A/C
A.F.F.
ALT.
A.B.
@
BM
B.O.B.
B.O.D.
BRG
B.F.F
B.O.F.
ABBREVIATIONS
LBS (#)
MFR('S)
M.C.J.
MECH'L.
N/A
LLV
LLH
HORIZ.
K(KIP)
GLB (GLULAM)
I.F.W.
L.L.
LONG LEG VERTICAL
MANUFACTURER('S)
MASONRY CONTROL JOINT
NOT APPLICABLE
LONG LEG HORIZONTAL
GLUED-LAMINATED BEAM
INSIDE FACE OF WALL
POUNDS
MECHANICAL
HORIZONTAL
1000 POUNDS
LIVE LOAD
EXISTING(E)
MIN.MINIMUM
MAX.MAXIMUM
SYMBOLS LEDGEND
WALLS WITH SOLID LINES DESIGNATE STRUCTURAL (BEARING) WALLS.
WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING)
WALLS.
WALLS WITH HATCH DESIGNATE MASONRY WALLS.
, , , -AS SHOWN ON PLAN INDICATES A SHEARWALL; HATCHING IN WALL
DESIGNATES SHEARWALL LENGTH.
5 6 7
, , - AS SHOWN ON PLAN INDICATES A SHEARWALL HOLDOWN. SEE HOLDOWN
SCHEDULES AND DETAILS FOR ADDITIONAL INFORMATION.
A B
INDICATES HVAC EQUIPMENT ON ROOF OR IN ATTIC SPACE. SEE TYPICAL
DETAILS FOR FRAMING INFORMATION.
- AS SHOWN ON PLAN INDICATES A HELICAL PIER.
XXXX CS16, CMSTC16, ECT. - AS SHOWN AT WALL OPENINGS INDICATE STRAPPING,
PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL.
D=xxx# INDICATES DRAG LOAD (ASD) THAT TRUSS MANUFACTURER IS TO DESIGN
TRUSS FOR IN BOTH TENSION AND COMPRESSION.
STEP INDICATES STEPPED OR DEPRESSED SLAB.
C=X" INDICATES CAMBER IN BEAM.
INDICATES RIDGID CONNECTION.
(NOT ALL SYMBOLS NECESSARILY APPLY TO THIS PROJECT)
P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST
SCHEDULE FOR MORE INFORMATION.
SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL COLUMN. SEE
STEEL COLUMN SCHEDULE FOR ADDITIONAL INFORMATION. COLUMNS START
AT THE LEVEL THEY ARE CALLED OUT ON.
PX
SCX
RME
XXX#
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
Revisions:
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3/1/2023 7:56:56 AM
S1.0
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SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES ---
S1.1 SPECIAL INSPECTIONS ---
S1.2 TYPICAL DETAILS T - SERIES
S1.3 TYPICAL DETAILS T - SERIES
S1.4 PLAN SCHEDULES ---
S2.0 FOUNDATION PLAN ---
S2.0A FOUNDATION PLAN CRAWL SPACE
OPTION
---
S2.0B FIRST FLOOR FRAMING PLAN
CRAWL SPACE OPTION
---
S2.1 SECOND FLOOR FRAMING PLAN ---
S2.2 THIRD FLOOR FRAMING PLAN ---
S2.3 ROOF FRAMING PLAN ---
S3.0 FOUNDATION DETAILS 100 - SERIES
S3.0A CRAWL SPACE FOUNDATION
DETAILS
100 - SERIES
S4.0 FLOOR FRAMING DETAILS 200 - SERIES
S4.1 FLOOR FRAMING DETAILS 200 - SERIES
S5.0 ROOF FRAMING DETAILS 300 - SERIES
LOCATION LIVE / SNOW
LOAD DEAD LOAD
ELEMENTS LIVE LOAD TOTAL LOAD
LOCATION:MINIMUM
COVER TOLERANCE
USE:CONCRETE
STRENGTH:
MAX W/C
RATIO
AIR
ENTRAINMENT
USE:MATERIAL:
GENERAL REQUIREMENTS:
BASIS FOR DESIGN:
FOUNDATION NOTES:CONCRETE:WOOD:DEFERRED SUBMITTAL ITEMS:
1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN
DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND
LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).
2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE
BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND
COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY
REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY
NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN
EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING
KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING
REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT
EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON
THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY
ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT
EXPLICITLY SHOWN.
3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE
THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED
ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS
STATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'S
CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.
4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL
NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS,
BUT SHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS
MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR
CLARITY.
5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS
AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL
DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH
THE ARCHITECT AND STRUCTURAL ENGINEER.
6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED
BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS
SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING
DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN
OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.
1.BUILDING CODE: 2018 EDITION OF THE IBC WITH BINGHAM COUNTY AMENDMENTS.
RISK CATEGORY = II
4. SEISMIC DESIGN PARAMETERS:
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
PROCEDURE
IMPORTANCE FACTOR Ie = 1.00
SITE CLASS C
SEISMIC DESIGN CATEGORY C
MAPPED SPECTRAL RESPONSE
ACCELERATIONS S1 = 0.142, SS = 0.366
DESIGN SPECTRAL RESPONSE
ACCELERATIONS
PERCENT SNOW INCLUDED WITH
SEISMIC LOADS 20
VERTICAL SHEAR TRANSFER ELEMENTS:
PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.057
5. WIND DESIGN PARAMETERS (STRENGTH):
ULTIMATE WIND SPEED 105 MPH (3 SECOND GUST)
WIND EXPOSURE C
IMPORTANCE FACTOR Iw = 1.00
INTERNAL PRESSURE COEFFICIENT -0.18
COMPONENT AND CLADDING PRESSURE 32.3 PSF
NET UPLIFT ON ROOF 16.1 PSF
2. VERTICAL LOADS:
ROOF ROOF = 35 PSF
GROUND = 50 PSF 20 PSF
FLOOR 40 PSF 35 PSF
STAIRS / CORRIDORS 100 PSF 50 PSF
3. DEFLECTION LIMITS:
ROOF TRUSSES/JOISTS L/360 L/240
FLOOR JOISTS L/600 L/240
BEAMS L/360 L/240
FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY:
EAGLE ROCK ENGINEERING REPORT NO. 22109 DATED SEPTEMBER 23, 2022.
2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND ANY
ADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF
FOUNDATIONS. ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT
SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION REINFORCING
STEEL OR CONCRETE. ALTERATIONS TO SITE PREPARATION OR GRADING SHALL
BE REPORTED TO THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION
CONSTRUCTION.
3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR
WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE
MAY BE COMBINED.
4.ALL FOUNDATIONS SHALL BEAR ON EITHER UNDISTURBED WELL/POORLY GRADED
GRAVEL WITH SAND (GW/GP) OR ON COMPACTED STRUCTURAL FILL. OVER
EXCAVATION DEPTHS OF 1.5-7 FEET SHOULD BE EXPECTED DEPENDING ON OPTION
CHOSEN AND LOCATION ON JOBSITE. STRUCTURAL FILL SHOULD BE AT LEAST 24" IN
DEPTH COMPACTED TO 95% DRY DENSITY ACCORDING TO ASTM D698. THE WIDTH
OF COMPACTED STRUCTURAL FILL BENEATH FOOTINGS SHOULD BE EQUAL TO
TWICE THE WIDTH OF THE FOOTING.
GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING
FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY
ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST
5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND
FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE
PLACEMENT.
5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF
FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD
CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH
CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS
THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.
THE SUBGRADE BELOW THE 4 INCH BASE SHOULD BE EITHER UNDISTURBED
WELL/POORLY GRADED GRAVEL WITH SAND (GW/GP) OR A MINIMUM OF 12 INCHES
OF STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY ACCORDING TO ASTM
D698.
6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE
WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND
CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED
BELOW.
THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE:
ALLOWABLE BEARING PRESSURE 3000 PSF
FOUNDATION BEARING DEPTH
36" BELOW FINISHED GRADE
2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER
CUBIC FOOT USING HARD ROCK AGGREGATES. AGGREGATE USED IN CONCRETE
SHALL CONFORM TO ASTM C33.
3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TO
CHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS.
STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OF
REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE
STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY.
PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL
CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL
BE SPLICED AT OR NEAR FLOOR LINES.
4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS
"CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FOR
NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS:
5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALL
CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN
CONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE.
6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND
CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY.
7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI
614, ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED,
EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER
FLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUND
COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROM
FORMS BEFORE PLACING CONCRETE.
ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS,
ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS
BEFORE PLACING THE CONCRETE.
8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL
JOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED A
MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS
(EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THE
SLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORT
DISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADE
WITHIN 16 HOURS OF CONCRETE BATCHING.
KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING
POURING, ALL OTHER JOINTS MAY BE SAW CUT.
9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN
STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY
APPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS
SHALL NOT IMPAIR THE STRENGTH OF THE WORK.
10.FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS
AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL
HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY
ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED
CONCRETE.
11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROM
DAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306.
12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND
APPROVED BY THE STRUCTURAL ENGINEER.
13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETE
MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO
MOISTURE.
CAST AGAINST EARTH (FOOTINGS)3"± 3/8"
SLABS ON GRADE 1 1/2"
EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER
EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE
GROUND ROOF SLAB 1"
STRUCTURAL SLABS AND WALLS
BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,
TIES, STIRRUPS AND SPIRALS
1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:
FOOTINGS 3500 PSI 0.50 5.5% ± 1%
FOUNDATION WALLS 4500 PSI 0.45 5.5% ± 1%
INTERIOR CONCRETE
SLABS ON GRADE 3500 PSI 0.45 N/A
1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE
ARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"
(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTED
OTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OF
BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC
TABLE 2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE
SIMPSON STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT
ICC-ES APPROVAL.
2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF
THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR
THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL
BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.
SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTED
OTHERWISE IN SCHEDULES:
2x4 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
2x6 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
JOISTS, TOP PLATES AND ALL OTHER
SAWN LUMBER DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
BEAMS AND POSTS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
LOCATION:NOMINAL
THICKNESS:
SPAN
INDEX
RATING:
EDGE
ATTACHMENT:
FIELD
ATTACHMENT:
WALL 8d AT 6" O.C.8d AT 12" O.C.
ROOF 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TO
STANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO
SUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL
TO SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,
COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL
PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATING
AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:
SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE AT
LEAST 1 1/2" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE
GLUED TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED ADHESIVE.
PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED
SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL
OF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BEUSED ON ROOFS WHERE BUILT
UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHING SHALL
COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATING
EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND
THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI,
MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,
AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANK
WITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT.
DECK SHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO
SUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010.
5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR
COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN AND
CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI,
FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BE
FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST
AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND
CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ON
A RADIUS OF CURVATURE OF 2000 FEET.
6.GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIR
COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX =
2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI.
ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND
HANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADE
STAMP AND AITC STAMP AND CERTIFICATE.
7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLs
SHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.
8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLs
SHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI.
9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLs
SHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI.
10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.
SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A
MINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM,
4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUM
ANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS)
SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BE
CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALL
EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIOR
WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER
DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS.
11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.
BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE Ø
(DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT
STEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT
LOOSENING.
12.
PREFABRICATED WOOD ROOF TRUSSES
BALCONY 60 PSF 15 PSF
SD1 = 0.220, SDS = 0.368
GENERAL STRUCTURAL NOTES
(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)
± 1/4"
1 1/2"± 3/8"
± 3/8"
1/8"
3/4"1/8"
1 1/2"3/8"
PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE
DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD
LOADS. WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE, A 20
PSF LIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS.
BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED
OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN
CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO
MANUFACTURE FOR BOTH ROOF AND FLOOR TRUSSES WHEN USED.
SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING
POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONAL
TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL
EQUIPMENT. PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY
BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE
IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND
THE TRUSS SPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE
FACE OF THE BOTTOM CHORD.
PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL):
DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION
ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED AND
FURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
WITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER
FOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED AS
REQUIRED TO SUPPORT MECHANICAL EQUIPMENT.
7/16" OR 1/2"
7/16" OR 1/2"
15/32" OR 1/2"
19/32" OR 5/8"
23/32" OR 3/4"
7/8"
3/4" T&G
7/8" T&G
1 1/8" T&G
24/16
24/16
32/16
40/20
48/24
60/32
48/24
60/32
60/48
1.
REINFORCING STEEL:
1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER.
ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND
SMALLER. GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS,
BEAMS, AND ELEVATED SLAB REINFORCING.
2. WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60
BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALL
BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS.
3. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI
SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO
FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
STEEL:
1.MATERIALS: ROLLED W SHAPES, SHALL CONFORM TO ASTM A992 (FY=50 KSI). ALL
OTHER STRUCTURAL STEEL SHAPES, ROLLED SECTIONS, BARS AND PLATES SHALL
CONFORM TO ASTM A36 (FY = 36 KSI). ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36
KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY = 35 KSI). ALL TUBULAR STEEL SHALL
BE ASTM A500 (FY = 46 KSI).
2.ALL BOLTS AND STUDS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL
EXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTO
WHICH INSTALLATION TAKES PLACE. HEADED STUDS SHALL CONFORM TO ALL
REQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR
STUD WELDING" AND THE "STRUCTURAL WELDING CODE" PUBLISHED BY AWS. ALL
BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL
WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS.
3.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND
ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST
EDITION.
4.WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING
CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR
NOTES. ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS
NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY
STANDARDS. ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS.
CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL FULL
PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT
TESTING LABORATORY.
5.STEEL TO STEEL BOLTED CONNECTIONS: HIGH STRENGTH BOLTS SHALL BE ASTM
A325N AND SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS
INCLUDED IN SHEAR PLANE (TYPE "N" CONNECTION UNLESS NOTED OTHERWISE).
BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD.
6. DRYPACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT.
INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS
INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN
HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION.
7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION
TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR
SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN
ACCORDANCE WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW.
VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR
DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF
THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING
PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL
ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED
BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A
STRUCTURAL ENGINEER REGISTERED IN THE APPROPRIATE STATE. THE SHOP
DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED
OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER
ARE NOT TO BE CONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY
OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH
THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN
AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS.
RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW
(5) WORKING DAYS FOR THE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH
SUBMITTAL WILL BE RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.
STEEL DECKING:
1.PROTECT STEEL DECK FROM CORROSION, DEFORMATION, AND OTHER DAMAGE
DURING DELIVERY, STORAGE AND HANDLING.
IF GROUND STORAGE IS NEEDED, THE DECK BUNDLES MUST BE STORED OFF THE
GROUND, WITH ONE END ELEVATED TO PROVIDE DRAINAGE. BUNDLES MUST BE
PROTECTED AGAINST CONDENSATION WITH A VENTILATED WATERPROOF
COVERING. BUNDLES MUST BE STACKED SO THERE IS NO DANGER OF TIPPING,
SLIDING, ROLLING, SHIFTING OR MATERIAL DAMAGE. BUNDLES MUST BE
PERIODICALLY CHECKED FOR TIGHTNESS, AND RETIGHTENED AS NECESSARY.
DECK BUNDLES PLACED ON THE BUILDING FRAME MUST BE PLACED NEAR A MAIN
SUPPORTING BEAM AT A COLUMN OR WALL. IN NO CASE ARE THE BUNDLES TO BE
PLACED ON UNBOLTED FRAMES OR ON UNATTACHED AND/OR UNBRIDGED JOISTS.
THE STRUCTURAL FRAME MUST BE PROPERLY BRACED TO RECEIVE THE BUNDLES.
2.EXAMINE SUPPORT FRAMING AND FIELD CONDITIONS FOR COMPLIANCE WITH
REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS
AFFECTING PERFORMANCE OF WORK OF THIS SECTION. ALL OSHA RULES FOR
ERECTION MUST BE FOLLOWED.
PLACE DECK IN ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS.
LOCATE DECK BUNDLES TO PREVENT OVERLOADING OF SUPPORT MEMBERS.
INSTALL DECK PANELS AND ACCESSORIES ACCORDING TO ANSI/SDI RD - 2010 AND IN
ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS AND REQUIREMENTS OF
THIS SECTION.
PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO FINAL POSITION
WITH ENDS ALIGNED. ATTACH FIRMLY TO THE SUPPORTS INNEDIATELY AFTER
PLACEMENT IN ORDER TO FORM A SAFE WORKING PLATFORM.
CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS AND
OTHER WORK PROJECTING THROUGH OR ADJACENT TO THE DECKING.
TRADES THAT SUBSEQUENTLY CUT UNSCHEDULED OPENINGS THROUGH THE DECK
ARE RESPONSIBLE FOR REINFORCING THE OPENINGS.
BEFORE PLACEMENT OF ROOF INSULATION AND ROOF COVERING, THE DECK SHALL
BE INSPECTED FOR TEARS, DENTS OR OTHER DAMAGE THAT MAY PREVENT THE
DECK FROM ACTING AS A STRUCTURAL ROOF BASE. THE NEED FOR REPAIR OF
DAMAGED DECK SHALL BE DETERMINED BY THE ENGINEER OF RECORD BASED ON
STRUCTURAL PERFORMANCE, UNLESS AESTHETICS HAVE BEEN SPECIFICALLY
ADDRESSED IN THE CONTRACT DOCUMENTS.
DO NOT USE DECK UNITS AS A WORKING PLATFORM OR STORAGE AREA UNTIL UNITS
ARE IN POSITION AND PERMANENTLY ATTACHED TO THE STRUCTURE.
CONSTRUCTION LOADS MUST NOT EXCEED LOAD CARRYING CAPACITY OF THE
DECK.
EXTERIOR CONCRETE
SLABS ON GRADE 4500 PSI 0.45 5.5% ± 1%
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N eed additional struc tural pages.