HomeMy WebLinkAboutAPPROVED PLANS (32 UNITS) 22-00065 - Elite Storage Bldg 5Author Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Elite Storage Bldg 5
Address : 1044 N 2nd E
Record Type : New Commercial Building
Document Filename : Porter RV Storage (32 UNITS) 3-11-22.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00065
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G-101 Free text Cody Jones : Building Open 1 Ground snow load 50
G-101 Stamp Cody Jones : Building Open 1 Approved - Building Inspector
A-101 Line Cody Jones : Building Open 3
S-101 Line Cody Jones : Building Open 5
S-101 Free text Cody Jones : Building Open 5 6"
S-101 Free text Cody Jones : Building Open 5 All wood in contact with concrete needs to be pressure
treated.
S-101 Line Cody Jones : Building Open 5
S-101 Free text Cody Jones : Building Open 5 4
S-101 Line Cody Jones : Building Open 5
S-101 Free text Cody Jones : Building Open 5 City Ordinance calls for all footings to have 2 #4 bars.
S-301 Free text Cody Jones : Building Open 6 Need to have engineered stamped truss plans. They also need
to be approved and stamped by building engineer.
R-101 Free text Cody Jones : Building Open 7 36"
New Commercial Building
Approval of plans does not constitute approval of variance from code
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INDEX OF SHEETS
G-101
C-101
A-101
A-201
S-101
S-301
COVER SHEET
SITE
MAIN FLOOR
ELEVATIONS
FOUNDATION
ROOF FRAMING
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
Storage
AREA
12,000.00
12,000.00 sq ft
LOCATION: REXBURG
SNOW LOAD: 35 PSF
WIND SPEED: 115 MPH
FROST DEPTH: 36 IN
SEISMIC: D
REGULATION: 2018 IBC
RISK CATEORY: I
OCCUPANCY: S-1
CONSTRUCTION TYPE: VB
ALLOWABLE AREA NS: 9000+4500 (PER 506.2.1)
PORTER RV STORAGEPORTER RV STORAGEPORTER RV STORAGEPORTER RV STORAGE
12' X 30' UNITS
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
BH
A
W
B
S
PL
O
T
D
A
T
E
:
3/
1
1
/
2
0
2
2
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
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G
A
L
,
P
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DE
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N
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V
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S
I
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D
A
T
E
CO
V
E
R
S
H
E
E
T
SH
E
E
T
T
I
T
L
E
:
SHEET 1
G-101
10
6
6
N
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Y
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c
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20
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8
5
2
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6
2
3
6
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,
I
D
3/11/2022
Ground snow load 50
ROWROWROW
ROW ROW ROW ROW
ROWROWROW
ROW ROW ROW
R O W
R O W
R O W
R O W
RO
W
RO
W
RO
W
RO
W
X
X
X
X
X
X
X X
X
X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1
23
4 5
67
8 9
10 11
1213
14 15
1617
18 19
20
21
22
23
24 25
26
27
28
29
30
31
32
33
34 35
36
37
38
39
40
46 48
5153
56 58 60
Point Table
Point #
1
9
2
3
4
5
6
7
8
10
11
12
13
14
15
16
17
18
19
20
Northing
795227.96
794961.92
795213.41
795213.41
795181.41
795181.41
794993.61
794993.61
794961.92
794937.96
794937.99
794998.05
794997.94
795058.05
795058.05
795107.99
795107.98
795167.98
795167.99
795227.99
Easting
759032.30
759032.30
759032.30
759009.41
759009.41
759037.30
759037.30
758985.76
758985.76
759032.29
759121.59
759121.87
759082.31
759082.31
759122.39
759122.46
759082.25
759082.23
759122.23
759122.67
Description
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP/BC
EP/BC
EP
EP
Point Table
Point #
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Northing
795058.01
794998.01
794937.96
794897.96
794898.15
794938.15
794998.06
795058.06
795108.07
795168.07
795108.17
795168.17
795267.96
795227.96
795228.21
795268.21
795196.05
795175.98
794916.48
794936.55
Easting
759094.30
759094.64
759037.29
759037.30
759625.30
759625.29
759394.32
759394.30
759382.25
759382.23
759682.25
759682.23
759037.29
759037.30
759781.30
759781.29
759792.82
759827.42
759676.89
759642.29
Description
BC
BC
BC
BC
BC
BC
BC
BC
BC
BC
BC
BC
BC FU
BC FU
BC FU
BC FU
BC FU
BC FU
BC FU
BC FU
Point Table
Point #
41
42
43
44
46
48
51
53
56
58
60
Northing
794998.11
795058.11
794998.07
795058.07
794969.87
794968.28
795083.16
795084.75
795199.78
795198.19
795196.59
Easting
759627.32
759627.30
759399.32
759399.32
759222.28
759492.27
759492.18
759222.19
759222.79
759492.78
759762.77
Description
BC FU
BC FU
BC FU
BC FU
CB
CB
CB
CB
CB
CB
CB
C-HS-01
HA
R
D
S
C
A
P
E
P
L
A
N
PR
E
L
I
M
I
N
A
R
Y
1
10
/
1
8
BE
C
EXISTING BUILDING
6.72'
DUMP STATION
300.00'
300.00'
593.00'
150.00'
200.00'
113.74'
29.84'
300.00'
36.61'
50.00'
CONSTRUCTION NOTES
A.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS
BEFORE STARTING WORK AND SHALL IMMEDIATELY
NOTIFY THE OWNER OF ANY DISCREPANCIES.
B.BENCHMARKS ARE PROVIDED FOR THE
CONTRACTOR'S CONVENIENCE. IF NEW OR
DIFFERENT BENCHMARKS ARE DESIRED, CONTACT
THE ENGINEER OR THE SURVEYOR.
C.HARDSCAPE CONSTRUCTION SHALL CONFORM
WITH THE CITY OF REXBURG, RESOLUTION 2016-15
AS WELL AS THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION
AS FOLLOWS:
a.EARTHWORK INCLUDING EROSION CONTROL
.............................................................DIVISION 200
b. TRENCHING..........................................DIVISION 300
c. CONCRETE...........................................DIVISION 700
d. AGGREGATES AND ASPHALT............DIVISION 800
e. CONSTRUCTION STORMWATER BEST
MANAGEMENT PRACTICES................DIVISION 1000
f. TRAFFIC CONTROL.............................DIVISION 1100
g. MISCELLANEOUS................................DIVISION 2000
KEYED NOTES
ROADWAY AND PARKING
1. CONSTRUCT 6” VERTICAL CURB AND GUTTER PER
ISPWC SD-701.
2. CONTRUCT 6” VERTICAL CURB PER ISPWC
SD-701A.
3. CONSTRUCT 12” RIBBON CURB PER
ISPWC 701 (EXACT DETAIL NO AVAILABLE). CURB
SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
4. CONSTRUCT VALLEY GUTTER PER ISPWC SD-708
OR CITY OF REXBURG STANDARD DETAILS,
SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS
DRAIN DETAIL.
5. CONSTRUCT SIDEWALK PER ISPWC SD-709.
WIDTH CALLED OUT ON PLANS.
6. CONSTRUCT DETECTABLE WARNING FOR
PEDESTRIAN ACCESS PER ISPWC SD-712.
7. CONSTRUCT PEDESTRIAN RAMP WITH NO
LANDING PER ISPWC SD-712G.
8. CONSTRUCT 48” DIAMETER CATCH
BASIN/MANHOLE PER CITY OF REXBURG
STANDARD DETAIL, INFILTRATOR.WITH RING AND
GRATE..
9. ASPHALT ROADWAY - CONSTRUCT ASHPALT
ROADWAY PER CITY OF REXBURG STANDARD
DEAILS, STREET CROSS SECTIONS-NORMAL
RESIDENTIAL STREET - TYPICAL SECTON I, EXEPT
WIDTH SHALL BE 24 FEET OF ASPHALT WITH NO
PARKING LANE.
10. GRAVEL ROADWAY - CONSTRUCT GRAVELED
ROADWAY PER ISPWC SD-804. SECTION SHALL
BE 12” OF SUBGRADE, 4” OF AGGREGATE BASE
COURSE, AND A SURFACE COURSE
OF 2” CRUSHED GRAVEL AS DESIGNATED ON THE
DRAWINGS.
11. ASPHALT PARKING - PARKING SECTION SHALL
CONSIST OF 4” AGGREGATE BASE COURSE
OVER 12” OF SUB-BASE (PIT RUN) WITH A
SURFACE COURSE OF 3” ASPHALT AS
DESIGNATED ON THE DRAWINGS.
12. FURNISH AND INSTALL BOLLARDS PER STANDARD
DETAIL 001/05500
8 10 10
10
10
12
12
12
12
3
9
3
11
6
FLUSH WITH
SURFACE
5
5
3
3
9
PORTER'S
OFFICE
PRODUCTS
DIVIDEND DRIVE
NO
R
T
H
2
N
D
E
A
S
T
0
SCALE: 1" =
50' 50'
50'
25'
EW
749.00'
60.00'
14.00'
50.00'
60.00'
60.00'
60.00'
40.00'
40.00'
57.01'
103.21'
7.50'
10.79'
8
8
88
8 8
10
90.00'22.89'
89.40'
85.14'
14.00'
41
42
43
44
PROPOSED PROPOSED PROPOSED PROPOSED 20202020 UNIT BUILDING UNIT BUILDING UNIT BUILDING UNIT BUILDING
LOCATIONLOCATIONLOCATIONLOCATION
FIRE HYDRANT
PER CODE 45' TURN RADIUS
30' TURN RADIUS
PROPOSED PROPOSED PROPOSED PROPOSED 32323232 UNIT BUILDING UNIT BUILDING UNIT BUILDING UNIT BUILDING
LOCATIONLOCATIONLOCATIONLOCATION
1 SITE PLANSITE PLANSITE PLANSITE PLAN
SCALE: SCALE: SCALE: SCALE: 1" = 50'1" = 50'1" = 50'1" = 50'
SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:
1. SOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYI NG, CIVIL
ENGINEERING OR GEO TECHNICAL ENGINEERING. IT IS THE RESPONSIBILITY OF THE
OWNER/CONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLE.
2. U.N.O. THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC
RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT.
3. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY
SURVEY DATA, INCLUDING TOPOGRAPHICAL INFORMATION
4. LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TO
EXCAVATION
5. WHERE SEPTIC AND/OR FRESH WATER WELLS ARE NECESSARY, PERMITS AND
LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION
(TYPICALLY HEALTH DEPT)
6. INDICATED LOCATIONS OF SEPTIC, WELL, AND/OR UTILITIES ARE ASSUMED OR
SUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER/CONTRACTOR
AND THE AUTHORITY HAVING JURISDICTION
DR
A
W
N
B
Y
:
CH
K
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D
B
Y
:
BH
A
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:
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1
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2
2
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:
SHEET 2
C-101
10
6
6
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1111111111111111
1111111111111111
13'-1 1/2"12'-5 1/2"12'-5 1/2"12'-51/2"12'-51/2"12'-51/2"12'-51/2"12'-51/2"12'-51/2"12'-5 1/2"12'-5 1/2"12'-5 1/2"12'-5 1/2"12'-5 1/2"12'-5 1/2"12'-51/2"
200'
60
'
37'-8"
200'
6'-6"12'-8"12'-51/2"12'-51/2"12'-5 1/2"12'-5 1/2"12'-5 1/2"12'-5 1/2"12'-5 1/2"12'-5 1/2"12'-51/2"12'-51/2"12'-51/2"12'-51/2"12'-51/2"12'-41/2"6'-6"
30
'
30
'
3
A-
2
0
1
3
A-
2
0
1
BWP1BWP1BWP1BWP1
BWP1BWP1BWP1BWP1
BWP1BWP1BWP1BWP1
6-3/4X12
GLULAM
6X6 w/ BC6
POST CAP
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
ENTIRE LENGTH OF
WALL TO BE BWP1
1/2" REDHEAD ANCHORS
32" O.C. ALL BWP1
INTERIOR WALLS (TYP)
1/2" REDHEAD ANCHORS 6' O.C.
ALL INTERIOR WALLS (TYP)
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
BW
P
1
6X6 w/ BC6
POST CAP
6X6 w/ BC6
POST CAP
6X6 w/ BC6
POST CAP
BRACE WALL SCHEDULE : ALL EXTERIOR WALLS BWP1 U.N.O.BRACE WALL SCHEDULE : ALL EXTERIOR WALLS BWP1 U.N.O.BRACE WALL SCHEDULE : ALL EXTERIOR WALLS BWP1 U.N.O.BRACE WALL SCHEDULE : ALL EXTERIOR WALLS BWP1 U.N.O.
IDIDIDID
BWP1
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
STUDSSTUDSSTUDSSTUDS
2X4
O.C.O.C.O.C.O.C.
16"
SHEATINGSHEATINGSHEATINGSHEATING
7/16" OSB
FASTENINGFASTENINGFASTENINGFASTENING
8d NAILS
EDGESEDGESEDGESEDGES
4" O.C.
FIELDFIELDFIELDFIELD
8" O.C.
NOTESNOTESNOTESNOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
QTY
32
LOCATION
Exterior
FIRE RATING DOOR
W
10'
HT
12'
NOTES
HEADER: 3-1/8X10-1/2 GLULAM
1 STORAGE UNITSSTORAGE UNITSSTORAGE UNITSSTORAGE UNITS
SCALE: SCALE: SCALE: SCALE: 1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x4 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR
COLUMNS IN LOWER FLOORS OR SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND
LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER
DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE
TO ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER.
10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A MINIMUM RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND HANDRAILS AT THE SAME.
12. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY SUPPORT AND BRACED WHERE THEY CONNECT TO THE LIGHT
FRAME STRUCTURE.
DR
A
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:
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B
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:
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0
2
2
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:
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MA
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SH
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:
SHEET 3
A-101
10
6
6
N
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B
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,
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3/11/2022
-2'-4"
TOP OF FOOTER
0"
GRADE
13'-4"
TOP PLATE
-2'-4"
TOP OF FOOTER
0"
GRADE
13'-4"
TOP PLATE
21'-6 7/8"
OVERAL HEIGHT
3 12 312
6-3/4X12
GLULAM
TRUSSES PER
MANUFACTURER
1 FRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"
2 LEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 SECTIONSECTIONSECTIONSECTION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
DR
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SHEET 4
A-201
10
6
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B
U
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,
I
D
3/11/2022
200'
60
'
30
'
30
'
25'-51/4"24'-11"24'-11"24'-11"24'-11"24'-11"24'-11"25'-3/4"
2 0 8 '-9 5 /8 "
12'-3/4"12'-4 1/4"12'-5 1/2"12'-1 1/4"3"3"
1
1
F1F1F1F1
F1F1F1F1
F1F1F1F1F2F2F2F2F2F2F2F2
F1F1F1F1
F2F2F2F2
F1F1F1F1
1
1
1
1
1
1
1
1
1
1
F2F2F2F2
F2F2F2F2 F2F2F2F2 F2F2F2F2
ABU66Z
ABU66Z
6" FOUNDATION WALL, 28" TALL, #4 BAR BOTH WAYS @ 24" O.C. (TYP)
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
1
1
1
1
1
1
ABU66Z ABU66Z
F2F2F2F2F2F2F2F2 F2F2F2F2 F2F2F2F2 F2F2F2F2
SLAB ON
GRADE
F2 - THICKEND SLAB
FOOTINGS 12"X8"
WITH (2) #3 BARS
3
A-
2
0
1
3
A-
2
0
1
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
F2
DEPTHDEPTHDEPTHDEPTH
8"
8"
WIDTHWIDTHWIDTHWIDTH
16"
12"
TYPETYPETYPETYPE
CONT
CONT
# OF BARS# OF BARS# OF BARS# OF BARS
(2)
(2)
BAR SIZEBAR SIZEBAR SIZEBAR SIZE
#4
#3
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
QTY.QTY.QTY.QTY.
18
TYPETYPETYPETYPE
HDU5
FASTENERS
1/2" REDHEAD ANCHORS
3 FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN
SCALE: SCALE: SCALE: SCALE: 1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"
FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. 6" FOUNDATION WALL W/#4 BAR VERT @ 48" O.C. & #4 BAR HORIZ. @ 24" O.C. W/(1) BAR IN TOP 12" OF WALL.
2. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR
UNDISTURBED SOIL. VERTICAL REBAR TO TURN HORIZONTALLY INTO SLAB.
3. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER
PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA.
4. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2500 PSI USED IN
DESIGN, THEREFORE NO SPECIAL INSPECTIONS.
5. TYPICAL ANCHOR BOLTS TO BE MIN 1/2" X 7" REDHEAD TRUBOLT @ 48" O.C. ENTIRE WALL PERIMETER AND FOOT ERS THAT SUPPORT FRAM
STEM WALLS.
6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUT MAY BE GRADE 40 FOR #3 AND SMALLER BARS .
8. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3.5" (98 MM). A6-MIL
(0.006 INCH; 0.15 MM) POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX EA. DIR. OR CENTERED PER OWNER
PREFERENCE.
9. DAMP PROOFING PER 2018 IBC SECTION 1805.2
10. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION
DR
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SHEET 5
S-101
10
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3/11/2022
6"
All wood in contact with concrete needs to be pressure treated.
4
City Ordinance calls for all footings to have 2 #4 bars.
3/
1
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6-3/4X12
GLULAM
PROPOSED PROPOSED PROPOSED PROPOSED 32323232 UNIT BUILDING UNIT BUILDING UNIT BUILDING UNIT BUILDING
LOCATIONLOCATIONLOCATIONLOCATION
T R U S S E S P E R M A N U F A C T U R E R
1 ROOF LAYOUTROOF LAYOUTROOF LAYOUTROOF LAYOUT
SCALE: SCALE: SCALE: SCALE: 1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"
ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PER
MANUFACTURER.
2. SIMPSON H1 TIES @ EA. TRUSS.
3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES
PLY TO MATCH PLY OF GIRDER TRUSS.
3. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
4. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
5. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES,
RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION.
6. #15 ROOFING FELT MINIMUM.
7. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
8. FASCIA/SOFFIT TO MATCH SIDING .
DR
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SHEET 6
S-301
10
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3/11/2022
Need to have engineered stamped truss plans. They also need to be
approved and stamped by building engineer.
Be
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6"
M
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1
5
4
3
2
7
6
8
KEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS
6 - WALL SHEATHING
7 - REQ'D PANEL EDGE NAILING
8 - J-BOLTS SIZE/TYPE PER PLAN
6
6
6
6
1
48
1
7
2
13
3 4
5
3
1
32
4
5
EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT
WALL INTERSECTION
KEYNOTES
1 - EDGE NAILING PER SHEAR WALL
SCHEDULE.
2 - WALL SHEATHING AS OCCURS.
3 - LOCATION OF STRAP AT END OF SHEAR
WALL, SEE PLAN FOR TYPE OF STRAP.
4 - FULL HEIGHT WOOD STUD TYP.
5 - 16d FACE NAIL AT 16" O.C.
6 - DISTANCE FROM CORNERS TO CENTER OF
STRAP EQUALS WIDTH OF WALL (MAX.)
7 - 16d FACE NAIL AT 6" O.C.
Nail Through Sheathing
To Beam (TYP)
Second Header If
Applicable
2x Gang Stud
(TYP)
See Header Schedule
For Sizing & Type
-See Shear Wall Note For Sheathing
And Fastening Details.
-Extend Sheathing From Sill Plate To
Top Of Beam
-See Foundation Plan For Hold Downs.
8
732" TYP. WITH
SOLID BLOCKING
10
3 9
12
3
4
6
5
3
TYP. DOOR
OPENING
TYP. WINDOW
OPENING
B
B
A
SECTION A
SECTION B
KEYNOTES
1 - HEADER BEARING TRIMMERS OR HEADERS
2 - FULL HEIGHT STUD FLOOR TO FLOOR
3 - A.P.A. RATED WALL SHEATHING
4 - REQ'D PANEL EDGE NAILING
5 - COIL STRAP
6 - 2x FLAT BLOCKING
7 - HEADER AT DOOR OR WINDOW, TYP.
8 - CEILING OR FLOOR LINE
9 - FLOOR LINE
10 - SIMPSON CS16 COILED STRAP CUT TO
FIT EACH OPENING TOP AND BOTTOM
(TOP ONLY AT DOORS) FILL EVERY
OTHER NAIL HOLE WITH 8d COMMON
NAILS
3 STUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
2 TYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
4 WALL FRAMING @ GARAGE DOORSWALL FRAMING @ GARAGE DOORSWALL FRAMING @ GARAGE DOORSWALL FRAMING @ GARAGE DOORS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
5 Adding sqft 200'x60' unitAdding sqft 200'x60' unitAdding sqft 200'x60' unitAdding sqft 200'x60' unit
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
1 LATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
GENERAL DETAILS:
THESE DETAILS ARE PROVIDED FOR THE
BUILDERS CONVENIENCE, AND ARE NOT
NECESSARILY APPLICABLE IN ALL
BUILDINGS. IT IS THE RESPONSIBILITY OF
THE BUILDER/CONTRACTOR TO CONTACT
THE ENGINEER OR DESIGNER FOR
CLARIFICATION OR ADDITIONAL DETAILS IF
NECESSARY.
DR
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SHEET 7
R-101
10
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B
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G
,
I
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3/11/2022
36"