HomeMy WebLinkAboutREDLINED PLANS 6.7.23 - 23-00358 - Corcoran 6 Unit - ApartmentsAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Don Allen Don.Allen@rexburg.org 208-372-2174
Alex Owens Alex.Owens@rexburg.org 208-372-2172
Description : Corcoran 6 Unit - Apartments
Address : 358 S 3rd W
Application Type :
Document Filename : submital plans 6_7_23.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
A-1 Free Text Cody Jones : Building Open 1 Commercial plans to be designed by Building Design
Professional and stamped.
Need Envelope COMM check.
Fire partitions to meet requirements of Section 708.
Penetrations in rated assemblies to meet comply with Section
714.
Concealed spaces to be fire blocked and Draft stopped. (attic
to be separated into areas no bigger than 3000 square feet or
above every two units whichever is less.)
Automatic sprinklers required.
Landings at doors and cross slope of sidewalk not to exceed
2%.
Doors to meet requirements of Section 1010.
Stairways to meet requirements of Section 1011 and 1019.
Handrails and guards to be in compliance with 1014 and 1015.
# 23-00358
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: 06.13.2023
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Corridors to be rated and comply with section 1020. (egress
balconies section 1021.)
Every residence to be Type B units.
Ventilation to comply with Section 1203.
Dwelling sound transmission to be not less than 50, unless
tested.
Emergency Escape openings as per section 1030.
A-1 Free Text Cody Jones : Building Open 1 Apartments R2
S-001 Free Text Cody Jones : Building Open 5 D
S-001 Free Text Cody Jones : Building Open 5 Roof snow load 35.
S-001 Free Text Cody Jones : Building Open 5 Frost depth 36".
S-101 Note Cody Jones : Building Open 6 Dampproofing/Waterproofing comply with IBC Section 1805
S-101 Note Cody Jones : Building Open 6 Site Grading meets the requirements of IBC Section 1804.4
E-1 Callout Alex Owens : Electrical Open 14 Receptacles required in these locations where they are 24" or
wider as per 210.52
E-1 Callout Alex Owens : Electrical Open 14 Receptacles required in these locations where they are 24" or
wider as per 210.52
E-1 Callout Alex Owens : Electrical Open 14 Idaho has adopted 2017 NEC, not CEC
E-1 Callout Alex Owens : Electrical Open 14 Electrical work inside cloud is above and beyond 2017 NEC
requirements. Please verify this is desired.
E-1 Free Text Alex Owens : Electrical Open 14 A wall switch-controlled lighting outlet shall be installed in
every habitable room (including living rooms) as per 210.70A1
E-1 Callout Alex Owens : Electrical Open 14 Available fault current calculation needed to verify AIC rating
for main breaker.
A-1 Callout Kyle Baldwin : P&Z Open 1 Sidewalk in Right-of-way must extend to property line
A-1 Free Text Kyle Baldwin : P&Z Open 1 Please show snow storage area calculations on Site Plan.
Must be 10% of parking lot area
A-1 Callout Kyle Baldwin : P&Z Open 1 Sidewalk here must be 6' wide
A-1 Callout Kyle Baldwin : P&Z Open 1 Sidewalk connectivity required from internal sidewalk to
sidewalk in right-of-way
Report Date: 06.13.2023
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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VICINITY MAP
SCALE: N.T.S.
SUBJECT
PROPERTY
N
WA
T
E
R
C / W C / W C / W
20'
25'
10'
10'
20'
20'
9'
37'-10"
20'
20'20'-3"
9'8'
S S S S S S
(N) 6 UNIT MULTIFAMILY
4/1
5/2
6/3
11
33
2
6
5
44
5
6
S.
3
R
D
W
E
S
T
115.50'
115.50'
82
.
5
0
'
82
.
5
0
'
NO
PARKING
STORM
WATER SERVICE
4" SANITARY SEWER
HEATED FIRE RISER &
ALARM PANEL ROOM
TRASH ENCLOSURE
(PERVIOUS PAVERS)
SNOW STORAGE
SNOW STORAGE
(N) SOLID FENCE
CONNECT ROOF
DRAINS TO D.I.
REVISIONS
SHEET:
SCALE:
DATE:
11
6/7/2023
PROJECT DATA:
A.P.N.RPR000P0103610
LOT SIZE .214 ACRES
OCCUPANCY R3/U
CONSTRUCTION TYPE VB
EXISTING RESIDENCE AREA 969 SF
EXISTING GARAGE AREA 200 SF
(N) 6 UNITS 3,480 SF
UNIT 1 575
UNIT 2 501
UNIT 3 661
UNIT 4 575
UNIT 5 501
UNIT 6 661
SCOPE OF WORK:
REMOVE (E) SINGLE DWELLING,
CONSTRUCT NEW 6 UNIT APARTMENT
BLDG.
SHEET INDEX:
A-1 SITE PLAN
A-2 FLOOR PLANS
A-3 EXTERIOR ELEVATIONS
A-4 BUILDING SECTIONS
S-001 GEN. STRUCTURAL NOTES
S-101 FND PLAN
S-102 2ND FLR FRAMING PLAN
S-103 ROOF FRAMING PLAN
S-501 FND DETAILS
S-510 FLOOR FRAMING DETAILS
S-520 ROOF FRAMING DETAILS
S-601 SCHEDULES
S-602 SCHEDULES
E-1 ELECTRICAL PLANS
SITE PLAN
SCALE: 1" = 10'
JOB NUMBER
CO
R
C
O
R
A
N
6
U
N
I
T
35
8
S
.
3
R
D
W
E
S
T
RE
X
B
U
R
G
I
D
A-1
REFERENCED CODES:
2018 INTERNATIONAL BUILDING CODE
2017 NATIONAL ELECTRICAL CODE
2018 MECHANICAL CODE OF IDAHO
2018 IDAHO COMMERCIAL ENERGY CODE
2018 IECC
2015 IDAHO PLUMBING CODE
2018 FIRE CODE OF IDAHO
2009 IDAHO ACCESSIBILITY CODE
DR
A
W
N
B
Y
:
DA
R
E
N
W
A
R
D
E
L
L
19
8
0
2
V
I
A
R
E
D
O
N
D
A
R
D
.
SO
N
O
R
A
C
A
9
5
3
7
0
Please show snow storage area calculations on Site Plan.
Must be 10% of parking lot area
Sid ewalk here m ust be 6 ' wid e
Sid ewalk in R ight-of-way m ust
ex tend to property line
A partm ents R 2
Sid ewalk connectiv ity req uired
from internal sid ewalk to
sid ewalk in right-of-way
C om m ercial plans to be d esigned by B uild ing D esign Professional and stam ped .
N eed E nv elope C O MM check.
F ire partitions to m eet req uirem ents of Section 7 08 .
Penetrations in rated assem blies to m eet com ply with Section 7 14 .
C oncealed spaces to be fire blocked and D raft stopped . (attic to be separated into areas no bigger than 3 000 sq uare feet or abov e
ev ery two units whichev er is less.)
A utom atic sprinklers req uired .
L and ings at d oors and cross slope of sid ewalk not to ex ceed 2 %.
D oors to m eet req uirem ents of Section 1010.
Stairway s to m eet req uirem ents of Section 1011 and 1019 .
H and rails and guard s to be in com pliance with 1014 and 1015 .
C orrid ors to be rated and com ply with section 102 0. (egress balconies section 102 1.)
E v ery resid ence to be T y pe B units.
V entilation to com ply with Section 12 03 .
D welling sound transm ission to be not less than 5 0, unless tested .
E m ergency E scape openings as per section 103 0.
SB388
DW
B1233L
B1233L
B18L B18L
SB32 DWB24L
B18RB18R
SB32DW B24R
SB388
DW
B1233L
B1233L
B18L B18L
SB32 DWB24L
B18RB18R
SB32DW B24R
W3024W1842R W1842R
W3042 W2842 W3042
W3024 W1842LW1842L
W3042W2842W3042
W3042BCW3042L
BCW2442L
W2742L
W3024
4040LS 4040LS 4040LS 6068
4040LS
4040LS
5040LS306830686040LS
3068
6040LS
4040LS
4040LS
41168
3068
3068 3068
3068
6068
3068
3068
31168
3068
3068
5068
31168
3660
UP
BB
BB
CC
CC
22
AA
AA
DD
DD
11
33
22X24 UNDER
FLOOR ACCESS
22X24 UNDER
FLOOR ACCESS
DRYER VENT
W/DAMPER
DRYER VENT
W/DAMPER
DRYER VENT
W/DAMPER
3'4'3'-1"4'-2"4'4'-5"
1'-10"
4'
3'-7"
2'-2"
4'
2'-5"
3'-9"6'1'-9"3'11"5"3'7"5'15'-8"12'-6"6'5'-9"
24'-3"6'-2"15'-5"24'-8"
4'-10"
4'
4'-7"
13'-5"
5'-6"
8'-7"
27'-6"
2'-11"
4'
1'-4"
8'-3"
5'-7"
9'-5"
8"
3'
7"
4'-3"
2'-7"4'2'-8"
12'-8"2'-9"9'-3"2'-11"12'-7"6'-1"10'-1"2'-5"11'-9"
70'-6"
BEDROOM
BATH
LIVING
KITCHEN
BEDROOM BEDROOM
CLOSET
CLOSET
BATH
LIVING
LIVING
BEDROOM
CLOSET
CLOSET
BEDROOM
BATH
KITCHEN
KITCHEN
1
A-4
1
A-4
2
A-4
2
A-4
FIRE RISER
CLOSET
22X24 UNDER
FLOOR ACCESS
DN
SB39
DW
B9LB24L
B18RB18R
SB32DW B24R
B18L B18L
SB32 DWB24L
SB352132
SB362132
SB302132
B30
B30
B12L
SB39
DW
B9LB24L
B18RB18R
SB32DW B24R
B18L B18L
SB32 DWB24L
SB352132
SB362132
SB302132
B30
B30
B12L
W3024W1842R W1842R
W3042 W2842 W3042
W3024 W1842LW1842L
W3042W2842W3042
W942LBCW2442L
BCW3142
W3642
W3024
4040LS
4040LS
6040LS
6040LS306830686040LS
4040LS
4040LS
4040LS 4040LS 4040LS
2868
2668
2068
3068
2868
6068
2868 2868
2668
6068
2668
3068
31168
5068
31168
BB
BB
CC
CC
AA
AA
DD
DD
WH
WH
WH
DRYER VENT
W/DAMPER
DRYER VENT
W/DAMPER
5 1/2 X 12 BEAM
6X6 POST6X6 POST6X6 POST6X6 POST6X6 POST
2'-2"
4'
2'-5"
3'4'3'-1"4'-2"4'5'-5"
1'-10"
4'
3'-7"
12'-6"6'5'-9"9'-11"6'1'-9"3'11"5"3'21'-3"
24'-3"21'-7"24'-8"
2'-11"
4'
1'-4"
8'-3"
5'-7"
9'-5"
8"
3'
7"
4'-3"
2'-7"4'2'-8"
12'-8"2'-9"9'-3"2'-11"13'-7"5'-1"10'-1"2'-5"11'-9"
70'-6"
4'-10"
4'
4'-7"
13'-5"
5'-6"
8'-7"
27'-6"
1735 SQ FT
CLOSET
CLOSET
KITCHEN
LIVING
BEDROOM
BEDROOM
BEDROOM BEDROOM
BEDROOM
LIVING
LIVING
BATH
BATH
BATH
KITCHEN
KITCHEN
DECK
CLOSET FR
LIVING AREA
DRYER VENT
W/DAMPER
REVISIONS
SHEET:
SCALE:
DATE:
11
6/7/2023
JOB NUMBER
CORCORAN 6 UNIT
358 S. 3RD WEST
REXBURG ID
A-2
1st FLOOR PLAN
SCALE: 1/4" = 1'
2nd FLOOR PLAN
SCALE: 1/4" = 1'
DRAWN BY:
DAREN WARDELL
19802 VIA REDONDA RD.
SONORA CA 95370
1-HR ASSEMBLIES
BB CCAA DDBBCCAADD
BBCC AADDBBCCAADD
2211 33221133
22 1133
25'
17'-7"
22 1133
REVISIONS
SHEET:
SCALE:
DATE:
11
6/7/2023
JOB NUMBER
CORCORAN 6 UNIT
358 S. 3RD WEST
REXBURG ID
A-3
DRAWN BY:
DAREN WARDELL
19802 VIA REDONDA RD.
SONORA CA 95370
EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'
APPROVED CORROSION-RESISTANT FLASHINGS SHALL BE
INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1.EXTERIOR DOOR AN WINDOW OPENINGS
2.AT THE INTERSECTION OF CHIMNEY OR OTHER MASONRY
CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS
3.UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL
COPINGS AND SILLS
4.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIMS
5.WHERE EXTERIOR PORCHES,DECKS OR STAIRS ATTACH TO A
WALL OR FLOOR ASSEMBLY OF WOOD-FRAMED CONSTRUCTION
6.AT ALL WALL AND ROOF INTERSECTIONS
VINYL SIDING o/WSP
COMPOSITION ROOF SHINGLES
NORTH
SOUTHEAST
WEST
22
22
11
11
33
33
7'-5"
22
22
11
11
33
33
BB
BB
CC
CC
AA
AA
DD
DD
BB
BB
CC
CC
AA
AA
DD
DD
REVISIONS
SHEET:
SCALE:
DATE:
11
6/7/2023
JOB NUMBER
CORCORAN 6 UNIT
358 S. 3RD WEST
REXBURG ID
A-4
DRAWN BY:
DAREN WARDELL
19802 VIA REDONDA RD.
SONORA CA 95370
SECTION 2
SCALE: 1/4" = 1'
SECTION 1
SCALE: 1/4" = 1'
AB ANCHOR BOLT(S)
ABV ABOVE
ALT ALTERNATE
APPROX APPROXIMATE
ARCH ARCHITECT(URAL)
BLDG BUILDING
BLW BELOW
BM BEAM
BOT BOTTOM
BRG BEARING
BTWN BETWEEN
C.J.CONST/CONTROL JOINT
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CTR CENTER
DB DECK BEARING
DBL DOUBLE
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DN DOWN
DWG DRAWING
DWL DOWEL
EA EACH
E.F.EACH FACE
E.J.EXPANSION JOINT
ELEC ELECTRICAL
ELEV ELEVATION
EQUIP EQUIPMENT
EQ EQUAL
E.W.EACH WAY
EXST EXISTING
(E)EXISTING
EXP EXPANSION
EXT EXTERIOR
FC-x CONTINUOUS FOOTING MARK
F.D.FLOOR DRAIN
FDN FOUNDATION
FS-x SQUARE FOOTING MARK
FT FOOT
FTG FOOTING
FTS-x THICKEN SLAB MARK
GA GAUGE
GALV GALVANIZED
GLB GLULAM BEAM
GSN GENERAL STRUCTURAL NOTES
HB HORIZONTAL BRIDGING
HORIZ HORIZONTAL
HSA HEADED STUD ANCHOR
HT HEIGHT
IBC INTERNATIONAL BUILDING CODE
I.F.INSIDE FACE
IN.INCH
INT INTERIOR
JT JOINT
JST JOIST
k KIP(S) = 1000 POUNDS
KLF KIPS PER LINEAL FOOT
KSF KIPS PER SQUARE FOOT
LBS POUNDS
LF LINEAL FOOT
LVL LAMINATED VENEER LUMBER
MAS MASONRY
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
NIC NOT IN CONTRACT
NTS NOT TO SCALE
O.C.ON CENTER
O.F.OUTSIDE FACE
OPNG OPENING
OPP OPPOSITE
PCF POUNDS PER CUBIC FOOT
PL PLATE
PLF POUNDS PER LINEAL FOOT
PNL PANEL
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT
REINF REINFORCING
REQD REQUIRED
R.D.ROOF DRAIN
RS ROUGH SAWN LUMBER
RTU ROOF TOP UNITS
SCW SEISMIC CRITICAL WELD
SHT SHEET
SI SPECIAL INSPECTION
SIM SIMILAR
SMU SUSPENDED MECHANICAL UNITS
SOG SLAB-ON-GRADE
SQ SQUARE
STAG STAGGERED
STD STANDARD
STL STEEL
STR STRUCTURAL
STS SELF TAPPING SCREWS
T&B TOP AND BOTTOM
TEMP TEMPERATURE
THDS THREADS
T.O.TOP OF
TOC TOP OF CONCRETE
TOD TOP OF DECK
TOF TOP OF FOOTING
TOS TOP OF STEEL
TOW TOP OF WALL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/WITH
WD WOOD
1. TYPICAL DETAILS AND SECTIONS SHALL APPLY WHERE SPECIFIC DETAILS ARE NOT SHOWN.
2. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS. IF ACTUAL CONDITIONS DIFFER FROM THOSE
SHOWN IN THE CONTRACT DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER BEFORE
PROCEEDING WITH THE FABRICATION OR CONSTRUCTION OF ANY EFFECTED ELEMENTS.
3. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE ENGINEER BEFORE PROCEEDING WITH ANY CHANGES,
SUBSTITUTIONS OR MODIFICATIONS. ANY WORK DONE BY THE CONTRACTOR BEFORE RECEIVING WRITTEN APPROVAL
WILL BE AT THE RISK OF THE CONTRACTOR.
4. IN CASE OF A CONFLICT BETWEEN THE CONTRACT DRAWINGS AND THE SPECIFICATIONS, FOLLOW THE MOST STRINGENT
REQUIREMENT OR DIRECTIONS PROVIDED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.
5. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES ANY ITEMS THAT ARE TO BE INTEGRATED IN THE STRUCTURAL
SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL, ELECTRICAL EQUIPMENT, ETC. SIZES AND LOCATIONS OF
MECHANICAL AND OTHER EQUIPMENT THAT DIFFERS FROM THOSE SHOWN ON THE CONTRACT DRAWINGS SHALL BE
REPORTED TO THE ENGINEER.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING AS REQUIRED FOR HIS METHOD OF ERECTION.
SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL FINAL CONNECTIONS FOR THE PERMANENT MEMBERS ARE
COMPLETED. THE BUILDING SHALL NOT BE CONSIDERED STABLE UNTIL ALL CONNECTIONS ARE COMPLETED.
WALLS SHALL NOT BE CONSIDERED SELF-SUPPORTING AND SHALL BE BRACED UNTIL THE FLOOR/ROOF SYSTEM IS
COMPLETED.
1.MATERIALS:
A.FRAMING LUMBER SHALL BE # 1-2 DOUGLAS FIR-LARCH OR BETTER UNLESS NOTED OTHERWISE.
B.WOOD SHEATHING SHALL BE INTERIOR GRADE WITH GLUE, SPAN INDEX RATIO, UNLESS NOTED OTHERWISE,
24/0 WALLS
48/24 ROOF
C.NAILS: STANDARD COMMON WITH THE FOLLOWING PROPERTIES:
NAIL SIZE SHANK DIAMETER MIN. PENETRATION INTO SUPPORT MEMBER
6D 0.113”1.25”
8D 0.131”1.50”
10D 0.148”1.63”
12D 0.148”1.63”
16D 0.162”1.75”
FASTENERS OTHER THAN COMMON NAILS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM
THE ENGINEER.
D.BOLTS SHALL BE ASTM A36 OR EQUAL WITH ASTM A563 HEAVY HEX NUTS AND HARDENED WASHERS, GRADE
A, UNLESS NOTED OTHERWISE.
E. ALL LAMINATED VENEER LUMBER (LVL) SHALL BE FURNISHED BY TRUS-JOIST CORPORATION OR VERSA-LAM BY
BOISE CASCADE CORPORATION.
2.ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED OR BE REDWOOD.
3.GENERAL FRAMING AND CARPENTRY SHALL BE CONNECTED AS PER “MINIMUM NAILING SCHEDULE”ON SHEET S-601
UNLESS NOTED OTHERWISE.
4.ALL FRAMING ANCHORS, POST CAPS, HOLD DOWNS, COLUMN BASES, ETC. SHALL BE PROVIDED BY SIMPSON STRONG-
TIE OR APPROVED EQUAL.
5.BUILT-UP BEAMS OF 2X-MEMBER 12 IN. OR LESS IN DEPTH SHALL BE SPIKED TOGETHER WITH NOT LESS THAN 16-D
SPIKES AT TWELVE-INCH (12 IN.) CENTERS, STAGGERED. IF THE DEPTH OF BEAM IS MORE THAN TWELVE INCHES (12
IN.), THE MEMBERS SHALL BE CONNECTED TOGETHER WITH 1/2" Ø BOLTS @ 24 IN. O.C. STAGGERED. BOLTS SHALL BE
PLACED 1/4 THE DEPTH OF THE MEMBER FROM THE TOP AND BOTTOM OF THE MEMBER.
6.ALL WALLS SHALL HAVE A MINIMUM OF TWO TOP PLATES. SPLICES IN TOP PLATES SHALL BE STAGGERED A
MINIMUM OF FOUR FEET FROM THE NEAREST SPLICE IN ADJOINING TOP PLATE.
7.ROUGH SAWN LUMBER BEAMS AND POSTS TO BE DOUGLAS FIR DENSE NO. 1
1.MATERIALS, UNLESS NOTED OTHERWISE:
A.NORMAL WEIGHT AGGREGATES ASTM C33
B.REINFORCING STEEL ASTM A615 GRADE 60 (FY = 60 KSI)
USE GRADE 40 (FY = 40 KSI) FOR FIELD BENT DOWELS WITH
SPACINGS INDICATED REDUCED BY 1/3.
C.DEFORMED BAR ANCHORS (DBA)ASTM A496
D.HEADED STUD ANCHORS (HSA)ASTM A108
E.ANCHOR RODS ASTM F1554 GRADE 36 WITH ASTM A563 HEAVY HEX
NUTS WITH HARDENED WASHERS
F.ADMIXTURES:
I.AIR-ENTRAINING ADMIXTURES COMPLY WITH ASTM C260 (WHEN USED).
II CALCIUM CHLORIDE SHALL NOT BE ADDED TO THE CONCRETE MIX.
G.TYPE I/II CEMENT COMPLYING WITH ASTM C150 SHALL BE USED FOR ALL CONCRETE.
H.THE WATER/CEMENT RATIOS SHALL MEET THE REQUIREMENTS OF ACI 318.
I.PROVIDE AIR ENTRAINING AS RECOMMENDED BY ACI 318.
J.NO ALUMINUM CONDUIT OR PRODUCT CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO
CONCRETE SHALL BE EMBEDDED IN CONCRETE.
2.COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS:
A.FOOTINGS 3,000 PSI
B.INTERIOR SLABS ON GRADE 3,000 PSI
C.WALLS 3,000 PSI
D.ALL SITE CONCRETE 4,000 PSI
3.ONLY ONE GRADE OR TYPE OF CONCRETE SHALL BE POURED ON THE SITE AT ANY GIVEN TIME.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING, CARE, PLACEMENT AND REMOVAL OF ALL
FORMWORK AND SHORING.
A.SUPPORTING FORMS AND SHORING SHALL NOT BE REMOVED UNTIL STRUCTURAL MEMBERS HAVE
ACQUIRED SUFFICIENT STRENGTH TO SAFELY SUPPORT THEIR OWN WEIGHT AND ANY CONSTRUCTION LOAD TO
WHICH THEY MAY BE SUBJECTED. IN NO CASE, HOWEVER, SHALL FORMS AND SHORING BE REMOVED IN LESS
THAN 24 HOURS AFTER CONCRETE PLACEMENT.
5.REINFORCEMENT SHALL HAVE THE FOLLOWING CONCRETE COVER:
CAST-IN-PLACE CONCRETE:CLEAR COVER
A.CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B.FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 THRU #18 BARS 2"
#5 AND SMALLER BARS 1-1/2"
C.CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS; #11 BARS AND SMALLER 3/4"
BEAMS, COLUMNS: PRIMARY REINF., TIES, STIRRUPS, SPIRALS 1-1/2"
6.CONSTRUCTION JOINTS AND CONTROL JOINTS:
A.PROVIDE A FORMED AND BEVELED 2 X 4 X CONTINUOUS KEYWAY IN ALL HORIZONTAL AND VERTICAL
CONSTRUCTION JOINTS, UNLESS NOTED OTHERWISE. IN ADDITION, ALL JOINTS SHALL BE INTENTIONALLY
ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4-INCH.
B.CONTROL JOINTS SHALL BE INSTALLED IN SLABS ON GRADE SO THE LENGTH TO WIDTH RATIO OF THE SLAB IS
NO MORE THAN 1.25:1. CONTROL JOINTS SHALL BE COMPLETED WITHIN 12 HOURS OF CONCRETE
PLACEMENT. CONTROL JOINTS MAY BE INSTALLED BY:
I.SAW CUT A DEPTH OF 1/4 THE THICKNESS OF THE SLAB
II.TOOLED JOINTS A DEPTH OF 1/4 THE THICKNESS OF THE SLAB
C.INSTALL CONSTRUCTION OR CONTROL JOINTS IN SLABS ON GRADE AT A SPACING NOT TO EXCEED 30 TIMES
THE SLAB THICKNESS IN ANY DIRECTION FOR UNREINFORCED SLABS AND 75 TIMES THE SLAB THICKNESS IN
ANY DIRECTION FOR REINFORCED SLABS, UNLESS NOTED OTHERWISE. CONSTRUCTION JOINTS SHALL NOT EXCEED
A DISTANCE OF 125'-0" O.C. IN ANY DIRECTION.
7.CONSTRUCTION
A.USE CHAIRS OR OTHER SUPPORT DEVICES RECOMMENDED BY THE CRSI TO SUPPORT AND TIE REINFORCEMENT
BARS AND WWF PRIOR TO PLACING CONCRETE. WWF SHALL BE CONTINUOUSLY SUPPORTED AT 36" O.C.
MAXIMUM. REINFORCING STEEL FOR SLABS ON GRADE SHALL BE ADEQUATELY SUPPORTED ON PRECAST
CONCRETE UNITS. LIFTING THE REINFORCING OFF THE GRADE DURING PLACEMENT OF CONCRETE IS NOT
PERMITTED.
B.CONCRETE TO BE MECHANICALLY CONSOLIDATED DURING PLACEMENT PER ACI STANDARDS.
C.CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL OPENINGS, CURBS,DOWELS, SLEEVES, CONDUITS, BOLTS,
INSERTS AND OTHER EMBEDDED ITEMS PRIOR TO CONCRETE PLACEMENT.
D.ALL EMBEDS AND DOWELS SHALL BE SECURELY TIED TO FORMWORK OR TO ADJACENT REINFORCING PRIOR
TO THE PLACEMENT OF CONCRETE.
E.NO PIPES, DUCTS, SLEEVES, ETC. SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY
DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. PENETRATIONS THROUGH WALLS WHEN
APPROVED SHALL BE BUILT INTO THE WALL PRIOR TO CONCRETE PLACEMENT. PENETRATIONS WILL NOT BE
ALLOWED IN FOOTINGS OR GRADE BEAMS UNLESS DETAILED. PIPING SHALL BE ROUTED AROUND THESE
ELEMENTS AND FOOTINGS STEPPED TO AVOID PIPING.
F.REINFORCING BARS SHALL NOT BE WELDED. DO NOT SUBSTITUTE REINFORCING BARS FOR DBAS OR HSAS.
8.DETAILING:
A.LAP LENGTHS SHALL BE AS FOLLOWS:
I.30 BAR DIAMETERS FOR #3 AND #4 BARS
II.40 BAR DIAMETERS FOR #5 THROUGH #8 BARS
III.DO NOT SPLICE STIRRUPS AND TIES.
IV.DO NOT SPLICE VERTICAL BARS IN RETAINING WALLS UNLESS SPECIFICALLY SHOWN.
B.AT JOINTS PROVIDE REINFORCING DOWELS TO MATCH THE MEMBER REINFORCING, UNLESS NOTED
OTHERWISE.
C.AT ALL DISCONTINUOUS CONTROL OR CONSTRUCTION SLAB ON GRADE JOINTS, PROVIDE 2 -#4 X 48 INCHES.
D.PROVIDE CORNER BARS AT INTERSECTING WALL CORNERS USING THE SAME BAR SIZE AND SPACING AS THE
HORIZONTAL WALL REINFORCING.
E.ALL VERTICAL REINFORCING SHALL BE DOWELED TO FOOTINGS, OR TO THE STRUCTURE BELOW WITH THE SAME
SIZE AND SPACING AS THE VERTICAL REINFORCING FOR THE ELEMENT ABOVE. DOWELS EXTENDING INTO
FOOTINGS SHALL TERMINATE WITH A 90 DEGREE STANDARD HOOK AND SHALL EXTEND TO WITHIN 4" OF THE
BOTTOM OF THE FOOTING. FOOTING DOWELS (#8 BARS AND SMALLER) WITH HOOKS NEED NOT EXTEND MORE
THAN 20" INTO FOOTINGS.
F.HORIZONTAL WALL REINFORCING SHALL TERMINATE AT ENDS OF WALLS AND OPENINGS INTO THE FAR END
OF THE JAMB COLUMN WITH A 90-DEGREE STANDARD HOOK PLUS A 6 BAR DIAMETER EXTENSION.
HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION AND CONTROL JOINTS.
1.BUILDING CODE IBC 2018
2.WIND
a.3 Second Gust Velocity 90 mph
b.Exposure Category B
3.SNOW
a.Ground Snow Load 50 psf
b.Roof Snow Load Pf = 38.5 psf min.
c.Drift PER TRUSS DESIGNER U.N.O.
4.SEISMIC
a.Occupancy II
b.Seismic Design Category C
c.Soil Site Class D
d.Mapped Spectral Response Accel Ss = 0.366
e.Site Coefficients Fa= 1.507
f.Design Spectral Response Accel SDS = 0.368
g.Response Modification Factor R=6.5
h.System Overstrength Factor Ωo = 3.0
i.Deflection Amplification Factor Cd = 4
j.Seismic Response Coefficient Cs = 4.0*SDS*Ie/R = 0.057
k.W Dead Load of Structure
l.Base Shear V = Cs*W = 0.057 W
5.ROOF LOAD
a.Live Load 20 psf
b.Dead Load 15 psf
6.FLOOR LOAD
a.Live Load 40 psf
b.Dead Load 15 psf
SPECIAL INSPECTION AND QUALITY ASSURANCE
SPECIAL INSPECTION AND QUALITY ASSURANCE, AS REQUIRED BY SECTION 1704 OF THE IBC, SHALL BE PROVIDED BY AN
INDEPENDENT AGENCY EMPLOYED BY THE OWNER UNLESS WAIVED BY THE BUILDING OFFICIAL. THE CONTRACTOR SHALL
COORDINATE AND COOPERATE WITH THE REQUIRED INSPECTIONS. ALL TESTING AND INSPECTION REPORTS SHALL BE SENT
TO THE ENGINEER FOR REVIEW. ITEMS REQUIRING SPECIAL INSPECTION AND QUALITY ASSURANCE ARE:
1. CONCRETE FORMWORK (IBC SECTION 1705.3-12),IF NOTED
2. CONCRETE REINFORCING STEEL PLACEMENT (IBC SECTION 1705.3-1),IF NOTED
3. INSTALLATION OF GLULAM BEAM END CONNECTIONS AND POST CONNECTIONS
4. EPOXY ANCHORS (IBC SECTION 1705.3-4)
DEFERRED SUBMITTALS
FOR THE PURPOSE OF THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS PER SECTION 106.3.4.2 OF THE IBC. SUBMITTAL
DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT FOR THEIR REVIEW FOR
GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. DEFERRED STRUCTURAL SUBMITTALS FOR THIS PROJECT ARE:
1.WOOD ROOF TRUSS
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
1712 CABALLERO DR.
AMMON, IDAHO 83406
(208) 932-2720
WWW.NOESIS.US
DRAWN BY DATE
DESIGNED BY DATE
CHECKED BY DATE
AL
W
A
Y
S
T
H
I
N
K
SA
F
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NOESIS ENGINEERING
SERVICES, P.C.
THIS DOCUMENT WAS ELECTRONICALLY SIGNED. THE DIGITAL
CERTIFICATE IS IDENTIFIED ON THE 1ST PAGE OF THE ORIGINAL
FILE. THE ORIGINAL DOCUMENT IS LOCATED AT NOESIS
ENGINEERING SERVICES, PC HOME OFFICE SERVER UNDER THE
JOB NUMBER FOLDER/7.0 ORIGINAL DOCUMENTS.
DKB
6/5/2023 9:39:36 AM
6/5/2023 9:39:36 AM
6/5/2023 9:39:36 AM
GENERAL STRUCTURAL
NOTES
S-001
CORCORAN 6 UNIT
358 S. 3RD WEST REXBURG,
ID 83440
DA
R
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N
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A
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D
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L
L
CO
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O
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A
N
6
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22
0
3
1
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V
2
JL
JL
DAREN WARDRELL
1 ABRIVIATIONS 2 GENERAL NOTES
3 WOOD NOTES
5 CONCRETE NOTES 6 DESIGN CRITERIA
4 STATEMENT OF SPECIAL INSPECTIONS
No. Description Date
06/05/2023
R oof snow load 3 5 .
F rost d epth 3 6 ".
D
1 3 42
A
B
C
4'
-
3
"
9'
-
1
0
"
13
'
-
5
"
27
'
-
6
"
D
J1
CW-6
CW-6
CW-6
CW-6
CW-6
CW-6
BOT. TO FROST DEPTH
FC1.5
BOT. TO FROST DEPTH
FC1.3
BOT. TO FROST DEPTH
FC1.5
BOT. TO FROST DEPTH
FC1.3
BOT. TO FROST DEPTH
FC1.5
BOT. TO FROST DEPTH
FC1.3
BOT. TO FROST DEPTH
FC1.5
4" SLAB ON GRADE, SEE ARCH PLANS
3/4" MINUS CRUSHED AGGREGATE BASE (4" MIN.)
COMPACTED TO 95% MODIFIED PROCTOR
COMPACTED NATURAL GRADE OR STRUCTURAL FILL
COMPACTED TO 95% MODIFIED PROCTOR IN 12" MAX LIFTS
2X4 PONY WALL
2X4 PONY WALL
2X4 PONY WALL
BOT. TO FROST DEPTH
FC1.5
BOT. TO FROST DEPTH
FC1.5
BOT. TO FROST DEPTH
FC1.5
2X4 PONY WALL
BOT. TO FROST DEPTH
FC1.5
2X4 PONY WALL
8" CONC. COL 8" CONC. COL 8" CONC. COL 8" CONC. COL 8" CONC. COL
BOT. TO FROST DEPTH
FS3.0
BOT. TO FROST DEPTH
FS3.0
BOT. TO FROST DEPTH
FS3.0
BOT. TO FROST DEPTH
FS3.0 BOT. TO FROST DEPTH
FS3.0
3
S-501
Typ
HD-1 HD-1
HD-1
HD-1
5
S-510
Typ 5
S-510
Typ
70' - 6"
24' - 3"9' - 3"9' - 3"9' - 3"7' - 6"7' - 6"3' - 6"
14
'
-
1
"
1'
-
6
"
11
'
-
6
"
1'
-
6
"
12
'
-
6
"
1'
-
6
"
14
'
-
3
"
11
'
-
6
"
10
'
-
5
1
/
4
"
12
'
-
9
3
/
4
"
11
'
-
9
"
13
'
-
3
"
1'
-
6
"
10
'
-
0
"
1'
-
6
"
9'
-
9
"
1'
-
6
"
1' - 4"23' - 7"21' - 1"12' - 2 1/2"3' - 11"7' - 10 1/2"1' - 4"
1' - 4"23' - 1"
6"6"5"
12' - 1 1/2"1' - 11 1/2"9' - 5"1' - 4"
1'
-
6
"
8'
-
1
1
3
/
4
"
1'
-
6
"
2'
-
6
"
1'
-
6
"
6'
-
9
1
/
4
"
1'
-
6
"
1'
-
6
"
11
'
-
0
3
/
4
"
1'
-
6
"
8'
-
8
1
/
4
"
1'
-
6
"
2
3
/
4
"
4'
-
0
1
/
4
"
3'
-
0
"
2'
-
6
1
/
4
"
CW-6 CW-6
BOT. TO FROST DEPTH
FC1.3 BOT. TO FROST DEPTH
FC1.3
SECTION MARK
SHEET NUMBER
MARKS AND SYMBOLS LEGEND
CW-X INDICATES CONC. WALL, SEE SCH ON S-601
F__X_INDICATES FOOTING AND TOP OF
CONC. FOOTING (TOC), SEE PLAN
AND SCH. ON S-601
*NOTE* VERIFY TOP OF CONC.
ELEVATIONS WITH ARCH PLANS AND
FIELD VERIFY FROST DEPTH (36").
TOC ____
HD-X HOLD DOWN, SEE SCH ON S-601
FOUNDATION PLAN NOTES
1. VERIFY ALL FLOOR OPEINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR COLUMN WALLS AND OPENING DIMENSIONS.
3. FIELD VERIFY ALL DIMENSIONS.
4. ARCHITECT TO VERIFY REQUIRED BEAM CLEARANCE
5. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS ARCHITECTURAL AND
MECHANICAL DRAWINGS.
6. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC.
7. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATION.
8. ALL SPOT FOOTINGS SHALL BE CENTERED UNDER COLUMNS (UNO).
9. SEE DETAILS 1&2/S-501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO
FOOTINGS.
10. SEE DETAIL 5/S-601 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS.
11. SEE DETAIL 6/S-601 FOR ADDITIONAL REINFORCING AT MISCELLANEOUS OPENINGS IN CONCRETE WALLS.
12. SEE DETAIL 7/S-601 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE.
13. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS FOR ALL WALLS AND OPENINGS.
14. ALL EXTERIOR WALLS TO BE 2X6 DF. NO. 2 STUDS @ 16" O.C. U.N.O.
15. SEE 3/S-501 FOR CONCRETE COLUMN REBAR CONFIGURATION
FRAMING PLAN NOTES
1. VERIFY ALL FLOOR OPEINGS FOR MECHANICAL
SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR COLUMN
WALLS AND OPENING DIMENSIONS.
3. FIELD VERIFY ALL DIMENSIONS.
4. ARCHITECT TO VERIFY REQUIRED BEAM
CLEARANCE
5. SEE 6/S-602 FOR TOP PLATE SPLICE AND
1/S-520 AT PIPES.
FLOOR SCHEDULE
9-1/2" TJI 110 AT 16" O.C.
W/ SIMPSON ITS1.81/9.5
HANGERS WHERE
APPLICABLE
J1
2'
-
0
"
1' - 6"
1-3/4" X 9-1/2" LVL WITH
SIMPSON ITS1.81/9.5 FRAMING
AROUND CRAWL SPACE
13
'
-
6
"
M
A
X
.
S
P
A
N
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
1712 CABALLERO DR.
AMMON, IDAHO 83406
(208) 932-2720
WWW.NOESIS.US
DRAWN BY DATE
DESIGNED BY DATE
CHECKED BY DATE
AL
W
A
Y
S
T
H
I
N
K
SA
F
E
T
Y
NOESIS ENGINEERING
SERVICES, P.C.
THIS DOCUMENT WAS ELECTRONICALLY SIGNED. THE DIGITAL
CERTIFICATE IS IDENTIFIED ON THE 1ST PAGE OF THE ORIGINAL
FILE. THE ORIGINAL DOCUMENT IS LOCATED AT NOESIS
ENGINEERING SERVICES, PC HOME OFFICE SERVER UNDER THE
JOB NUMBER FOLDER/7.0 ORIGINAL DOCUMENTS.
DKB
6/5/2023 9:39:40 AM
6/5/2023 9:39:40 AM
6/5/2023 9:39:40 AM
MAIN FLOOR FRAMING AND
FOUNDATION PLAN
S-101
CORCORAN 6 UNIT
358 S. 3RD WEST REXBURG,
ID 83440
DA
R
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N
W
A
R
D
R
E
L
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CO
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O
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A
N
6
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22
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3
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2
JL
JL
DAREN WARDRELL
3/8" = 1'-0"1 FOUNDATON PLAN
No. Description Date
1 REV 1- FOUNDATION CHANGE TO CRAWL SPACE 4/19/2023
2 REV 2- BUILDING LAYOUT 05/31/2023
2
3 CRAWL SPACE ACCESS DETAIL
1
06/05/2023
1 3 42
A
B
C
D
3
S-510
Typ
2
S-510
Typ
4
S-510
Typ
27
'
-
6
"
J1
J2
C-1 C-2 C-2 C-2
2X4 BEARING WALL
AT 16" O.C.
2X4 BEARING WALL
AT 16" O.C.
2X4 BEARING WALL
AT 16" O.C.
2X4 BEARING WALL
AT 16" O.C.
2X6 BEARING WALL
AT 16" O.C.
WH
-1
WH-3
WH
-1
WH
-1
WH-3 WH-1 WH-1 WH-3
WH
-1
WH
-1
WH-3WH-1 WH-1WH-1
5
S-520
Typ
BM-1 BM-1 BM-1 C-2 C-2
SW- 3
SW- 1
SW- 1
SW- 1
SW- 1
SW- 3
WH-1
1
S-510
Typ
MSTC28_16 SIMPSON STRAP MSTC28_16
SIMPSON
STRAP
MSTC28_18
SIMPSON
STRAP
MSTC28_18 SIMPSON STRAP
GALVANIZED OR PAINTED C10X15.3 STAIR STRINGERBM
-2
C-1
SIMPSON HUC612TF
CONCEALED HANGERS-510
6 Typ
WH-1
WH-1
12
'
-
4
1
/
2
"
WH-1
WH-1
SECTION MARK
SHEET NUMBER
MARKS AND SYMBOLS LEGEND
SW-x INDICATES SHEAR WALL TYPE, SEE S-602
HD-X HOLD DOWN, SEE SCH ON S-601
WH-X INDICATES HEADER, KING AND BEARING
STUDS @ OPENING SEE SCH S-602
FRAMING PLAN NOTES
1. VERIFY ALL FLOOR OPEINGS FOR MECHANICAL
SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR COLUMN
WALLS AND OPENING DIMENSIONS.
3. FIELD VERIFY ALL DIMENSIONS.
4. ARCHITECT TO VERIFY REQUIRED BEAM
CLEARANCE
5. SEE 6/S-602 FOR TOP PLATE SPLICE AND
1/S-520 AT PIPES.
LOADING ASSUMPTIONS
FLOOR DEAD LOAD 15 PSF
FLOOR LIVE LOAD 40 PSF
ROOF DEAD LOAD 15 PSF
ROOF SNOW LOAD 38.5 PSF
GROUND SNOW LOAD 50 PSF
DRIFT BY TRUSS DESIGNER
ROOF LIVE LOAD 20 PSF
COLUMN AND BEAM SCHEDULE
BEAMS
BM-1 P.T. 6X8 DF #2 OR BETTER
BM-2 6X12 DF #2 OR BETTER
COLUMNS
C-1 (3) 2X6 DF #2 OR BETTER
C-2 6X6 DF #2 OR BETTER
FLOOR SCHEDULE
9-1/2" TJI 110 AT 16" O.C.
W/ SIMPSON ITS1.81/9.5
HANGERS WHERE
APPLICABLE
J1
SW-x INDICATES SHEAR WALL TYPE, SEE S-602
BM-X INDICATES BEAM, SEE COLUMN AND
BEAM SCHEDULE
C-X INDICATES BEAM, SEE COLUMN AND
BEAM SCHEDULE
P.T. 2X6 DF#2 OR BETTER
AT 16" O.C. W/ SIMPSON
LU26 HANGERS OR EQUAL
J2
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
1712 CABALLERO DR.
AMMON, IDAHO 83406
(208) 932-2720
WWW.NOESIS.US
DRAWN BY DATE
DESIGNED BY DATE
CHECKED BY DATE
AL
W
A
Y
S
T
H
I
N
K
SA
F
E
T
Y
NOESIS ENGINEERING
SERVICES, P.C.
THIS DOCUMENT WAS ELECTRONICALLY SIGNED. THE DIGITAL
CERTIFICATE IS IDENTIFIED ON THE 1ST PAGE OF THE ORIGINAL
FILE. THE ORIGINAL DOCUMENT IS LOCATED AT NOESIS
ENGINEERING SERVICES, PC HOME OFFICE SERVER UNDER THE
JOB NUMBER FOLDER/7.0 ORIGINAL DOCUMENTS.
DKB
6/5/2023 9:39:44 AM
6/5/2023 9:39:44 AM
6/5/2023 9:39:44 AM
SECOND FLOOR FRAMING
PLAN
S-102
CORCORAN 6 UNIT
358 S. 3RD WEST REXBURG,
ID 83440
DA
R
E
N
W
A
R
D
R
E
L
L
CO
R
C
O
R
A
N
6
U
N
I
T
22
0
3
1
-RE
V
2
JL
JL
DAREN WARDRELL
3/8" = 1'-0"1 SECOND FLOOR FRAMING PLAN
No. Description Date
2 REV 2- BUILDING LAYOUT 05/31/2023
2
06/05/2023
1 3 42
A
B
C
D
WH-1 WH-1
WH
-1
SW- 1
SW- 3
SW- 3R1
2
S-520
Typ
4
S-520
Typ
3
S-520
TYP
3
S-520
TYP
1'
-
4
"
1' - 4"
C-1 C-2 C-2 C-2 C-2 C-2
WH-1
WH-2
WH
-1
WH
-1
WH-2 WH-1 WH-1 WH-2
WH
-1
SW- 1
SW- 1
SW- 1
WH
-1
BM-2 BM-2 BM-2 BM-2 BM-2
5
S-520
Typ
SECTION MARK
SHEET NUMBER
MARKS AND SYMBOLS LEGEND
INDICATES WOOD SHEATHING. SEE
GSN AND SCHEDULE ON SHEET S-602
SW-x INDICATES SHEAR WALL TYPE, SEE S-602
HD-X HOLD DOWN, SEE SCH ON S-601
WH-X INDICATES HEADER, KING AND BEARING
STUDS @ OPENING SEE SCH S-602
FRAMING PLAN NOTES
1. VERIFY ALL FLOOR OPEINGS FOR MECHANICAL
SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR COLUMN
WALLS AND OPENING DIMENSIONS.
3. FIELD VERIFY ALL DIMENSIONS.
4. ARCHITECT TO VERIFY REQUIRED BEAM
CLEARANCE
5. SEE 6/S-602 FOR TOP PLATE SPLICE AND
1/S-520 AT PIPES.
LOADING ASSUMPTIONS
ROOF DEAD LOAD 15 PSF
ROOF SNOW LOAD 38.5 PSF
GROUND SNOW LOAD 50 PSF
DRIFT BY TRUSS DESIGNER
ROOF LIVE LOAD 20 PSF
ROOF SCHEDULE
ROOF TRUSSES BY OTHERSR1
COLUMN AND BEAM SCHEDULE
BEAMS
BM-1 P.T. 6X8 DF #2 OR BETTER
BM-2 6X12 DF #2 OR BETTER
COLUMNS
C-1 (3) 2X6 DF #2 OR BETTER
C-2 6X6 DF #2 OR BETTER
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
1712 CABALLERO DR.
AMMON, IDAHO 83406
(208) 932-2720
WWW.NOESIS.US
DRAWN BY DATE
DESIGNED BY DATE
CHECKED BY DATE
AL
W
A
Y
S
T
H
I
N
K
SA
F
E
T
Y
NOESIS ENGINEERING
SERVICES, P.C.
THIS DOCUMENT WAS ELECTRONICALLY SIGNED. THE DIGITAL
CERTIFICATE IS IDENTIFIED ON THE 1ST PAGE OF THE ORIGINAL
FILE. THE ORIGINAL DOCUMENT IS LOCATED AT NOESIS
ENGINEERING SERVICES, PC HOME OFFICE SERVER UNDER THE
JOB NUMBER FOLDER/7.0 ORIGINAL DOCUMENTS.
DKB
6/5/2023 9:39:47 AM
6/5/2023 9:39:47 AM
6/5/2023 9:39:47 AM
ROOF FRAMING PLAN
S-103
CORCORAN 6 UNIT
358 S. 3RD WEST REXBURG,
ID 83440
DA
R
E
N
W
A
R
D
R
E
L
L
CO
R
C
O
R
A
N
6
U
N
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T
22
0
3
1
-RE
V
2
JL
JL
DAREN WARDRELL
3/8" = 1'-0"1 ROOF FRAMING PLAN
No. Description Date
2 REV 2- BUILDING LAYOUT 05/31/2023
2
06/05/2023
BACK-FILLED TRENCH
PIPE, SEE CIVIL
BOTTOM OF TRENCH
SHALL BE ABOVE THIS
LINE
CONCRETE FOOTING,
SEE PLAN AND SCHED
1
2
2'-0" MIN
6"
PIPE PASSES THROUGH FOOTING
PIPE PASSES BELOW FOOTING
1/2" CLEAR
6"
MI
N
IF
D
I
M
E
N
S
I
O
N
E
X
C
E
E
D
S
1'
-6"
,
U
S
E
T
Y
P
I
C
A
L
FO
O
T
I
N
G
S
T
E
P
1/2" CLEAR 24 BAR
DIAMETERS
6"
MI
N
2"
C
L
E
A
R
12" MIN 12" MIN
12" MIN12" MIN
INTERRUPT CONT FTG REINF
FOR PASSAGE OF PIPE
ADDITIONAL REINF TO
MATCH CONT FTG REINF
PIPE, SEE MECH. PROVIDE
SLEEVES AROUND ALL PIPES
PASSING THROUGH WALL AND
FOOTINGS
CONCRETE FOOTING, SEE
PLAN AND SCH
ADDITIONAL REINF TO
MATCH CONT FTG REINF
PIPE, SEE MECH. PROVIDE
SLEEVES AROUND ALL PIPES
PASSING THROUGH WALL AND
FOOTINGS
CONCRETE FOOTING, SEE
PLAN AND SCH
#5 X CONT BAR
CONCRETE SLAB ON
GRADE, SEE PLAN
CONCRETE FOOTING,
SEE PLAN AND SCHED
8"
WALL BEYOND
FIELD BEND VERT WALL
REINFORCING INTO SLAB
(3) #3 TIES AT 3" O.C. AND
10" O.C. REMAINDER
FOOTING PER PLAN AND SCH
CONC. COL PER PLAN WITH (4)
#5 VERTICAL REBAR BENT INTO
FOOTING
6X6 DF #2 OR BETTER WOOD COLUMN
SIMPSON PBS66 POST BASE
2x6 @ 16" O.C. (SEE PLAN)
S.N.
SHEATHING PER PLANB.N.
E.N.JOIST PER PLAN
"ITS" HGR
P.T. 2x SILL PL MATCH CONC. WALL
WIDTH w/ 5/8" DIA. x10" ANCHOR BOLT
SEE SCHEDULE AND PLAN
3"
NATIVE SOIL OR COMPACTED TO
95% MOD. PROCTOR, UNLESS
OTHERWISED NOTED IN
GEOTECH REPORT
PE
R
A
R
C
H
PE
R
A
R
C
H
CR
A
W
L
S
P
A
C
E
CONC. WALL PER PLAN
BEND CONCRETE VERT.
REBAR INTO FOOTING MAT
FOOTING PER PLAN
PE
R
A
R
C
H
CR
A
W
L
S
P
A
C
E
FI
E
L
D
V
E
R
I
F
Y
FR
O
S
T
D
E
P
T
H
2x6 @ 16" O.C. (SEE PLAN)
S.N.
SHEATHING PER PLANB.N.
E.N.JOIST PER PLAN
P.T. 2x SILL PL MATCH CONC. WALL
WIDTH w/ 5/8" DIA. x10" ANCHOR BOLT
SEE SCHEDULE AND PLAN
CONC. WALL PER PLAN
3"
NATIVE SOIL OR COMPACTED TO
95% MOD. PROCTOR, UNLESS
OTHERWISED NOTED IN
GEOTECH REPORT
PE
R
A
R
C
H
TJI BLK'G @ 48" O/C/ W "ITS" HGR
BEND CONCRETE VERT. REBAR
INTO FOOTING MAT
FOOTING PER PLAN
PE
R
A
R
C
H
CR
A
W
L
S
P
A
C
E
FI
E
L
D
V
E
R
I
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Y
FR
O
S
T
D
E
P
T
H
TYP
3"
WALL ABV WHERE
OCCURS, SEE PLAN
FLOOR SHEATHING, SEE
PLAN AND SCHEDULE
FLOOR JOIST, SEE PLAN
TY
P
3"
CONC FOOTING, SEE PLAN
AND SCHEDULE
1/2" DIA X 10" J BOLT
@ 48" O.C.
2X4 STUD PONY
WALL @ 24" O.C.
2X TREATED SILL PLATE
FULL HEIGHT JOIST
BLOCKING ABV ALL PONY
WALLS
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
1712 CABALLERO DR.
AMMON, IDAHO 83406
(208) 932-2720
WWW.NOESIS.US
DRAWN BY DATE
DESIGNED BY DATE
CHECKED BY DATE
AL
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SA
F
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NOESIS ENGINEERING
SERVICES, P.C.
THIS DOCUMENT WAS ELECTRONICALLY SIGNED. THE DIGITAL
CERTIFICATE IS IDENTIFIED ON THE 1ST PAGE OF THE ORIGINAL
FILE. THE ORIGINAL DOCUMENT IS LOCATED AT NOESIS
ENGINEERING SERVICES, PC HOME OFFICE SERVER UNDER THE
JOB NUMBER FOLDER/7.0 ORIGINAL DOCUMENTS.
DKB
6/5/2023 9:39:51 AM
6/5/2023 9:39:51 AM
6/5/2023 9:39:51 AM
FOUNDATION DETAILS
S-501
CORCORAN 6 UNIT
358 S. 3RD WEST REXBURG,
ID 83440
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DAREN WARDRELL
1 CONDITION AT PIPE PARALLEL TO CONCRETE FOOTING 2 CONDITION AT PIPE PERP. TO CONC. FTG.
4 CONCRETE FOUNDATION AT WOOD WALL OPENING
3 CONCRETE COLUMN
No. Description Date
5 FOUNDATION WALL @ DROPPED JOIST I 6 FOUNDATION WALL @ DROPPED JOIST II 7 PONY WALL DETAIL
06/05/2023
FLOOR BOUNDARY NAILING
FLOOR SHEATHING,
SEE PLAN
WOOD JOIST, SEE PLAN
CONTINUOUS RIM
SHEARWALL
EDGE NAILING
DOUBLE TOP PLATE
BOARD
WALL ABOVE, WHERE
OCCURS, SEE PLAN
WOOD STUD WALL,
SEE PLAN
WALL SHEATHING,
SEE PLAN
SIMPSON 'A34' AT 24" O.C.
SIMPSON HANGER
FLOOR BOUNDARY NAILING
FLOOR SHEATHING,
SEE PLAN
WOOD JOIST, SEE PLAN
CONTINUOUS RIM
SHEARWALL
EDGE NAILING
DOUBLE TOP PLATE
BOARD
WALL ABOVE, WHERE
OCCURS, SEE PLAN
WOOD I-JOIST BLOCK
AT 48" O.C.
WOOD STUD WALL,
SEE PLAN
WALL SHEATHING,
SEE PLAN
SIMPSON 'A34' AT 24" O.C.
WOOD JOIST, SEE PLAN
FLOOR SHEATHING,
SEE SCHEDULE
FULL HEIGHT JOIST
BLOCKING BETWEEN
EACH JOIST
FLOOR BOUNDARY NAILING,
SEE SCHEDULE
16d NAIL AT 6" O.C.
DOUBLE TOP PLATE
WALL FINISH, SEE ARCH HEADER WHERE OCCURS,
SEE PLAN
WOOD STUD WALL,
SEE PLAN
BEAM,
SEE PLAN
WOOD COL,
SEE PLAN
SIMPSON PC6Z
POST CAPS
IF BEAM IS SPLIT AT COLUMN, BEAM
END/BEGINNING SHALL OCCUR AT THE
CENTER OF COLUMN
NOTE: LENGTH OF THICKENED
SLAB = DISTANCE BETWEEN
STAIR STRINGER + 12"
GALVANIZED C10X15.3 STAIR STRINGER
(2) #4 BARS x CONT.
1' - 4"
6"
1/2" PLATE
ALL SIDES(2) SIMPSON 3/4"Ø x 6.5" TITEN HD
OR 3/4"Ø F1554 ALL-THREAD WITH
SIMPSON SET-XP EPOXY
GALVANIZED C10X15.3 STRINGERS
METAL STAIR TREAD WITH (2) 1/2" DIA. BOLTS
HANDRAIL PER ARCH PLANS
SEE 2/S-505 FOR
THICKENED SLAB AT STAIR
P.T. 6X12 BEAM
P.T. FLOOR JOISTS PER PLAN
FLOOR SHEATHING PER PLAN
3/8" PLATE WITH (3) 5/8" BOLTS
PROFILE VIEW SECTION A-A
2
1
/
2
"
2
1
/
2
"
STAIR TREND WIDTH
3' - 3 1/2"
A
A
ALL SIDES
1/4
3-1/2" X 11-1/2" X 3/8" GALVANIZED PLATE WITH (3) 5/8" BOLTS
GALVANIZED C10X15.3 STRINGERS
P.T. 6X12 BEAM
3 1/2"
11
1
/
2
"
3"
CARRIER PLATE
C,
2
-
1
/
4
"
D,
3
/
4
"
G, 4"F, 7"E, 1-1/8"
A,
3
"
GRATING NOSING
B, 12-1/8"
1-7/16" X 7/16" SLOT 7/16" DIA. BOLT HOLE
A, HEIGHT OF CARRIER PLATE
B, WIDTH OF CARRIER PLATE
C, CENTER OF 1-7/16" X 7/16" SLOT AND CENTER OF 7/16" DIAMETER BOLT HOLE TO
TOP EDGE OF CARRIER PLATE / SURFACE OF STAIR TREAD
D, CENTER OF 1-7/16" X 7/16" SLOT AND CENTER OF 7/16" DIAMETER BOLTH HOLE TO
BOTTOM EDGE OF CARRIER PLATE
E, CENTER OF 7/16" DIAMETER BOLT TO NEAREST EDGE OF CARRIER PLATE HEIGHT
F, CENTER 1-7/16" X 7/16" SLOT TO CENTER OF 7/16" DIAMETER BOLT HOLE
G, CENTER OF 1-7/16" X 7/16" SLOT TO NEAREST EDGE OF CARRIER PLATE HEIGHT
STEEL BB HGT, 1-1/2" -2-1/2"
ALUM BB HGT, 1"-2-1/2"
NOSING WIDTH, 1-1/4"
GRATING WIDTH, 10-7/8"
NO. OF BB, 10
TREAD WIDTH, 12-1/8"
CARRIER PLATE NO., CP-BG-1230
STAIR TREAD AND CARRIER PLATE END VIEW
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
1712 CABALLERO DR.
AMMON, IDAHO 83406
(208) 932-2720
WWW.NOESIS.US
DRAWN BY DATE
DESIGNED BY DATE
CHECKED BY DATE
AL
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NOESIS ENGINEERING
SERVICES, P.C.
THIS DOCUMENT WAS ELECTRONICALLY SIGNED. THE DIGITAL
CERTIFICATE IS IDENTIFIED ON THE 1ST PAGE OF THE ORIGINAL
FILE. THE ORIGINAL DOCUMENT IS LOCATED AT NOESIS
ENGINEERING SERVICES, PC HOME OFFICE SERVER UNDER THE
JOB NUMBER FOLDER/7.0 ORIGINAL DOCUMENTS.
DKB
6/5/2023 9:41:17 AM
6/5/2023 9:41:17 AM
6/5/2023 9:41:17 AM
FLOOR FRAMING DETAILS
S-510
CORCORAN 6 UNIT
358 S. 3RD WEST REXBURG,
ID 83440
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DAREN WARDRELL
2 WOOD FLOOR BEARING PERP. TO EXT. WOOD STUD WALL 3 WOOD FLOOR BEARING PARRALLEL TO EXT. WOOD STUD WALL 4 WOOD FLOOR BEARING AT INTERIOR WOOD STUD WALL1WOOD BEAM @ WOOD COLUMN
No. Description Date
5 THICKENED SLAB AT STAIR
6 STAIR DETAIL1
7 CP-BG-1230 BAR GRATING END PLATE
06/05/2023
TOP PLATE SPLICE
CL SIMPSON STRAP
EACH SIDE
DOUBLE TOP PLATE
PIPE AND STRAP
TYP WALL STUDS
VERIFY SIZE AND LOCATION WITH ARCH,
MECH, AND ELECTRICAL DRAWINGS
HOLE SIZE STRAPS
NONE REQUIRED
ST2122 WITH (4) 16d
NAILS EACH END
ST2215 WITH (6) 16d
NAILS EACH END
GREATER THAN
STUD WIDTH
GREATER THAN 1/3 AND LESS
THAN OR EQUAL TO 2/3 STUD WIDTH
LESS THAN OR EQUAL TO
1/3 STUD WIDTH
PRE-FABRICATED WOOD
TRUSS
SIMPSON 'H2.5' AT
EACH TRUSS AND (3)
16d NAILS
DOUBLE TOP PLATE
WOOD STUD WALL,
SEE PLAN
PLYWOOD SHEAR WALL
(WHERE OCCURS,
SEE PLAN)
EDGE NAILING,
SEE PLAN
2x CONT FACIA BOARD,
SEE ARCH
ROOF SHEATHING,
SEE PLAN
ROOF BOUNDARY NAILING,
IN SOLID FULL HEIGHT
BLOCKING, SEE PLAN
2X FACIA BOARD,
SEE ARCH
ROOF EDGE NAIL, SEE SCH
ROOF EDGE NAIL INTO
SOLID BLOCKING
SIMPSON LUS24 INSTALLED
UPSIDE DOWN
2X4 OUTLOOKER @ 24"
O.C., CONTINUOUS OVER
GABLE, TYP
SIMPSON H1 @ EA
OUTLOOKER
WALL SHEATHING,
SEE PLAN & SCH
WALL SHEATHING EDGE
NAIL, SEE PLAN & SCH
WALL TOP PLATE,
SEE DETAIL
WOOD HEADER WHERE
OCCURES, SEE PLAN
WOOD WALL, SEE PLAN
ROOF SHEATHING,
SEE SCH
2X BLOCK @ WALL BRACE
1
1 MIN
SIMPSON A34 @24" O.C.
2X4 KICKER @ 4'-0" CENTERS
W/ (3) 16d NAILS EA END AND
(2) 16d NAILS @
INTERMEDIATE TRUSSES
SOLID BLOCKING ABV
BEAM W/ PLYWOOD
SHIMS AS RQRD
FLOOR SHEATING PER PLAN
P.T. 6X8 WOOD BEAM
CONNECTED TO COLUMN
WITH SIMPSON HUC66 OR
SIMPSON CJT3Z
WOOD WALL,
SEE PLAN
6X6 DF #2 OR BETTER COLUMN
S-501
3 Typ
S-501
5 Sim
CONCRETE SLAB ON
FLOOR JOIST PER PLAN
FLOOR SHEATING PER PLAN
FLOOR JOIST PER PLAN
P.T. 2X6 DF#2 OR BETTER AT 16" O.C. W/
SIMPSON LU26 HANGERS OR EQUAL
S-510
2 Typ
P.T. 2X6 DF#2 LEDGER, CONNECTED TO
BUILDING WITH (2) SIMPSON SDWS
TIMBER SCRES EXTERIOR GRADE
SDWS22400DB @ 16" O.C.
PRE-FABRICATED WOOD
TRUSS
P.T. 6X8 WOOD BEAM
CONNECTED TO COLUMN
WITH SIMPSON HUC66 OR
SIMPSON CJT3Z
6X12 WOOD BEAM,
CONNECTED TO IN-WALL
COLUMN WITH SIMPSON
HUC612 OR SIMPSON CJT3Z,
CONNECTED TO POST WITH
SIMPSON PC6Z
S-510
1 Typ
S-520
4 Typ
S-520
2 Typ
PRE-FABRICATED WOOD
TRUSS
SIMPSON 'H2.5' AT
EACH TRUSS AND (3)
16d TOENAILS
WOOD BEAM
2x CONT FACIA BOARD,
SEE ARCH
ROOF SHEATHING,
SEE PLAN
ROOF EDGE NAILING, IN
SOLID FULL HEIGHT
BLOCKING, SEE PLAN
SIMPSON A35 @ 24"O.C.
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
1712 CABALLERO DR.
AMMON, IDAHO 83406
(208) 932-2720
WWW.NOESIS.US
DRAWN BY DATE
DESIGNED BY DATE
CHECKED BY DATE
AL
W
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S
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SA
F
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T
Y
NOESIS ENGINEERING
SERVICES, P.C.
THIS DOCUMENT WAS ELECTRONICALLY SIGNED. THE DIGITAL
CERTIFICATE IS IDENTIFIED ON THE 1ST PAGE OF THE ORIGINAL
FILE. THE ORIGINAL DOCUMENT IS LOCATED AT NOESIS
ENGINEERING SERVICES, PC HOME OFFICE SERVER UNDER THE
JOB NUMBER FOLDER/7.0 ORIGINAL DOCUMENTS.
DKB
6/5/2023 9:40:04 AM
6/5/2023 9:40:04 AM
6/5/2023 9:40:04 AM
ROOF FRAMING DETAILS
S-520
CORCORAN 6 UNIT
358 S. 3RD WEST REXBURG,
ID 83440
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DAREN WARDRELL
1 TOP PLATE SPLICE AT PIPE 2 WOOD TRUSS BEARING AT WOOD STUD WALL
3 GABLE END FRAMING
5 SECTION VIEW OF FRONT PORCH AND SECOND FLOOR
No. Description Date
4 WOOD TRUSS BEARING AT WOOD BEAM
06/05/2023
MARK
MAX.
DESIGN LOAD
@ T.O.F. No.SIZE LENGTH SPACING
REINFORCING CROSSWISE REINFORCING LENGTHWISE
No.SIZE LENGTH SPACING
FS2.5 7,500 LB3#4 EQ
FS2.75 9,075 LB3#4 EQ
FS1.5 2,700 LBEQ
CONCRETE FOOTING NOTES:
1. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE 3,000 PSI
2. PLACE ALL FOOTING REINFORCING IN THE BOTTOM OF THE FOOTING WITH 3" CLEAR CONCRETE COVER (UNO).
3. TOP REINFORCING, WHERE OCCURS, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER.
4. IF FOOTINGS ARE EARTH-FORMED, FOOTINGS SHALL BE 6" LONGER AND WIDER THAN SCHEDULED.
5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
6. SOME SCHEDULED FOOTINGS MAY NOT BE USED, SEE FOOTING AND FOUNDATION PLAN FOR FOOTING MARKS.
7. THIS SCHEDULE ASSUMES A SOIL BEARING PRESSURE OF 1,500 PSF
8. INFORMATION PROVIDED HERE IS DESIGNED BY NES AND MAY ONLY BE USED BY PERMISSION.
9. THIS SCHEDULE WAS ADOPTED AS PART OF NES STANDARDS IN JULY 2018, FULL CALCULATION PACKAGE ON FILE IN NES MAIN OFFICE.
EQ
EQ
CONCRETE FOOTING SCHEDULE
WIDTH
2'-6"
2'-9"
1'-6"
LENGTH DEPTH
10"
10"
10"
FS1.75 3,675 LBEQ1'-9" 10"
FS2.0 4,800 LBEQ2'-0" 10"
FS2.25 6,075 LBEQ2'-3" 10"
FS3.0 10,800 LB4#4 EQEQ3'-0" 10"
2'-6"
2'-9"
1'-6"
1'-9"
2'-0"
2'-3"
3'-0"
2 #4
2 #4
3#4
3#4
2'-6"
1'-6"
1'-9"
2'-0"
2'-3"
1'-0"
1'-3"EQ
EQ
EQ
EQ
3#4
3#4
4#4
2#4
2#4
3#4
3#4
2'-6"
1'-6"
1'-9"
2'-0"
2'-3"
1'-0"
1'-3"
FC1.5 2,000 LB/FTEQ1'-6" 10"
FC1.75 2,400 LB/FTEQ1'-9" 10"
1 #4
#4CONT
CONT #5 12" O.C.2
2CONT
CONT
FC1.3 1,800 LB/FTEQ1'-4" 10"#4CONT 2 CONT
1'-2"
1'-3"
1'-0"
1 #5 12" O.C.
1 #4 12" O.C.
DIAGRAM
DEPTH
COLUMN SHALL APPLY FORCE
IN CENTER UNLESS OTHERWISE
NOTED
W I D T HLEN
GTH
REINFORCING
LENGTHWISE
REINFORCING
CROSSWISE
DEPTH
WALL (OR COLUMN) SHALL
APPLY FORCE IN CENTER
UNLESS OTHERWISE NOTED
W I D T HLENGTH
REINFORCING
LENGTHWISE
REINFORCING
CROSSWISE
LC
.
COMMENTSTOP AND BOTTOM WALL TYPEHORIZONTAL
REINFORCINGMARKTHICKNESSVERTICAL
6"
THICKNESS
12"
10"
8"
#4 BARS AT 18" O.C. E.F.
#4 BARS AT 16" O.C.
#4 BARS AT 18" O.C.
#4 BARS AT 18" O.C.
VERTICAL REINFORCING
SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
2.
1.
CONCRETE FOUNDATION WALL NOTES:
#4 BARS AT 16" O.C. E.F.
#5 BARS AT 15" O.C.
#4 BARS AT 12" O.C.
#4 BARS AT 16" O.C.
HORIZONTAL REINFORCING
CONCRETE FOUNDATION WALLS NOT DESIGNATED ON PLANS SHALL BE REINFORCED AS FOLLOWS:
CONCRETE WALL SCHEDULE
TYPE 'D'
VERTICAL
TYPE 'C'
REINFORCING
REINFORCING
HORIZONTAL
TYPE 'B'
VERTICAL
REINFORCING
HORIZONTAL
TYPE 'A'
REINFORCING
WALL REINFORCING PLACEMENT TYPES:
ABBREVIATIONS:
E.F.
I.F.
O.F.
EACH FACE
INSIDE FACE
OUTSIDE FACE
IN
S
I
D
E
FA
C
E
6"
10"
8"
#4 BARS AT 16" O.C.
#4 BARS AT 18" O.C.
#4 BARS AT 18" O.C.#4 BARS W/IN 12" FROM
TOP AND AT 1/3 POINTS
UNLESS OTHERWISE NOTED
(1) #4 BAR
(1) #4 BAR
(1) #4 BAR
IN
S
I
D
E
FA
C
E
1 1/2"
'A'
'A'
'A'
1 1/2"
CW-8
CW-6
CW-10
CONCRETE WALLS
BAR AT CORNER
TO MATCH VERT WALL
REINFORCING
(2) BARS AT INTER.
TO MATCH VERT
WALL REINFORCING
CORNER BAR(S)
CONCRETE WALL, SEE
PLAN AND SCHEDULE
BEND NORMAL WALL REINFORCING
OR PROVIDE BAR OF SAME
SIZE AND SPACING WITH LAP
AS PER GENERAL STRUCTURAL
NOTES, TYPICAL
CORNER BARS
CONCRETE WALL,
SEE PLAN AND SCHEDULE
BAR AT INTERSECTION
TO MATCH VERT WALL
REINFORCING
CORNER BAR
(2) BARS AT CORNER
TO MATCH VERT WALL
REINFORCING
t
0.
5
t
0.
5
t
0.
2
5
t
0.15t
0.
2
5
t
CONTROL JOINT
CONSTRUCTION JOINT
SLOPE = 1:3
EDGE EACH SIDE OF
JOINT WITH 1/8" RADIUSCONCRETE SLAB ON
GRADE, SEE PLAN
WITHIN FIRST 12 HOURS
OF SLAB POUR
CONCRETE SLAB ON
GRADE, SEE PLAN
t
4" MIN. 3/4" CRUSHED
GRAVEL COMPACTED
TO 95% OF MODIFIED
PROCTOR (ASTM-D1557)
4" MIN. 3/4" CRUSHED
GRAVEL COMPACTED
TO 95% OF MODIFIED
PROCTOR (ASTM-D1557)
COMPACTED STRUCTURAL FILL
OR COMPETENT UNDISTURBED
NATIVE SOIL
COMPACTED STRUCTURAL FILL
OR COMPETENT UNDISTURBED
NATIVE SOIL
CONTROL OR
CONSTRUCTION JOINTS
STEEL COLUMN, SEE PLAN
AND SCHEDULE
CONCRETE BLOCKOUT
DEPRESSED CONCRETE
SLAB
(2) #4 x 4'-0" BARS WHERE
CONTROL/ CONSTRUCTION JOINTS
DO NOT EXTEND FROM CORNERS
OF CONCRETE BLOCKOUTSAT
BUILDING COLUMNS
(2) #4 x 4'-0" BARS WHERE
CONTROL/ CONSTRUCTION JOINTS
INTERSECT BUT DO NOT CONTINUE
BEYOND INTERSECTION
(2) #4 x 4'-0" BARS AT EACH CORNER
OF DEPRESSED SLAB WHERE
CONTROL/CONSTRUCTION JOINTS DO
NOT EXTEND FROM CORNER
CONTROL OR
CONSTRUCTION JOINT
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
1712 CABALLERO DR.
AMMON, IDAHO 83406
(208) 932-2720
WWW.NOESIS.US
DRAWN BY DATE
DESIGNED BY DATE
CHECKED BY DATE
AL
W
A
Y
S
T
H
I
N
K
SA
F
E
T
Y
NOESIS ENGINEERING
SERVICES, P.C.
THIS DOCUMENT WAS ELECTRONICALLY SIGNED. THE DIGITAL
CERTIFICATE IS IDENTIFIED ON THE 1ST PAGE OF THE ORIGINAL
FILE. THE ORIGINAL DOCUMENT IS LOCATED AT NOESIS
ENGINEERING SERVICES, PC HOME OFFICE SERVER UNDER THE
JOB NUMBER FOLDER/7.0 ORIGINAL DOCUMENTS.
DKB
6/5/2023 9:40:10 AM
6/5/2023 9:40:10 AM
6/5/2023 9:40:10 AM
SCHEDULES
S-601
CORCORAN 6 UNIT
358 S. 3RD WEST REXBURG,
ID 83440
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DAREN WARDRELL
2 HOLDDOWN SCHEDULE
1 CONC. FOOTING SCHEDULE
3 CONC. WALL SCHEDULE
4 TYP CORNER WALL REINFORCING
7 TYP SLAB ON GRADE JOINT DETAIL
5 LOCATIONS REQUIRING ADDITIONAL SLAB REINFORCING1
No. Description Date
06/05/2023
MINIMUM NAILING SCHEDULE
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"O.C.
BRIDGING TO JOIST, TOENAIL EACH END (2) 8d
BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOE NAIL (3) 8d
RIM JOIST TO TOP PLATE, TOE NAIL 8d AT 6" O.C.
COLLAR TIE TO RAFTER, FACE NAIL (3) 10d
JACK RAFTER TO HIP, TOE NAIL (3) 10d
FACE NAIL (2) 16d
ROOF RAFTER TO 2x RIDGE BEAM, TOE NAIL (2) 16d
FACE NAIL (2) 16d
JOIST TO BAND JOIST, FACE NAIL (3) 16d
LEDGER STRIP, FACE NAIL (3) 16d
TOP PLATE TO STUD, END NAIL (2) 16d
DOUBLE STUDS, FACE NAIL 16d AT 24" O.C.
DOUBLED TOP PLATES, FACE NAIL 16d AT 16" O.C.
TOP PLATES, LAPS & INTERSECTION, FACE NAIL (2) 16d
CONTINUOUS HEADER, TWO PIECES 16d AT 16" O.C. ALONG EACH EDGE
CEILING JOISTS TO PLATE, TOE NAIL (3) 8d
CONTINUOUS HEADER TO STUD, TOENAIL (4) 8d
CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL (3) 16d
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL (3) 16d
RAFTER TO PLATE, TOENAIL (3) 8d
1" BRACE TO EACH STUD & PLATE, FACE NAIL (2) 8d
BUILT-UP CORNER STUDS 16d AT 24" O.C.
BUILT-UP GIRDER & BEAMS 20d AT 32" O.C. AT TOP, BOTTOM,
AND STAGGERED. (2) 20d AT ENDS
AND AT EACH SPLICE.
PLYWOOD & PARTICLEBOARD:
SUBFLOOR, ROOF & WALL SHEATHING (TO FRAMING)*
1/2" AND LESS 8d
19/32" -3/4"8d OR 10d
7/8" -1"8d
1 1/8" -1 1/4"8d OR 10d
COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING)*
3/4" AND LESS 6d
7/8" - 1"8d
1 1/8" -1 1/4"8d OR 10d
CONNECTION NAILING
*NAILS SPACED AT 6" O.C. AT EDGES, 12" O.C. AT INTERMEDIATE SUPPORTS (EXCEPT WHERE SPANS ARE 48" OR
MORE, THEN SPACE AT 6" O.C. AT SUPPORTS). FOR NAILING OF DIAPHRAGMS AND SHEAR WALLS, REFER TO
SHEARWALL SCHEDULE.
MINIMUM NAILING NOTES:
1. NAILING SCHEDULE IS PER TABLE 2304.10.1 OF THE I.B.C. 2018.
2. NAILING REQUIREMENTS SHOWN HERE DO NOT REPLACE HARDWARE SHOWN ON THE PLANS OR DETAILS.
3. ALL NAILS USED ARE COMMON NAILS.
4. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
SHEATHING SCHEDULE AT ROOF AND FLOOR
THICKNESS
WOOD SHEATHINGLOCATION CONT EDGE NAIL
BOUNDARY COMMENTSEDGE
BLOCK
FIELD
NAILOTHER EDGE
EDGE NAILNAIL
SIZE
NO6 IN8d7/16" 24/0ROOF 6 IN
1/8" GAP AT END JOINTS
1/
1
6
"
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CENTER EDGES OF
PLYWOOD ON JOISTS
AND BLOCKS
EDGE NAIL, OTHER
EDGE
FIELD NAILING
BOUNDARY NAILEDGE BLOCKING WHERE
REQ'D, LAY FLAT (UNO)
SHEATHING. STAGGER
JOINTS AND ALTERNATE
GRAIN DIRECTIONS
EDGE NAIL CONTINUOUS
EDGE (WHEN BLOCKING
IS REQUIRED)
NO6 IN10d23/32" OSB (48/24)FLOOR 6 IN
LEDGER
WALL (WHERE
OCCURS), SEE
PLAN
SHEATHING NOTES:
1. MINIMUM NAIL PENETRATION INTO FTAMING: 8d-1 1/2", 10d- 1 5/8".
2. USE COMMON NAILS (8d DIAMETER = 0.131", 10d DIAMETER = 0.148".
3. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
12 IN
12 IN
6 IN
6 IN
SECTION
HEADER BEARING SCHEDULE FOR 2x STUD WALL
HEADER SPAN
MAXIMUMHEADERMARK
JAMB
COMMENTS
KING STUDSBEARING STUDS
2x WALL STUDS, TYP
2x CONT PLATE
WOOD HEADER. (3) 2x's
WITH 1/2" FILLER
TRIM STUD(S)
KING STUD(S)
16d NAILS @ 1.5"
O.C. (MIN. 4) EACH
END OF HEADER
WH-1
(3) 2X10 DF #2 OR BETTER ----WH-2
WH-3 ----
(1) 2X6
(2) 2X6
(1) 2X6
(1) 2X6
NOTE: MEMBER SIZES SHOWN ARE MINIMUM DEPTHS AND WIDTHS
(3) 2X12 DF #2 OR BETTER
(2) 2X10 DF #2 OR BETTER ----(1) 2X6 (1) 2X6
EDGE NAILING, TYP
FIELD NAILING, TYP
BLOCKING. BLOCK
ALL JOINTS
WALL STUDS
HOLDOWN WHERE
OCCURS
FLOOR SLAB OR
FOUNDATION WALL
1/8" GAP AT END JOINTS
SI
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S
WOOD SHEATHING SHEARWALL SCHEDULE
TOPMARK COMMENTSSTUDS
WALL FRAMING
BOTTOM PLATE ANCHORS
STUD &
BLOCK AT
JOINTS
WALL SHEATHING
THICKNESS EDGE NAIL FIELD NAIL
WOOD SHEATHING SHEARWALL NOTES:
1. PROVIDE 3/16"x2"x0'-2" WASHER PLATES AT BOLTS.
2. WHERE CALLED FOR ON SCHEDULE, USE COMMON NAILS. GALVANIZED NAILS SHALL BE HOT-DIPPED OR TUMBLED.
3. ANCHOR BOLTS SHALL HAVE A 7" MINIMUM EMBEDMENT INTO CONCRETE AND TERMINATE WITH A 3" STANDARD 90° HOOK.
4. WHERE STUDS ARE CUT FOR PLACEMENT OF ANCHOR BOLTS OR OTHER ELEMENTS, AN ADJACENT STUD SHALL BE ADDED.
5. WHERE WOOD SHEATHING IS APPLIED TO BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BEOFFSET TO FALL ON DIFFERENT
FRAMING MEMBERS, OR FRAMING MEMBER SHALL BE 3" OR THICKER AND NAILS ON EITHER SIDE SHALL BE STAGGERED.
6. PRE-DRILLED HOLES ARE REQUIRED AT 20d NAILS.
7. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
8. ALL WOOD SHEAR WALLS GREATER THAN 16' TALL SHALL HAVE ALL PANEL EDGED BLOCKED AND NAILED AT EDGE NAIL SPACING
FASTENER
TYPEPLATE
BOTTOM
PLATE
SW-1 2x6 AT 16" O.C.(2) 2x6 2x6 5/8"∅A.B. AT 48" O.C.2x 7/16"NAILS 6" O.C.12" O.C.
1/
1
6
"
G
A
P
A
T
WOOD WALL SHEATHING
ALTERNATE DIRECTION OF
WOOD GRAINS. AT
CONTRATOR'S OPTION,
SHEATHING MAY BE
INSTALLED VERTICALLY
CENTER EDGES OF PLYWOOD
ON STUDS AND BLOCKS
WOOD SILL (ANCHOR BOLTS
AND NAILING NOT SHOWN)
JOINT STUD
NOTE 8
FASTENER
SIZE
8d
SW-3 2x6 AT 16" O.C.(2) 2x6 2x6 5/8"∅A.B. AT 48" O.C.2x 7/16"NAILS 3" O.C.12" O.C.NOTE 88d
12"12"
2"
M
A
X
2"
M
A
X
DOUBLE 2x IN 6" STUD WALL
DOUBLE 2x TRIPLE 2x
QUADRUPLE 2x
1/2"∅THRU-BOLT AT
24" O.C. -STAGGERED
16d NAILS AT 12" O.C.
EA SIDE -STAGGERED
16d NAILS AT 12" O.C.
EA SIDE -STAGGERED
4'-0" MINIMUM LAP
TOP PLATE SPLICE
SPLICE BOTTOM PL
OVER STUD
(2) 16d AT 4" O.C.
((24) 16d MIN EA
SIDE OF EA SPLICE)
TYPICAL WALL STUDS
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
1712 CABALLERO DR.
AMMON, IDAHO 83406
(208) 932-2720
WWW.NOESIS.US
DRAWN BY DATE
DESIGNED BY DATE
CHECKED BY DATE
AL
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NOESIS ENGINEERING
SERVICES, P.C.
THIS DOCUMENT WAS ELECTRONICALLY SIGNED. THE DIGITAL
CERTIFICATE IS IDENTIFIED ON THE 1ST PAGE OF THE ORIGINAL
FILE. THE ORIGINAL DOCUMENT IS LOCATED AT NOESIS
ENGINEERING SERVICES, PC HOME OFFICE SERVER UNDER THE
JOB NUMBER FOLDER/7.0 ORIGINAL DOCUMENTS.
DKB
6/5/2023 9:40:15 AM
6/5/2023 9:40:15 AM
6/5/2023 9:40:15 AM
SCHEDULES
S-602
CORCORAN 6 UNIT
358 S. 3RD WEST REXBURG,
ID 83440
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DAREN WARDRELL
1 MINIMUM NAILING SCHEDULE
2 SHEATHING SCHEDULE AT ROOF AND FLOOR
3 WOOD HEADER SCHEDULE
4 WOOD SHEATHING SHEARWALL SCHEDULE
5 WOOD BUILT-UP BEAM DETAILS
6 TOP PLATE SPLICE
No. Description Date
06/05/2023
R
CO
SD
DM
VS
120V RECEPTACLE
LIGHT SWITCH
VACANCY SENSOR
DIMMER
RECESSED LED ICAT FIXTURE
SURFACE MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
FAN W/ HUMIDISTAT CONTROL
FAN-LIGHT W/ HUMIDISTAT CONTROL
SMOKE ALARM 110v w/BATTERY BACKUP
C0 ALARM 110v w/BATTERY BACKUP
SURFACE MOUNTED LED "SHOP" LIGHT
CEILING FAN
UP
MINI-SPLIT
CEILING
CASSETTE
MINI-SPLIT
CEILING
CASSETTE MINI-SPLIT
CEILING
CASSETTE
MINI-SPLIT
CEILING
CASSETTE
MINI-SPLIT
CEILING
CASSETTE
MINI-SPLIT
CEILING
CASSETTEUNDER
FLOOR
WH
UNDER
FLOOR
WH
UNDER
FLOOR
WH
22X24 UNDER
FLOOR ACCESS
22X24 UNDER
FLOOR ACCESS
DRYER VENT
W/DAMPER
DRYER VENT
W/DAMPER
DRYER VENT
W/DAMPER
R
R
GFCI
GFCI
GFCIGFCIGFCI
GFCI GFCI GFCI
GFCIGFCI
GFCI
GFCI
GFCI GFCI GFCI
GFCIGFCI GFCI
GFCI
SD
SD
SD
SD
SD
SD
SD
SD
3
3
EP
EP
EP
BEDROOM
BATH
LIVING
KITCHEN
BEDROOM
BEDROOM
CLOSET
CLOSET
BATH
LIVING
LIVING
BEDROOM
CLOSET
CLOSET
BEDROOM
BATH
KITCHEN
KITCHEN
FIRE RISER
(6) 100
AMP METER
ELEC MAIN
FIRE ALARM
PANEL
HOUSE
PANEL
CLOSET
ELECTRIC
HEATER
DN
MINI-SPLIT
CEILING
CASSETTE
MINI-SPLIT
CEILING
CASSETTE
MINI-SPLIT
CEILING
CASSETTE
MINI-SPLIT
CEILING
CASSETTE
MINI-SPLIT
CEILING
CASSETTE
MINI-SPLIT
CEILING
CASSETTE
WH
WH
WH
WH
WH
WH
DRYER VENT
W/DAMPER
DRYER VENT
W/DAMPER
3
33
3
3
SD
SD
SD
SD
SD
SD
SD
SD
GFCI
GFCIGFCIGFCI
GFCIGFCIGFCI
GFCI
GFCI
GFCI GFCI
GFCIGFCIGFCI
GFCI GFCI GFCI
GFCI
GFCI
R
R
R R R
EP
EP
EP
CLOSET
CLOSET
KITCHEN
LIVING
BEDROOM
BEDROOM
BEDROOM BEDROOM
BEDROOM
LIVING
LIVING
BATH
BATH
BATH
KITCHEN
KITCHEN
DECK
CLOSET
FR
REVISIONS
SHEET:
SCALE:
DATE:
11
6/7/2023
1ST FLOOR ELECTRICAL PLAN
SCALE: 1/4" = 1'
ELECTRICAL NOTESELECTRICAL NOTES
a.A grounding electrode shall be provided per [CEC Article 250-50].
b.Provide two or more 20-amp small-appliance circuits to serve all countertop, wall and floor
receptacles in the kitchen, pantry, breakfast room, dining room, or similar areas. Receptacle
outlets shall be installed at each wall, island and peninsular counter space in kitchens and dining
rooms per the requirements found in [CEC Article 210.52 (B) and (C)]. Such circuits shall have
no other outlets.
c.At least one 20-ampere branch circuit shall be dedicated to supply bathroom receptacles. At
least one receptacle is required within 3-ft of each basin. [CEC Articles 210.11(C)(3)] [CEC
210.52(D)]
d.Where the 20-ampere circuit supplies a single bathroom, outlets for other equipment within the
same bathroom shall be permitted to be supplied in accordance with [CEC Article 210.23(A)(1)
and (A)(2)].
e.At least one additional 20-ampere branch circuit shall be dedicated to supply laundry receptacle
outlet(s) required by [CEC Articles 210-11(C)(2) & 210-52(F)]. This circuit shall have no other
outlets.
f.Receptacle outlets shall be installed so that no point along the floor line in any wall space is more
than 6-ft measured horizontally from an outlet in that space. Receptacle outlets are required in
walls 2-ft or greater. Hallways of 10-ft or more in length shall have at least one receptacle
outlet. [CEC Art. 210.52(A) and (H)]
g.Tamper-Resistant Receptacles in Dwelling Units. In all areas specified in 210.52, all 125 volt, 15
and 20 ampere receptacles shall be listed as tamper-resistant receptacles. [CEC 406.12]
h.Light fixtures that weight more than 6lbs or exceed 16-in in any dimension shall not be
supported by the screw shell of a lamp holder. [CEC Art. 410.30(A)]
i.Outlet boxes or outlet box systems used as the sole support of a ceiling-suspended (paddle) fan
shall be listed and marked by the manufacturer as suitable for this purpose. The required
marking shall include the maximum weight to be supported for ceiling fans that weigh more than
35-lbs. [CEC Art. 314.27(D), 422.18]
j.An accessible 125-volt, single phase, 15 or 20 amp rated receptacle outlet shall be installed on
the same level and within 25-ft of heating and air conditioning equipment. This service receptacle
shall not be connected to the load side of the equipment disconnecting means. [CEC Art.
210.63]
k.Receptacles within bathtub or shower space are prohibited, even if enclosed. [CEC Art.
406.9(C)]
l.Cord-connected lighting fixtures, lighting tracks or ceiling-suspended (paddle) fans within 3-ft of
horizontal edge and 8-ft vertical above top of tub/shower dam are prohibited. [CEC Art.
410.10(D)]
m.All lighting must be high efficacy per Table 150.0-A of the 2016 Energy Code
n.All lighting that qualifies as high efficacy per JA8 must be controlled by a dimmer or vacancy
sensor.
o.All recessed lights must be air tight, IC rated and certified JA8-2016, or JA8-2016-E for
elevated temperature and controlled by a dimmer or vacancy sensor
p.At least one light located in a bathroom, laundry room, utility room and garage must be
controlled by a vacancy sensor.
q.Blank electrical boxes greater than 5’ above the floor must be controlled by a dimmer, vacancy
sensor or fan control switch. The quantity of blank electrical boxes is limited to no more that
the number of bedrooms.
r.Exhaust fans shall be switched separately from lighting
s.All outdoor lighting permanently attached to the building must be high efficacy per Table 150.0-
A of the 2016 energy code and controlled by a manual on-off switch, motion control and photo-
control.
t.Illuminated address sign shall be 5 watts or less.
JOB NUMBER
CORCORAN 6 UNIT
358 S. 3RD WEST
REXBURG ID
E-1
DRAWN BY:
DAREN WARDELL
19802 VIA REDONDA RD.
SONORA CA 95370
2ND FLOOR ELECTRICAL PLAN
SCALE: 1/4" = 1'
A v ailable fault current
calculation need ed to v erify
A IC rating for m ain breaker.
E lectrical work insid e cloud
is abov e and bey ond 2 017
N E C req uirem ents. Please
v erify this is d esired .
R eceptacles req uired in these locations where they are
2 4 " or wid er as per 2 10.5 2
A wall switch-controlled lighting outlet shall be installed in
ev ery habitable room (includ ing liv ing room s) as per
2 10.7 0A 1
R eceptacles req uired in these locations where they
are 2 4 " or wid er as per 2 10.5 2
Id aho has
ad opted 2 017
N E C , not C E C