HomeMy WebLinkAboutRiverwalk Apartments PHASE 1- ARCH & STRUCT 10-14-22 PERMIT REVISIONS-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Alex Owens Alex.Owens@rexburg.org 208-372-2172
Description : Riverwalk Apartments - 4 Plex - Bldg 1
Address : 301 E 7th N - Units 1101, 1102, 1201, 1202
Application Type :
Document Filename : Riverwalk Apartments PHASE 1- ARCH & STRUCT 10-14-22 PERMIT REVISIONS.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 1 Need COMM check or prescriptive insulation form signed.
Stairs to comply with 1011. (riser, treads)
Stair ways to rated on both sides.
Need Engineered truss plans approve by Building Design
Proffesional.
G1.1 Free Text Alex Owens : Electrical Open 1 No electrical plans provided. Please provide electrical plans
including service size and available fault current calculation. All
electrical work to comply with 2017 NEC.
# 22-00715
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: 10.19.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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AREA MAP
NORTH
PROJECT
SITE
GENERAL NOTES
1. SITE CONCRETE FLATWORK THAT ABUTTS FOUNDATION
SHALL UTILIZE 1/2" EXPANSION MATERIAL WITH CONTINUOUS
SEALING ON TOP.
2. HORIZONTAL GYPSUM SHALL BE INSTALLED PERPENDICULAR
TO CEILING FRAMING PER IBC 2508.5.2.
3. ELECTRICAL BOXES IN RATED ASSEMBLIES SHALL BE STEEL
OR HAVE A LISTED FIRE-RATING EQUIVALENT TO THE
ASSEMBLY. ANNULAR SPACE BETWEEEN THE MEMBRANE
AND THE BOX SHALL NOT EXCEED 1/8" PER IBC 714.3.2.
4. RECESSED LUMINAIRES INSTALLED WITHIN THE BUILDING
ENVELOPE SHALL COMPLY WITH IECC R402.4.5. FIXTURES
SHALL BE IC-RATED AND SEALED AIR TIGHT.
5. 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.
6. LANDINGS AT DOORS AND CROSS SLOPE OF SIDEWALKS NOT
TO EXCEED 2%.
7. GRADING SLOPE TO BE 6" WITHIN FIRST 10' FROM BUILDING.
CODE REVIEW
APPLICABLE BUILDING CODES:
2018 IBC, IMC, IECC, NEC
OCCUPANCY:
R-2
CONSTRUCTION TYPE:
V-B
FIRE SPRINKLER:
YES, 13-R
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
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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1 10/3/22 REVIEW COMMENT
RIVERWALK QUADPLEX
OF
DRAWING INDEX
10/14/2022 10:31:33 AM
S:\Drawings\910-Leatham 4-plex Condos
2022\BIM\910- 4-Plex_2.0 (July 27 Review
Comments).rvtG1.1
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REXBURG,IDAHO
G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
A1.1 MAIN & UPPER FLOOR PLANS
A1.2 ROOF PLAN
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS
A3.2 TYPICAL ASSEMBLIES & DETAILS
A4.1 INTERIOR ELEVATIONS
S1.0 GENERAL STRUCTURAL NOTES
S1.1 TYPICAL DETAILS
S1.2 TYPICAL DETAILS
S2.0 FOUNDATION PLAN
S2.1 FLOOR FRAMING PLAN
S2.2 ROOF FRAMING PLAN
S3.0 FOUNDATION DETAILS
S4.0 FRAMING DETAILS
GENERAL
ARCHITECTURAL
2
STRUCTURAL
1
CL
LC
CL
LC
LC LC CL
LC
#304
ROOM
WASTE
TOWELS TOWELS
WASTE
VEND.
WASTE
48" AFF MAX
48" AFF MAX
48" AFF MAX
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48" AFF MAX
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48" AFF MAX
TO
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19" AFF MIN
27" AFF MAX
19 AFF MIN
27" AFF MAX
TOWEL DISPENSER & WASTE
RECEPTACLE TOWEL DISPENSER HAND DRYER
SANITARY
PRODUCTS
VENDOR
WASTE RECEPTACLE TISSUE
DISPENSER
NAPKIN
DISPOSAL
NOTE:
PROVIDE A MIN CLEAR FLOOR
SPACE OF 30"x48" AT
APPROACH ALONG AN
ACCESSIBLE ROUTE.
33" MIN
36" MAX
12" MAX
3'-8" MIN
36" MAX
39" - 41"
39" - 41"
18" MAX
17" - 19"
1 1/4" TO 1 1/2" O.D. GRAB
BAR (TYP)
18" MIN
36" MIN
6" MAX
TOILET TOILET
1 1/2" MIN CLEAR TO
WALL OR DISPENSERS
TO DISP. OUTLET
48" MAX
TO MIRROR
38" MAX
9" MIN
MIN CLR WIDTH
2'-6"
29" MIN
34" MAX
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INSULATE ALL
EXPOSED PIPES
NOTE:
FLUSH VALVE HANDLE ON
WIDE SIDE OF TOILET, 44" AFF
MAX.
NOTE:
GRAB BARS MUST NOT
ROTATE WITHIN THEIR FITTINGS.
STANDARD ACCESSIBILITY:
1. ALL DOORS IN THE PUBLIC AND COMMON USE
AREAS SHALL COMPLY WITH ANSI A117.1, INCLUDING
NECESSARY MANEUVERING CLEARANCES AND
ACCESSIBLE DOOR HARDWARE. THIS INCLUDES
THE EXTERIOR SIDE OF THE MAIN ENTRY DOORS
TO DWELLING UNITS.
2. ALL DOORS SHALL HAVE 32" MIN CLEAR WIDTH
WHEN DOOR IS OPEN 90 DEGREES.
3. ALL PLUMBING FIXTURES AND APPLIANCES IN
DWELLING UNITS SHALL HAVE MIN 30" x 48" CLEAR
FLOOR SPACE AS REQUIRED BY FHA.
4. ALL PLUMBING FIXTURES, APPLIANCES, AND
TELEPHONES IN PUBLIC AND COMMON USE AREAS
SHALL COMPLY WITH ADA, IBC, AND ANSI 117.1.
6" MAX TOE
17" MIN
27" MIN
29" MIN
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34" MAX
AF
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8" MIN
KNEE
CLEARANCE
CLEARANCE
9" MIN
6" MAX
8" MIN
27" MIN
OF SPOUT
36" MAX TOP
17"-19"
4'-11 127/128" AFF
MOUNT SIGNS AT LATCH SIDE OF
DOOR, OR NEAREST ADJACENT WALL.
AT WALL
18" MIN
CLR WIDTH
30" MIN
TOP OF RIM
17" MAX
FACE OF FINISHED WALL
NOTES:
1. FLUSH VALVE HANDLE
AT 44" AFF MAX.
2. 30" x 48" MIN CLR FLR
SPACE AT APPROACH
3. 5 LBS MAX FORCE TO
OPERATE FLUSH
VALVE.
4. 14" MIN PROJECTION
FROM WALL.
15" MIN 48" MAX
ELEC. OUTLET SWITCHES, THERMOSTATS,
ETC.
LAVATORY, MIRROR, AND
SOAP DISPENSER
LAVATORY DRINKING FOUNTAIN PERMANENT ROOM
SIGNAGE
URINAL ELECTRICAL DEVICES
NOTE:
18" MIN CLR FROM WALL
TO
OF LAVATORYLC
NOTE:
PROVIDE MIN CLEAR FLOOR SPACE OF 30" x 48" WITH 19"
MAX EXTENDING UNDER LAV./D.F. TO INSULATED
PIPING/PLUMBING.
NOTE:
FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED,
OR APPROVED SELF-CLOSING VALVES (MIN 10 SEC. OPEN
FLOW), AND BE OPERABLE w/ ONE HAND, NOT REQUIRING
TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST. 5 LBS.
MAX FORCE REQUIRED TO ACTIVATE CONTROLS.
FINISH FLOOR TYP.FINISH FLOOR TYP.FINISH FLOOR TYP.
9"
33" - 36"3" - 6"
1'-6"
CONTROL END
ELEVATION
BACK WALL ELEVATION PLAN VIEW
33" - 36"
33" - 36"3" - 6"
1'-6"
1'-0"
24" MAX 24" MIN 12" MAX
4" MAX 24" MIN
BACK WALL
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15" MIN
48" MAX
20" MAX
48" MAX
•20"-25"
44" MAX
10" MAX
48" MAX
15" MIN
10" MAX
34" MAX
48" MAX
34" MAX
48" MAX
•10"-24"
48" MIN
19" MAX
27" MIN
34" MAX
17" MIN
40" MAX
34" MAX
27" MIN
9" MIN
6" MAX8" MIN
GUIDANCE FOR KNEE SPACES IN "A"
BATHROOMS
GUIDANCE FOR KNEE SPACES IN "B"
BATHROOMS
KNEE SPACE AT LAVATORIESOBSTRUCED HIGH SIDE REACHUNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH
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
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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9/14/2022 5:00:38 PM
\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtG1.2
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3'
-
0
"
3'
-
2
"
14
'
-
9
"
22
'
-
9
"
3'
-
0
"
3'
-
2
"
14
'
-
9
"
22
'
-
9
"
4'
-
6
"
15
'
-
9
"
2'
-
6
"
6'-2 1/2"14'-2"3'-0"3'-0"14'-2"6'-2 1/2"
1'-4"1'-4"
46'-9"
44'-1"
5'-2"5'-6 1/2"3'-5 1/2"2'-11 1/4"3'-3 1/4"
4'
-
6
"
18
'
-
3
"
13'-10 1/4"10'-10 3/4"19'-4"
3'-0 1/2"3'-6"3'-6"12'-4"4'-11 1/2"7'-7"4'-2"5'-0"
15'-7"
7'
-
9
"
5'-0"2'-6"9'-6"2'-6"
9'-0"
7'
-
9
"
4'
-
1
1
1
/
2
"
43
'
-
8
"
A4.1
A
B
A4.1DA4.1 D
A4.1
B
A Sim
MASTER
BEDROOM
BEDROOM
PANTRY
BATH
W.I.C.
HVAC W.I.C.
W.I.C.
4'
-
4
1
/
2
"
5'
-
1
1
1
/
2
"
16
'
-
6
1
/
2
"
2'-7"6'-5 1/2"4'-4"3'-8"6'-0"
5'-6 3/4"3'-5 3/4"
9"
10
'
-
9
"
4'
-
0
"
2'
-
8
"
5'
-
1
0
1
/
4
"
5'
-
3
1
/
4
"
2
A3.1
6'-2 1/2"3'-9"5'-3"5'-2"
KITCHEN
LIVING
ROOM
WH
F.E F.E
FIRE RISER
5
21068
21
0
6
8
21
0
6
8
21068
5068
26
6
8
24
6
8
4068
21068
3080
1'
-
0
"
3'-0 1/4"4'-10 1/4"3'-0 1/4"
30
8
0
A4.1 E A4.1E
A
A3.2
C
A3.2
C
A3.2
C
A3.2
1-hr fire rated
wall
any wall less than
10'-0" from adjacent
structure/ property
line to be 1-hr fire-
rated
1
A3.1
5'-0"4'-2"7'-7"3'-0 1/2"4'-6"5'-11 1/4"3'-9 3/4"3'-6"3'-6"3'-0 1/2"
2'-3"2'-8 1/2"
2
A3.1
3'-0 1/4"4'-10 1/4"3'-0 1/4"
2'
-
6
1
/
8
"
15
'
-
8
7
/
8
"
4'
-
6
"
4'
-
1
1
1
/
2
"
22
'
-
9
"
14
'
-
9
"
3'
-
2
"
45
'
-
7
1
/
2
"
13'-10 1/4"10'-10 3/4"19'-4"
44'-1"
4'
-
1
1
1
/
2
"
22
'
-
9
"
14
'
-
9
"
3'
-
2
"
18
'
-
3
"
4'
-
6
"
45
'
-
7
1
/
2
"
6'-2 1/2"9'-0"8'-2"8'-2"9'-0"2'-11 1/4"3'-3 1/4"
6'-2 1/2"17'-2"17'-2"6'-2 1/2"
46'-9"
13
'
-
7
1
/
2
"
2'
-
5
1
/
2
"
A4.1
C
A Sim
A4.1D
A4.1
C
ASim
A4.1 D
STAIR
F.E.C
24x36
typ. attic
access
24x36
typ. attic
access
21068
21
0
6
8
21
0
6
8
21068
5068
24
6
8
21068
3080
ul 20 min.
rated
3080
ul 20 min.
rated
26
6
8
LIVING
ROOM
KITCHEN
BATH
BEDROOM
MASTER
BEDROOM
W.I.C.
W.I.C.
W.I.C.
4'
-
4
1
/
2
"
5'
-
1
1
1
/
2
"
16
'
-
6
1
/
2
"
2'-7"6'-5 1/2"4'-4"3'-8"6'-0"
5'-6 3/4"3'-5 3/4"
9"
2'
-
9
3
/
4
"
5'
-
1
0
1
/
4
"
5'
-
3
1
/
4
"
1'-4"
PANTRY
HVAC
F.E F.E
A4.1EA4.1 E
A
A3.2
C
A3.2
C
A3.2
C
A3.2
C
A3.2
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
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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OF
10/14/2022 10:28:23 AM
S:\Drawings\910-Leatham 4-plex Condos
2022\BIM\910- 4-Plex_2.0 (July 27 Review
Comments).rvt
A1.1
MA
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910
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SEP 2022
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A
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7
SCALE:1/4" = 1'-0"
1ST FLOOR
NSCALE:1/4" = 1'-0"
2ND FLOOR
N
fire extinguishers
FE:
• 1A;10B;C
• FIRE EXTINGUISHER.
FEC:
• 4A;60B;C
• SURFACE MOUNTED FIRE
EXTINGUISHER CABINET.
FIELD VERIFY LOCATION WITH FIRE
MARSHALL PRIOR TO INSTALLATION.
fire blocking
1. provide fire blocking at floor and
ceiling levels.
2. provide fire blocking horizontally at
intervals not to exceed 10-feet.
operable windows
upper level operable windows with sills
within 36" of the floor shall comply with
astm f2090 & ibc section 1030.2
(opening control device)
notes
1. dashed area represents fha clearance requirements. (Main
floor only)
2. all dimension are from face of stud (U.N.O.)
3. INTERNAL DIMENSIONS ARE TYPICAL OF ALL UNITS.
4. DELETE KITCHEN WINDOW WHEN ADJACENT UNIT IS
CLOSER THAN 10'-0".
5. INSTALL 2X10 BACKING IN MARKED WALLS FOR
ADAPTABLE GRAB BAR. INSTALL SO THAT CENTER
OF BACKING IS AT REQUIRED HEIGHT -SEE SHEET
G1.2 FOR GRAB BAR LOCATIONS.
accessibility
all units on lower floors to be constructed
as type 'b' accessible units.
1
1
1
1
1
1
1
1
1'-0"
6'
-
9
"
13'-7"
1'
-
0
"
14'-6"
2"
2"
1
2
3
55
5
6
6
7
6
7
A
A1.2
5
T.O. PARAPET
25'-4"
T.O. ROOF
STRUCTURE
21'-8 1/2"
5/8" TYPE 'X' GYP.
BOARD CEILING
PRE-ENGINEERED
ROOF TRUSS
3/4" PLYWOOD
SHEATHING
6" RIGID
INSULATION
SINGLE PLY
MEMBRANE
ROOFING
EIFS WALL SYSTEM
CUSTOM METAL
GRAVEL STOP -
1" EXTERIOR
REVEAL -COLOR
TO MATCH EIFS
1"
4"
18
"
M
I
N
.
SINGLE PLY
MEMBRANE
ROOFING SYSTEM
ROOF VENT
SHEET METAL FLASHING -1"
DOWN INTO PIPE
SEALANT
SINGLE PLY MEMBRANE FLASHING
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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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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\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA1.2
RO
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910
RI
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SEP 2022
JRW
BAM
SEP 2022
RE
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SCALE:1/4" = 1'-0"
T.O. PARAPET
N
KEY NOTES - ROOF PLAN
1 white single ply membrane roof over 6" rigid
insulation over 3/4" plywood sheathing ON
engineered truss. typ.
2 white single ply membrane roof over 6" rigid
insulation over 3/4" plywood sheathing oN
STRUCTURE. SEE STRUCTURAL
3 white single ply membrane roof over walk-off
board over 3/4" sheathing over structure.
5 PREFINISHED METAL SCUPPER LOCATION. COLOR TO
MATCH EXTERIOR EIFS COLOR - SEE ELEVATIONS
6 EIFS DETAIL - SEE ELEVATIONS
7 BLACK PREFINISHED TUBE STEEL AWNING
SCALE:1" = 1'-0"
ROOF DETAIL @ PARAPET A
A1.2SCALE:1 1/2" = 1'-0"
TYP. PENETRATION THROUGH ROOF B
A1.2
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. PARAPET
25'-4"
2'-6"9'-6"2'-6"
2'
-
6
"
19
'
-
5
"
4'
-
2
1
/
4
"
1'
-
0
"
10
'
-
0
"
10
'
-
1
3
/
4
"
4'-8 3/4"
1'-0"12'-7"
1'-10 1/2"
3'-0"1'-5 3/4"3'-0"1'-10 1/2"
1'
-
0
"
T.O. ROOF
STRUCTURE
21'-8 1/2"
1'
-
0
"
21
'
-
1
1
"
16
'
-
6
"
3'
-
7
"
8'
-
0
"
4'
-
1
1
"
1ST FLOOR
HEADER
8'-0"
2ND FLOOR
HEADER
18'-7 3/4"
8'
-
0
"
2'
-
7
3
/
4
"
8'
-
0
"
1
1
2
2
3
3
34
5
6
1
7
8
2660 2660 2660
2660 2660 2660
storefront
3050
storefront
3060 3060
3060 3060
3080
ext. door to have
lever hardware
1'
-
0
"
A
A2.1
10
9
11 11
TYP.
TYP.
1 1/2" eifs system
prefinished j-trim
to match siding
mtl. siding over air
infiltration barrier
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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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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\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA2.1
EX
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JRN
BAM
SEP 2022
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SCALE:1/2" = 1'-0"
FRONT ELEVATION
KEY NOTES - Building ELEVATIONS
1 EIFS - WHITE COLOR
2 EIFS - BLACK COLOR
3 EIFS - SAND COLOR
4 METAL SIDING - WESTERN STATES T-8 pLANKWALL IN
'WALNUT' COLOR OR SIMILAR
5 STONE VENEER
6 PREFINISHED TUBE STEEL AWNING
7 PREFINISHED METAL SCUPPER - COLOR TO MATCH EIFS
8 BUILDING ADDRESS LOCATION MAY VARY DEPENDING
ON BUILDING ORIENTATION 4" MIN HEIGHT
9 6X6X1/2 STEEL PLATE, PAINT
10 1" DIA. STEEL SCH. 40, PAINT
11 TEMPERED GLAZING
XXXX
1. ALL MECHANICALLY FASTENED FLASHING SHALL BE
EXTENDED UP WALL A MINIMUM OF 9".
2. sELF-ADHERED FLASHING OF SELF-HEALING NATURE SHALL
BE USED AT FASTENER PENETRATIONS AT ALL HEADS AND
JAMBS.
3. fLASHING TO BE APPLIED OVER SOLID BACKING PER
MANUFACTURER'S INSTRUCTIONS.
4. dOOR / WINDOW FRAME SHALL NOT BE USED AS CLADDING
TERMINATION. INSTALL PER AAMA 2400-10, WHICH
REQUIRES A 1/4" MINIMUM JOINT FOR CLADDING EXPANSION
AND CONSTRACTION. FILL JOINT WITH BACKER ROD AND
COMPATIBLE SEALANT PER PROCEDURE 5.5, 6.4, AND 6.5.
"J" MOLD SHALL BE USED TO TERMINATE SIDING AT JAMBS
AND SILLS AS REQUIRED. INSTALL PER SIDING
MANUFACTURER'S WRITTEN INSTRUCTIONS.
5. AT DOOR / WINDOW HEADS, INSTALL RIGID DRIP FLASHING
IN ADDITION TO MEMBRANE FLASHING. SET FLASHING IN
BED OF MASTIC. NO SEALANT SHALL BE PLACED BETWEEN
THE CLADDING AND DRIP EDGE.
6. PERIMETER WINDOW / DOOR VOIDS SHALL BE FILLED WITH
LOW-EXPANSION URETHANE FOAM.
7. EXTERIOR WALL PENETRATIONS, SUCH AS VENTS,
ELECTRICAL PANELS, UTILITY VAULTS, FIRE EXTINGUISHER
CABINETS, AND SO FORTH SHALL BE FLASHED AS A DOOR
/ WINDOW.
8. WINDOW SILL WEEP HOLES SHALL NOT BE BLOCKED, THEY
MUST BE OPEN.
TYPICAL NOTES
SCALE:1 1/2" = 1'-0"
CLADDING TRANSITION DETAIL A
A2.1
D D
D D D E E
EEFD
30803080
RECESS IN WALL?
NO GLASS. MATCH
INTERIOR DOOR
STYLE
2050
FOUNDATION WATER
PROOFING (ASPHALT
EMULSION)
ANCHOR BOLTS 1/2" x MIN.
7" EMBEDMENT x BENT AT
48" O/C
4'-0"
2" RIGID INSULATION
2" RIGID FOUNDATION
INSULATION CONC. FOOTING
FINISH GRADEFINISHED FLOOR
ELEV.100'-0"
TOP OF FOOTING
ELEV.97'-0"
2x6 TREATED SEAL PLATE
COMPACTED ENGINEERED
FILL
4" FREE DRAINING GRAVEL
UNDER SLAB VAPOR
BARRIER (BELOW GRAVEL)
4" CONCRETE SLAB
8" CONC.
FOUNDATION WALL
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. PARAPET
25'-4"
2
A3.1
1
2
3
4
5
7
LIVING
ROOMBATH
7
8
BATH STAIR
99
13
11 11
12
1'
-
0
"
T.O. ROOF
STRUCTURE
21'-8 1/2"
14
15
16
6
18
17
2'
-
1
1
/
4
"
1ST FLOOR
HEADER
8'-0"
2ND FLOOR
HEADER
18'-7 3/4"
A3.1
A
12
14
5
1
2
4 8"
M
I
N
19
20
19
20
3'
-
0
"
1'-0"
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. PARAPET
25'-4"
1
A3.1
8
8
9
T.O. ROOF
STRUCTURE
21'-8 1/2"
11
12
11
10
14
A1.2
A
1ST FLOOR
HEADER
8'-0"
2ND FLOOR
HEADER
18'-7 3/4"
1
2
4
5
6
541
3
19
20
19
20
A3.1
C
(3) 2x12 stringers
(2) layers type
'x' gyp. board
wood framed
stair. tread and
riser finish per
owner.
19 EVEN
TREADS
rubber treads
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
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W
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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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e
c
t
:
Dr
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\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA3.1
BU
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JRN
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7
SCALE:1/4" = 1'-0"
Section 1
SCALE:1/4" = 1'-0"
Section 2
KEY NOTES - Building Section
1 COMPACTED ENGINEERED FILL
2 UNDER SLAB VAPOR BARRIER
3 4" FREE DRAINING GRAVEL
4 2" RIGID FOUNDATION INSULATION
5 FOUNDATION WATER PROOFING
6 4" CONCRETE SLAB ON GRADE
7 CONTINUOUS AIR INFILTRATION BARRIER ON EXTERIOR
WALL SHEATHING - TYP.
8 1-HOUR FIRE RATED SOUND WALL - SEE e/a3.2
9 1-HOUR FIRE RATED SOUND FLOOR/CEILING ASSEMBLY -
SEE e/a3.2
10 SOUND INSULATION
11 EXTERIOR WALL BATT INSULATION
12 6" ROOF RIGID INSULATION
13 (2) LAYERS 5/8" TYPE 'X' GYP. BOARD
14 SINGLY-PLY MEMBRANE ROOFING MATERIAL
15 PRE-FINISHED METAL SCUPPER
16 WOOD FRAMED STAIR. (3) 2X12 STRINGERS. FILL SPACE
BETWEEN STEPS AND CEILING WITH SPRAY-IN FOAM
INSULATION
17 1 1/2" ROUND TUBE STEEL HANDRAIL - PAINTED. ATTACH
AT 6'-0" O.C. MAX ON BOTH SIDES OF STAIR. 12"
EXTENSION AT TOP OF STAIR MUST RETURN TO WALL. 11"
EXTENSION AT BOTTOM OF STAIR MUST DROP AND
RETURN TO POST/WALL - SEE FRONT ELEVATION.
18 UNCONDITIONED SPACE
19 SET SILL PLATE ON SILL SEALER, TYP.
20 FINISH GRADE SLOPE 5% AWAY FROM BUILDING FOR 10
FEET MIN.
SCALE:1" = 1'-0"
DETAIL -STAIR SECTION A
A3.1
• EXTERIOR WALL R21
• ROOF R38
• FOUNDATION WALL R20
• SOUND INSULATED FLOOR R11
MINIMUM INSULATION 'R' VALUES
SCALE:1 1/2" = 1'-0"
TYP. EXTERIOR WALL PENETRATION
(DOOR / WINDOW)B
A3.1
SCALE:3/4" = 1'-0"
DETAIL -FOUNDATION SECTION C
A3.1
CHANGE TO
CONCRETE PAN W/
FULL RISERS
ELIMINATE SMALL
PEICE OF
INSULATION
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. PARAPET
25'-4"
1
A3.1
T.O. ROOF
STRUCTURE
21'-8 1/2"
3
1
2
1
6
6"
10
'
-
1
3
/
4
"
1'
-
0
"
2"2"
1'
-
0
"
2
1
4050
4050
4050
40505050
5050
5050
5050
3068
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. PARAPET
25'-4"
2
A3.1
T.O. ROOF
STRUCTURE
21'-8 1/2"
1ST FLOOR
HEADER
8'-0"
2ND FLOOR
HEADER
18'-7 3/4"
6
3
2
1
1
3
1
1
7
4650
4650
6"
1'
-
0
"
2
A3.1
3
6
2
1
3
2
1
4
5
7
7
1
3080
ext. door to
have lever
hardware
2660
4650
4650
1'
-
0
"
1'
-
0
"
6"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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D
A
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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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\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA2.2
EX
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KEY NOTES - Building ELEVATIONS
1 EIFS - WHITE COLOR
2 EIFS - BLACK COLOR
3 EIFS - SAND COLOR
4 METAL SIDING - WESTERN STATES T-8 pLANKWALL IN
'WALNUT' COLOR OR SIMILAR
5 STONE VENEER
6 PREFINISHED TUBE STEEL AWNING
7 PREFINISHED METAL SCUPPER - COLOR TO MATCH EIFS
8 BUILDING ADDRESS LOCATION MAY VARY DEPENDING
ON BUILDING ORIENTATION 4" MIN HEIGHT
9 6X6X1/2 STEEL PLATE, PAINT
10 1" DIA. STEEL SCH. 40, PAINT
11 TEMPERED GLAZING
SCALE:1/4" = 1'-0"
REAR ELEVATION
SCALE:1/4" = 1'-0"
RIGHT ELEVATION
SCALE:1/4" = 1'-0"
LEFT ELEVATION
1. ALL MECHANICALLY FASTENED FLASHING SHALL BE
EXTENDED UP WALL A MINIMUM F 9".
2. sELF-ADHERED FLASHING OF SELF-HEALING NATURE SHALL
BE USED AT FASTENER PENETRATIONS AT ALL HEADS AND
JAMBS.
3. fLASHING TO BE APPLIED OVER SOLID BACKING PER
MANUFACTURER'S INSTRUCTIONS.
4. dOOR / WINDOW FRAME SHALL NOT BE USED AS CLADDING
TERMINATION. INSTALL PER AAMA 2400-10, WHICH
REQUIRES A 1/4" MINIMUM JOINT FOR CLADDING EXPANSION
AND CONSTRACTION. FILL JOINT WITH BACKER ROD AND
COMPATIBLE SEALANT PER PROCEDURE 5.5, 6.4, AND 6.5.
"J" MOLD SHALL BE USED TO TERMINATE SIDING AT JAMBS
AND SILLS AS REQUIRED. INSTALL PER SIDING
MANUFACTURER'S WRITTEN INSTRUCTIONS.
5. AT DOOR / WINDOW HEADS, INSTALL RIGID DRIP FLASHING
IN ADDITION TO MEMBRANE FLASHING. SET FLASHING IN
BED OF MASTIC. NO SEALANT SHALL BE PLACED BETWEEN
THE CLADDING AND DRIP EDGE.
6. VERITCAL LAPS IN WEATHER BARRIER ABOVE AND BELOW
WINDOWS / DOORS AND WITHIN 16" OF JAMBS ARE
PROHIBITED.
7. PERIMETER WINDOW / DOOR VOIDS SHALL BE FILLED WITH
LOW-EXPANSION URETHANE FOAM.
8. EXTERIOR WALL PENETRATIONS, SUCH AS VENTS,
ELECTRICAL PANELS, UTILITY VAULTS, FIRE EXTINGUISHER
CABINETS, AND SO FORTH SHALL BE FLASHED AS A DOOR
/ WINDOW.
9. WINDOW SILL WEEP HOLES SHALL NOT BE BLOCKED, THEY
MUST BE OPEN.
TYPICAL NOTES
A A
AA
B
B B
B
C
C
C
C
D
4046 4046 4046 4046
8' HEAD 8' HEAD
X36'' AFF
4646
30"
NO GLASS ON
DOOR. MATCH
INTERIOR DOOR
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. ROOF
STRUCTURE
21'-8 1/2"
EXTEND WALL ASSEMBLY
TO UNDER SIDE OF FLOOR
SHEATHING
provide 2X blocking for gyp.
board
provide 2X blocking for gyp.
board
pre-engineered floor
truss
pre-engineered roof
truss
foundation -see
structural
double 2x4 stud wall @ 16"
o.c. -stagger stud
5/8" type 'x' gyp. board
sound attenuation batt
insulation. sound trans-
mission class of not less
than 50.
SEAL ALL PENETRATIONS BY
AN APPROVED MEANS TO
MAINTAIN FIRE RATING
5/8" TYPE 'X' GYP.
BD. EA. SIDE
2x STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
5/8" TYPE 'X' GYP.
BD. EA. SIDE
2x6 STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
SHEATHING -SEE
STRUCTURAL
3-1/2" BLOWN-IN
CELLULOSE
INSULATION
EXTERIOR WALL
FINISH -SEE PLAN
2" SPRAY-IN
POLYURETHANE
FOAM INSULATION
(2) LAYERS 5/8" TYPE 'X'
GYP. BOARD
SOUND ATTENUATING
BATT INSULATION.
sound trans-mission class
of not less than 50.
PRE-ENGINEERED
FLOOR TRUSS
3/4" PLYWOOD
SHEATHING
1" GYPCRETE OVER 6 M.
VAPOR BARRIER
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1/
2
"
M
A
X
MATCH JAMB WIDTH
EXTERIOR
CONC. SLAB
CONC.
FOUNDATIO
N WALL -
SEE
METAL THRESHOLD
SET IN SEALANT
DOOR
INTERIOR
CONC. SLAB
FLOORING MATERIAL
WHERE APPLICABLE
MAX SLOPE: 1:12
3'
-
0
"
11"
1'-0"
RETURN HANDRAIL
TO BE FLUSH WITH
WALL.
RETURN HANDRAIL
TO BE FLUSH WITH
WALL.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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N
D
A
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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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OF
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S:\Drawings\910-Leatham 4-plex Condos
2022\BIM\910- 4-Plex_2.0 (July 27 Review
Comments).rvt
A3.2
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SCALE:1/2" = 1'-0"
1-HR RATED COMMON WALL A
A3.2
SCALE:1 1/2" = 1'-0"
1-HR RATED INTERIOR WALL B
A3.2SCALE:1 1/2" = 1'-0"
1-HR RATED EXTERIOR WALL C
A3.2SCALE:1 1/2" = 1'-0"
1-HR FIRE RATED FLOOR / CEILING D
A3.2
SCALE: N.T.S
TYP. GROUND LEVEL THRESHOLD E
A3.2SCALE:3/4" = 1'-0"
HANDRAIL DETAIL F
A3.2
1
1
1
2"2'-0"2'-0"2'-0"
3'
-
6
"
1'
-
6
"
3'
-
0
"
2'-3"2'-0"2'-0"2'-0"2"
4"2'-11 1/4"2'-9"1'-11 3/4"2"
3'
-
0
"
8'
-
0
"
1'-10"2'-9"
2'
-
7
"
1'-6"
33" MINIMUM
3'-3"2'-9"1'-11 3/4"2"
3'
-
0
"
8'
-
0
"
see note
3'-6"
3'-0"
note: verify
clearances with
w/d manufacturer
wood shelfclothes rod
countertop
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
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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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e
c
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:
Dr
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T
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\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA4.1
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SCALE:1/2" = 1'-0"
KITCHEN A & B -NORTH A
A4.1SCALE:1/2" = 1'-0"
KITCHEN A -SOUTH B
A4.1SCALE:1/2" = 1'-0"
BATHROOM VANITY D
A4.1 SCALE:1/2" = 1'-0"
KITCHEN B -SOUTH C
A4.1
SCALE:1/2" = 1'-0"
LAUNDRY E
A4.1
34" ADA
BACKSPLASH
CHANGE TO 3 EVEN
SIZED DRAWERS
SHELF
CLOTHING ROD
CLOTHING ROD
24" DEEP
BACKSPLASH
NO BACKSPLASH
5'
-
0
"
5" TALL5" TALL
JR
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
GTCDBPIF22-320
PRO
F
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EN G I N E E R
S T ATE
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9/
1
4
/
2
2
14
1
3
4
D VID
B
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SED
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
GENERAL STRUCTURAL NOTES
(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)
GENERAL REQUIREMENTS:
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.
BASIS FOR DESIGN:
1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.
RISK CATEGORY = II
4. SEISMIC DESIGN PARAMETERS:
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
PROCEDURE
IMPORTANCE FACTOR Ie = 1.00
SITE CLASS D
SEISMIC DESIGN CATEGORY D
MAPPED SPECTRAL RESPONSE
ACCELERATIONS S1 = 0.142, SS = 0.366
DESIGN SPECTRAL RESPONSE
ACCELERATIONS SD1 = 0.22, SDS = 0.368
PERCENT SNOW INCLUDED WITH
SEISMIC LOADS 20
VERTICAL SHEAR TRANSFER ELEMENTS:
PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.066
5. WIND DESIGN PARAMETERS (STRENGTH):
ULTIMATE WIND SPEED 115 MPH (3 SECOND GUST)
WIND EXPOSURE C
IMPORTANCE FACTOR Iw = 1.00
INTERNAL PRESSURE COEFFICIENT -0.18
COMPONENT AND CLADDING PRESSURE 30.2 PSF
NET UPLIFT ON ROOF 37.3 PSF
2. VERTICAL LOADS:
LOCATION LIVE / SNOW
LOAD DEAD LOAD
ROOF 35 PSF 18 PSF
FLOOR 40 PSF 27 PSF
STAIRS 100 PSF 40 PSF
3. DEFLECTION LIMITS:
ELEMENTS LIVE LOAD TOTAL LOAD
ROOF TRUSSES/JOISTS L/360 L/240
FLOOR TRUSSES/JOISTS L/600 L/240
BEAMS L/360 L/240
FOUNDATION NOTES:
1.IN LIEU OF A GEOTECHNICAL REPORT: THE FOUNDATION HAS BEEN DESIGNED
ACCORDING TO THE RECOMMENDATIONS OF CHAPTER 18 OF THE IBC.
2.THE SOIL DESIGN VALUES LISTED BELOW HAVE BEEN APPROVED BY THE
CITY/COUNTY BUILDING DEPARTMENT, CONTINGENT THAT THE SOIL ON THE SITE
PREDOMINATELY CONSISTS OF SAND AND/OR GRAVEL.
SPECIFIC SOIL CLASSIFICATIONS SHOULD BE ONE OF THE FOLLOWING: SANDY
GRAVEL OR GRAVEL(GW OR GP), SAND(SW AND SP), SILTY SAND(SM), CLAYEY
SAND(SC), SILTY GRAVEL(GM), OR CLAYEY GRAVEL(GC). THESE SOIL
CLASSIFICATIONS CAN BE FOUND IN TABLE 1806.2 OF CHAPTER 18 OF THE IBC.
VERIFICATION OF SOIL CLASSIFICATION IS THE RESPONSIBILITY OF THE
CONTRACTOR.
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 COMPACTED ENGINEERED FILL OR COMPETENT
NATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR).
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 D1557.
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 1500 PSF
ALLOWABLE LATERAL BEARING PRESSURE 150 PSF/FT
ALLOWABLE LATERAL SLIDING COEFFICIENT 0.25
FOUNDATION BEARING DEPTH
36" BELOW FINISHED GRADE
CONCRETE:
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.
LOCATION:MINIMUM
COVER TOLERANCE
CAST AGAINST EARTH (FOOTINGS)3"± 3 8"
SLABS ON GRADE 112"± 14"
EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER 112"± 3 8"
EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2"± 3 8"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE
GROUND ROOF SLAB 1"18"
STRUCTURAL SLABS AND WALLS 3 4"18"
BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,
TIES, STIRRUPS AND SPIRALS 112"3 8"
1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:
USE:CONCRETE
STRENGTH:
MAX W/C
RATIO
AIR
ENTRAINMENT
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
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,
ELEVATED SLABS AND COLUMN 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.
WOOD:
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:
USE:MATERIAL:
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 7 16" OR 12"24 16 8d AT 6" O.C.8d AT 12" O.C.
ROOF 7 16" OR 12"24 16 8d AT 6" O.C.8d AT 12" O.C.
ROOF 15 32" OR 12"32 16 8d AT 6" O.C.8d AT 12" O.C.
ROOF 19 32" OR 5 8"40 20 10d AT 6" O.C.10d AT 12" O.C.
ROOF 23 32" OR 3 4"48 24 10d AT 6" O.C.10d AT 12" O.C.
ROOF 7 8"60 32 10d AT 6" O.C.10d AT 12" O.C.
FLOOR 3 4" T&G 48 24
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 7 8" T&G 60 32
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 118" T&G 60 48
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:
DEFERRED SUBMITTAL ITEMS:
PREFABRICATED WOOD ROOF TRUSSES
SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES ---
S1.1 TYPICAL DETAILS T-SERIES
S1.2 TYPICAL DETAILS T-SERIES
S2.0 FOUNDATION PLAN ---
S2.1 FLOOR FRAMING PLAN ---
S2.2 ROOF FRAMING PLAN ---
S3.0 FOUNDATION DETAILS 100 - SERIES
S4.0 FRAMING DETAILS 200 - SERIES
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.
Ø 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 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
N/A
LLV
LLH
HORIZ
K(KIP)
L L
LONG LEG VERTICAL
MANUFACTURER('S)
MASONRY CONTROL JOINT
NOT APPLICABLE
LONG LEG HORIZONTAL
POUNDS
MECHANICAL
HORIZONTAL
1000 POUNDS
LIVE LOAD
EXISTING(E)
MIN MINIMUM
MAX MAXIMUM
POUNDS PER SQUARE FOOT
GLUED-LAMINATED BEAMGLB
PFT PREFAB FLOOR TRUSSES
PRT PREFAB ROOF TRUSSES
I.F.W.INSIDE FACE OF WALL
PT PRESSURE TREATED
CONCRETE COLUMNC.C.
RME ROOF MOUNTED EQUIPMENT
SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE AT
LEAST 112" 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 BE USED 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 132") 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 116" 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 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.
KEYNOTES:
1.FINISHED GRADE WHERE OCCURS
2.DO NOT EXCAVATE A TRENCH CLOSER
THAN A 45 DEGREE ANGLE TO BELOW
BOTTOM FOOTING OR FOUNDATION
3.BOTTOM OF CONCRETE FOOTING
4.BOTTOM OF TRENCH
NOTE:
A.DO NOT UNDERCUT EXISTING FOOTINGS
B.NO PIPE OR OTHER UTILITIES SHALL PASS
THRU WALL FOOTINGS OR UNDER
COLUMN FOOTINGS
1
1
1
2
3
4
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETAILS.
T1 TRENCH PARALLEL TO CONTINUOUS STRIP FOOTING
TD-CF01 NO SCALE
KEYNOTES:
1.CONCRETE FOOTING
2.SLEEVE - PROVIDE 1 2" MINIMUM
CLEARANCE AROUND PIPE OR CONDUIT
3.PIPE OR CONDUIT
4.CONCRETE FILL TO BE PLACED BEFORE
FOOTING IS POURED - FORM SAME AS
FOOTING AND POUR FULL WIDTH OF PIPE
TRENCH
5.STEM WALL
NOTE:
A.NO PIPE SHALL PASS THRU FOOTING OR
UNDER COLUMN FOOTINGS. FOR
TRENCHES GREATER THAN 3'-6" BELOW
BOTTOM OF FOOTING, SEE PIPE PASSING
BELOW WALL FOOTING DETAIL.
1
2
3
4
5
5
4
2
1
3
T2 PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCH
TD-CF02 NO SCALE
6"
M
I
N
8"
M
I
N
3'
-
0
"
M
A
X
8" MIN
A
SECTIONA
KEYNOTES:
1.STEM WALL
2.CONCRETE FOOTING
3.1'-6" MAXIMUM - WHERE TRENCH EXCEEDS
1'-6" NOTIFY STRUCTURAL ENGINEER
PRIOR TO PLACEMENT OF FOOTINGS
4.BACKFILL AND RECOMPACT TRENCH PER
SOILS REPORT AND SPECIFICATIONS
5.BOTTOM OF TRENCH
NOTE:
A.DO NOT UNDERCUT EXISTING FOOTINGS
B.NO PIPES OR OTHER UTILITIES SHALL
PASS THRU WALL FOOTINGS OR UNDER
COLUMN FOOTINGS
1
5
4
3
2
3'
-
1
"
O
R
G
R
E
A
T
E
R
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETAILS.
T3 PIPE PASSING BELOW FOOTING IN DEEP TRENCH
TD-CF03 NO SCALE
KEYNOTES:
1.SLOPED FINISH GRADE
2.MINIMUM FOOTING DEPTH PER G.S.N. - 12"
MINIMUM
3.DEEPEN FOOTING AS REQUIRED TO
ACCOUNT FOR SLOPED GRADE
4.CONCRETE FOOTING
NOTE:
A.FOR ADDITIONAL INFORMATION, SEE
PLANS AND DETAILS
1
4
3
2
5'-0"
T4 TYPICAL DETAIL FOR FOUNDATION EMBEDMENT
TD_CF04 NO SCALE
KEYNOTES:
1.CORNER DOWELS TO MATCH HORIZONTAL
REINFORCEMENT
2.CONCRETE WALL WITH REINFORCEMENT
18" MIN LAP
SPLICE (TYP)
T5 TYPICAL CONCRETE CORNER
TD_CF05 NO SCALE
2
1
KEYNOTES:
1.CONCRETE SLAB ON GRADE
2.CONT KEYED JOINT
3.SAWCUT 18" WIDE x 14 SLAB THICKNESS IN
DEPTH - CUT SHALL BE MADE SOON
ENOUGH TO PREVENT SHRINKAGE
CRACKING, BUT NOT SO SOON AS TO
CAUSE SPALLING OF THE CONCRETE
WHILE SAWING. WORK MUST BE
COMPLETE WITHIN 16 HOURS OF
CONCRETE PLACEMENT.
NOTE:
A.KEYED JOINTS NEED ONLY OCCUR AT
EXPOSED EDGES DURING PLACEMENT
UNLESS SPECIFICALLY NOTED ON THE
PLANS.
B."TOOL WET JOINT", "ZIP STRIP", ETC SHALL
MATCH SAWCUT REQUIREMENTS
1
2
3
1
12"6"6"12"
X SAWCUT JOINT
X KEYED JOINT
T6 CONTROL JOINTS IN CONCRETE SLAB ON GRADE
TD_CF07 NO SCALE
6 MIN
BAR OFFSET
BAR CLEARANCE SPLICE DETAIL
BEND & HOOK DETAILS
COLUMN TIES BEAM STIRRUPS
"d"
45°
"d"
"d"
1
2
4
5
6
10
9
8
7
3
1
5
5
9
10
8
KEYNOTES:
1.LAP - SEE G.S.N.
2.MAXIMUM 15 LAP BUT NOT MORE THAN 6"
3.WIRE TIES
4.1d (1" MINIMUM)
5.RADIUS = 3d FOR BARS NOT OVER #8; 4d
FOR #9, #10, AND #1 BARS; 5d FOR #14 AND
#18 BARS, 5d FOR ALL GRADE 40 BARS
WITH 180 DEGREE HOOK
6.4D (4" MINIMUM)
7.12d (90 DEGREE HOOK)
8.6d (4" MINIMUM)
9.135 DEGREE BEND
10.BEND AROUND 112" PIN FOR #3 BARS.
BEND AROUND 2" PIN FOR #4 BARS. BEND
AROUND 21 2" PIN FOR #5 BARS.
T7 TYPICAL REINFORCING DETAILS
TD_CF10 NO SCALE
NOTES:
1.TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE
MEMBER BELOW THE REINFORCEMENT.
2.UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS SHALL BE CLASS "B" TENSION LAP
SPLICES.
BAR
SIZE
CLASS B TENSION SPLICE LENGTHS
f'c = 3,000 PSI f'c = 4,000 PSI f'c = 5,000 PSI
HOIRZONTAL BARS
W/ >12" OF CONC.
BELOW
VERTICAL AND
BOTTOM
HORIZONTAL BARS
HOIRZONTAL BARS
W/ >12" OF CONC.
BELOW
VERTICAL AND
BOTTOM
HORIZONTAL BARS
HOIRZONTAL BARS
W/ >12" OF CONC.
BELOW
VERTICAL AND
BOTTOM
HORIZONTAL BARS
#3 12"12"12"12"12"12"
#4 19"15"17"13"15"12"
#5 29"23"26"20"23"18"
#6 32"25"28"21"25"19"
#7 54"41"47"36"42"32"
#8 70"54"61"47"54"42"
#9 89"68"77"59"69"53"
#10 112"87"97"75"87"67"
T8 STEEL REINFORCING LAP SPLICES IN CONCRETE
TD_CF14 NO SCALE
KEYNOTES:
1.NAILS BETWEEN SPLICE LOCATION PER
SCHEDULE - STAGGERED
2.DBL 2x TOP PLATE
3.WOOD STUD WALL, SEE PLAN
4.SPLICE OVER STUD
5.SIMPSON ST6224 OR MSTC40 STRAP AT
LOCATIONS WHERE PLATES CAN NOT BE
SPLICED
NOTE:
A.DO NOT SPLICE TOP PLATES WITHIN 6'-0"
OF ENDS OF PLYWOOD SHEARWALLS.
THIS DETAIL REQUIRED AT ALL EXTERIOR
WALLS AND OVER SHEARWALLS - NOT
REQUIRED AT INTERIOR
NON-SHEARWALLS.
(30) 16d
(24) 16dLESS THAN 20'
OVER 20'
4'-0"
6'-0"
LENGTH OF WALL
(BETWEEN CORNERS)SPLICE LENGTH
NAILS ALONGSPLICE LENGTH
MINIMUM
1
2
4
5
3
23
SPLICE LENGTH PER SCHEDULE
T9 ELEVATION - TYPICAL TOP PLATE SPLICE
TD_WF01 NO SCALE
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.WOOD HEADER
3.KING STUD(S) PER PLAN
4.(2) 16d NAILS AT 2" O.C.
5.16d NAILS AT 12" O.C.
6.TRIMMER STUD(S) PER PLAN
2
6
3 1
5
4
5
T11 TYPICAL HEADER CONNECTION
TD_WF02 NO SCALE
KEYNOTES:
1.DBL TOP PLATE, SEE PLAN
2.WOOD STUD WALL, SEE PLAN
3.PLYWOOD SHEATHING
4.WOOD POST ABOVE
5.WOOD TRUSS OR JOIST
6.SOLID BLOCKING BETWEEN FLOORS,
MATCH BEARING WITH OF POST ABOVE,
MINIMUM
7.SIMPSON A35 CLIP EACH SIDE OF SOLID
BLOCKING, WHERE POST ABOVE IS MORE
THAN (2) STUDS, OTHERWISE ATTACH TO
TOP PLATE WITH (2) 16d TOE-NAILS AT
EACH BLOCK
8.WOOD POST BELOW
2
1
5
6
7
8
3
4
2
T12 SOLID BLOCKING BETWEEN FLOORS
TD_WF04 NO SCALE
3
4
2
2
1 8
7 6
5
5
KEYNOTES:
1.SOLID BLOCKING TO BE TIGHT AGAINST
PLYWOOD
2.PREFAB WOOD TRUSS OR WOOD JOIST
3.TOP OF WOOD PLATE OR BEAM AS
OCCURS
4.PLYWOOD SHEATHING
5.EDGE NAILING
NOTE:
A.FOR CONSTRUCTION BELOW BLOCKING,
SEE PLAN AND DETAILS. BLOCKING IS
CONTINUOUS
B.INDIVIDUAL SHEAR BLOCKS MAY BE
OMITTED EVERY 5TH BLOCK
DEPTH X
2"6"
2.5"8"
10"
12"
3"
3"
X X2X
X
SOLID 2x BLOCKING
WITH FIELD CUT VENTILATION
VENTILATION OPENINGS
TYPICAL SOLID BLOCKING
DE
P
T
H
TYPICAL SOLID BLOCKING
WITH PREFAB VENTILATION
X
T13 ELEVATION - TYPICAL SOLID 2x BLOCKING
TD_WF08 NO SCALE
4 5
2 31
5
4
2 31
5
5
4
2 31
CONNECTION TYPE
JOIST OR TRUSS BEARING ON SILL OR GIRDER
BRIDGING TO JOIST
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL
TOP PLATE TO STUD
DOUBLE STUDS, FACE NAIL
DOUBLE TOP PLATES
CONTINUOUS HEADER TO STUD
CEILING JOISTS, LAPS OVER PARTITIONS
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
RAFTER OR TRUSS TO PLATE
BUILT-UP CORNER STUDS
TOENAIL
(4)-8d COMMON (2 1/2" x 0.131")
NAILING
(3)-8d COMMON (2 1/2" x 0.131")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
TOENAIL EACH END(2)-3"x 0.131" NAILS (Gun Nail)
(2)-3"x 14 GAUGE STAPLES
16d (3 1/2"x 0.135") AT 16" O.C.
FACE NAIL
3"x 14 GAUGE STAPLES AT 12" O.C.
3"x 0.131" NAILS (Gun Nail) AT 8" O.C.
END NAIL
(2)-16d COMMON (3 1/2"x 0.162")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
SOLE PLATE TO STUD
END NAIL
(2)-16d COMMON (3 1/2"x 0.162")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
FACE NAIL
16d (3 1/2"x 0.135") AT 24" O.C.
3"x 14 GAUGE STAPLES AT 8" O.C.
3"x 0.131" NAILS (Gun Nail) AT 8" O.C.
FACE NAIL
16d (3 1/2"x 0.135") AT 16" O.C.
3"x 14 GAUGE STAPLES AT 12" O.C.
3"x 0.131" NAILS (Gun Nail) AT 12" O.C.
DOUBLE TOP PLATES -
FACE NAIL
(8)-16d COMMON (3 1/2"x 0.162")
(12)-3"x 0.131" NAILS (Gun Nail)
(12)-3"x 14 GAUGE STAPLES
LAP SPLICE
RIM JOIST TO TOP PLATE 8d (2 1/2"x 0.131") AT 6" O.C.
3"x 14 GAUGE STAPLES AT 6" O.C.
3"x 0.131" NAILS (Gun Nail) AT 6" O.C.
BLOCKING BETWEEN JOISTS OR RAFTERS
TOENAIL
(3)-8d COMMON (2 1/2"x 0.131")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
AND TOP PLATE
TOENAIL
TOP PLATES, LAPS AND INTERSECTIONS
FACE NAIL
(2)-16d COMMON (3 1/2"x 0.162")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2"x 0.162") FACE NAIL AT 16"
O.C. ALONG EDGES
CEILING JOISTS TO PLATE
TOENAIL
(3)-8d COMMON (2 1/2"x 0.131")
(5)-3"x 0.131" NAILS (Gun Nail)
(5)-3"x 14 GAUGE STAPLES
FACE NAIL
(3)-16d COMMON (3 1/2"x 0.162)
(4)-3"x 0.131" NAILS (Gun Nail)
(4)-3"x 14 GAUGE STAPLES
(3)-16d COMMON (3 1/2"x 0.162)
(4)-3"x 0.131" NAILS (Gun Nail)
(4)-3"x 14 GAUGE STAPLES
FACE NAIL
(3)-8d COMMON (2 1/2"x 0.131")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
TOENAIL
TOENAIL
16d COM.(3 1/2"x 0.162") AT 24" O.C.
3"x 14 GAUGE STAPLES AT 16" O.C.
3"x 0.131" NAILS (Gun Nail) AT 16" O.C.FACE NAIL
(2)-8d COMMON (2 1/2" x 0.131")
USE- SIMPSON A35 AT 48" O.C.-NA-
SIMPSON A35 AT EVERY OTHER BLOCK -NA-
NOTE:
A.MINIMUM NAILING SPECIFIED HEREIN
SHALL BE PROVIDED UNLESS NOTED
OTHERWISE ON PLANS, DETAILS OR
GENERAL STRUCTURAL NOTES
B.NAILING NOT NOTED ON THESE PLANS OR
DETAILS SHALL BE PER I.B.C. TABLE
2304.10.1
T10 MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISE
TD_WF16 NO SCALE
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ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
GTCDBPIF22-320
KEYNOTES:
1.EDGE NAILING
2.PREFAB WOOD TRUSS, TRUSS
MANUFACTURER SHALL PROVIDE
VERTICAL WEB TO MATCH LOCATION OF
SHEAR PANEL
3.7 16" PLYWOOD SHEAR PANEL WITH 8d AT
6" O.C. AT PANEL EDGES AND 8d AT 12"
O.C. AT INTERMEDIATE SUPPORTS
4.PLYWOOD SHEATHING AS OCCURS
5.2x4 AT 4-SIDES
6.TOP OF WOOD PLATE OR BEAM AS
OCCURS
7.PREFAB BLOCKING PER TRUSS
MANUFACTURER, IN-PLANE SHEAR
CAPACITY TO BE 200#
NOTE:
A.FOR CONSTRUCTION BELOW PANEL, SEE
PLAN AND DETAILS. BLOCKING IS
CONTINUOUS
B.INDIVIDUAL SHEAR PANEL BLOCKS MAY
BE PENETRATED OR OMITTED FOR
PASSAGE OF HVAC DUCTS
PLYWOOD SHEAR PANEL
ALTERNATE PREFAB BLOCKING
T14 ELEVATION - TYPICAL PLYWOOD SHEAR PANEL BLOCKING
TD_WF09 NO SCALE
4 11
33
55
2
4 2
11
7
26
KEYNOTES:
1.SHEATHING MATERIAL
2.DOUBLE STUDS AT EACH END OF
SHEARWALL, EDGE NAIL ALONG DOUBLE
STUDS
3.FULL HEIGHT WOOD STUDS
4.2ND FLOOR LINE
5.SIMPSON STRAP TYPE HOLDOWN
6.MIDHEIGHT BLOCKING AND EDGE NAILING
REQUIRED AT PLYWOOD SHEET EDGES
7.SIMPSON HD TYPE HOLDOWN
8.1ST FLOOR LINE
9.BOTTOM PLATE ATTACHMENT
10.CONT 2x PT SOLE PLATE
11.SOLE PLATE ATTACHMENT
1
3
2
5
11
7
6
8
5
4 9
3
T15 ELEVATION - TYPICAL 2-STORY SHEARWALL
TD_WF12 NO SCALE
10
T17 STRAP TYPE HOLDOWNS / SHEARWALL END POSTS, PLAN VIEW - HOLDOWN LOCATIONS
TD_WF14 NO SCALE
NOTE:
A.ALL CONDITIONS MAY NOT BE SHOWN.
FOR CONDITIONS NOT SHOWN, USE
THESE DETAILS AS A GUIDE.
B.SOME LARGER HOLDOWNS REQUIRE 6x6
POSTS, SEE PLANS AND SCHEDULES.
C.WHERE MULTIPLE TRIMMER STUDS OR
KING STUDS OCCUR, MAKE ADJUSTMENTS
AS REQUIRED.
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.SHEARWALL SHEATHING, SEE PLAN
3.STRAP TYPE HOLDOWN
4.EDGE OF FOUNDATION
5.SHEARWALL END POST (3 STUDS)
6.SHEARWALL END POSTS (2 STUDS)
7.SHEARWALL EDGE NAILING
8.TRIMMER STUD TO SUPPORT HEADER
9.BLOCK TO SUPPORT WINDOW SILL
10.6x6 WOOD POST
11.(25) - SIMPSON SDS 1 4"x412" LONG WOOD
SCREWS, STAGGERED
12.(25) - SIMPSON SDS 1 4"x6" LONG WOOD
SCREWS, STAGGERED
"STRAP" TYPE HOLDOWN
WINDOW JAMB
"STRAP" TYPE HOLDOWN
DOOR JAMB OR WALL END
(1) SHEARWALL
(1) STRAP HOLDOWN
AT EXTERIOR CORNER
(2) SHEARWALLS
(1) STRAP HOLDOWN
AT EXTERIOR CORNER
(2) SHEARWALLS
(1) STRAP HOLDOWN
AT RE-ENTRANT CORNER
(1) SHEARWALL
(1) STRAP HOLDOWN
AT RE-ENTRANT CORNER
WINDOW
OPENING
DOOR
OPENING
3"
3"
3"3"
4 2
1
3
3
7
2
2
1
1 9
3
1 6 8
4
3
12
4
23
7
2
11
10
23
1
5
5
6
5 5
NOTE:
A.MINIMUM STAPLING SPECIFIED HEREIN
SHALL BE PROVIDED UNLESS NOTED
OTHERWISE ON PLANS, DETAILS OR
GENERAL STRUCTURAL NOTES
8d COMMON AT 12" O.C.
16 GA STAPLE AT 12" O.C.
ALTERNATE FASTENER SCHEDULE
ALTERNATE FASTENERSPECIFIED FASTENER
8d COMMON AT 6" O.C.
8d COMMON AT 4" O.C.
15 GA STAPLE AT 12" O.C.
14 GA STAPLE AT 12" O.C.
13 GA STAPLE AT 12" O.C.
16 GA STAPLE AT 4" O.C.
15 GA STAPLE AT 5" O.C.
14 GA STAPLE AT 6" O.C.
13 GA STAPLE AT 6" O.C.
13 GA STAPLE AT 5" O.C.
14 GA STAPLE AT 4" O.C.
15 GA STAPLE AT 3" O.C.
16 GA STAPLE AT 2.5" O.C.
15 GA STAPLE AT 2" O.C.
14 GA STAPLE AT 3" O.C.
13 GA STAPLE AT 4" O.C.
8d COMMON AT 3" O.C.
MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHING
NOTES:
1.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7 16" INCH
OUTSIDE DIMENSION. AND INSTALLED WITH CROWN PARALLEL TO THE
LONG DIMENSION OF FRAMING MEMBER.
2.FRAMING SHALL BE 3x OR WIDER WHEN NAIL SPACING IS LESS THAN 3
INCHES ON CENTER.
3.ALL STAPLES SHALL HAVE 112" LONG LEGS MINIMUM.
4.STAPLE SIZES AND SPACING PER REPORT NO. ICC-ESR-1539
T18 ALTERNATE SHEATHING STAPLE OPTION
TD_WF17 NO SCALE
T16 TYPICAL WOOD TRUSS AT NON-BEARING WALL
TD_WF23 NO SCALE
KEYNOTES:
1.WOOD TRUSS
2.HTC4 CLIP AT WALL ENDS AND AT 48"
O.C. (MAX) REMAINDER
3.DBL TOP PLATE AT NON-BEARING WALL
NOTE:
A.NAILS SHOULD NOT BE DRIVEN
COMPLETELY FLUSH AGAINST THE
CONNECTOR AT THE TRUSS TO ALLOW
VERTICAL TRUSS MOVEMENT, ALLOW 116"
GAP BETWEEN NAIL HEAD AND TRUSS
CLIP
B.ARCH TO PROVIDE FINISH TO ALLOW FOR
3 4" VERTICAL MOVEMENT OF TRUSS
1
2
3
3
4
"
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KEYNOTES:
1.2x4 FRAMING AT EACH FRAMING MEMBER,
POCKETED THROUGH SHEATHING AND
ATTACHED W/ (4) 16d NAILS
2.CONT 2x W/ (2) 16d NAILS
3.2x4 VERTICAL W/ (3) 16d NAILS EACH END
4.WALL SHEATHING W/ 8d NAILS AT 4" O.C.
AT ALL EDGES
5.2x4 W/ LUS24 HANGER
6.CONT 2x4 LEDGER W/ (2) 16d NAILS AT
EACH STUD
T19 TYPICAL EYEBROW FRAMING DETAIL
NO SCALE
6
3
1
2
2
4
4
1'-0"
MAX
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ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
GTCDBPIF22-320
45
'
-
7
1 2"
3'
-
0
"
4'
-
1
1
1 2"
22
'
-
9
"
14
'
-
9
"
3'
-
2
"
46'-9"
6'-21
2"14'-2"6'-0"14'-2"6'-21
2"
1'-4"1'-4"
44'-1"
13'-81
4"11'-03
4"19'-4"
21'-81
2"22'-41
2"
4" CONCRETE SLAB ON GRADE W/
#3 AT 24" O.C. EACH WAY
CENTERED IN SLAB THICKNESS
OVER COMPACTED FILL.
(SEE GSN)
PROVIDE SLAB JOINTS PER
TYPICAL DETAIL WITHIN 16 HOURS
OF BATCH TIME
FINISH FLOOR = 100'-0"
CONCRETE SLAB ON GRADE
WF18 / W1
WF
2
4
WF18 / W1
WF18 / W1 WF18 / W1
WF18 / W1
WF18 / W1WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
A
A
A A A A
102
TYP
101
TYP
101
TYP
101
TYP
101103
103
TYP
101
TYP
101102
TYP
101
TYP
101
102
WF
1
8
WF
1
8
104
104
5 5 5
6.
5
5
5
5
6.6.
A
A A A A A A
A
102
F36
F42
WF
2
4
WF
2
4
WF
2
4
WF24
WF24
SCALE:
FOUNDATION PLAN
1/4" = 1'-0"
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MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
GTCDBPIF22-320
WALL (W) SCHEDULE
MARK THICKNESS
AND TYPE
VERTICAL
REINFORCING
HORIZONTAL
REINFORCING REMARKS
W1 8" CONCRETE #4 AT 18" O.C.#4 AT 12" O.C.---
FOOTING SCHEDULE
NOTES:
1. FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS.
2. FOR MINIMUM CLEARANCE (CLR) OF REINFORCING, SEE GENERAL STRUCTURAL NOTES (GSN).
MARK LENGTH WIDTH THICKN
ESS FOOTING REINFORCING REMARKS
F36 36"36"10"(4) #4 BARS EACH WAY, BOTTOM ---
F42 42"42"10"(5) #4 BARS EACH WAY, BOTTOM ---
WF18 CONT 18"10"(2) #4 CONT BOTTOM
WF24 CONT 24"10"(2) #4 CONT BOTTOM
MONO POUR W/ SLAB
STRIP FOOTING
A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B.ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE
TYPICAL TO THIS PROJECT.
C.THE DEPTH OF FOOTING DIMENSION INDICATED IN THE G.S.N.
IS A MINIMUM. FOUNDATION CONTRACTOR SHALL
COORDINATE WITH THE SOILS REPORT AND OTHER TRADES
TO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THE
WORK. SEE TYPICAL DETAILS FOR ADDITIONAL
REQUIREMENTS.
D. WALLS WITH SOLID LINES DESIGNATED
STRUCTURAL (BEARING) WALLS.
E. WALLS WITH DASHED LINES DESIGNATE
NON-STRUCTURAL (NON-BEARING) WALLS.
F. , , , -AS SHOWN ON PLAN INDICATES A
SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL
LENGTH.
G. , , - AS SHOWN ON PLAN INDICATES A SHEARWALL
HOLDOWN. SEE HOLDOWN SCHEDULES AND DETAILS FOR
ADDITIONAL INFORMATION.
H.W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE OR
MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL
INFORMATION.
I.WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
J.F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE
FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL
INFORMATION.
K.TYPICAL TOP OF CONCRETE WALL = 100'-0"
L.TYPICAL TOP OF EXTERIOR FOOTING = 97'-0"
M.TYPICAL TOP OF INTERIOR FOOTING = 99'-8"
N.P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.
SEE POST SCHEDULE FOR MORE INFORMATION.
O.PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID
BLOCKING BETWEEN FLOORS" DETAIL.
P.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE
"5" SHEARWALLS, UNO.
Q.FOR SIDEWALK AND LANDING LOCATIONS, SEE
ARCHITECTURAL DRAWINGS.
FOUNDATION PLAN NOTES
5 6.7
A B
SHEARWALL HOLDOWN SCHEDULE
MARK HOLDOWN
SHEARWALL
END POST
UNO ON PLAN
ALTERNATE
HOLDOWN
SIMPSON STHD10 (2) 2x STUDS N/AA
SHEARWALL TYPE SCHEDULE
NOTES:
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON
THE PLANS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.
EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR
SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)
ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS
NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"
ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS.
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
7 16" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
7 16" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 24" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 32" O.C.
WOOD:16d STAGGERED AT 4" O.C.
5
6.
B1
B2 B2
B1
B1
B3
B1 B1
B1
WJ1
7/16" APA RATED ROOF SHEATHING W/
8d COMMON NAILS AT 6" O.C. AT PANEL
EDGES / BOUNDARY AND AT 12" O.C. IN
THE FIELD.
TYPICAL ROOF SHEATHING:
TYPICAL FLOOR SHEATHING:
3/4" APA RATED FLOOR SHEATHING W/
10d COMMON NAILS AT 6" O.C. AT PANEL
EDGES / BOUNDARY AND AT 12" O.C. IN
THE FIELD.
B4 B4
OPEN
201 201
202
202
204
206
206
202
202
18
"
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B3B3
5 5 5
5
5
5
5
6.
203
203
B1 B1
B1 B1
6.
WJ1
B1
201
SIM
206
212
211
1
6
5
P1 P1
P2P2
P2P2
B5
6.
P1
GT
P1
GT
44
2 212
211
P1P1
GTGT
1
3
7 7
2
SCALE:
FLOOR FRAMING PLAN
1/4" = 1'-0"
PRO
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MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
SHEARWALL TYPE SCHEDULE
NOTES:
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON
THE PLANS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.
EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR
SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)
ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS
NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"
ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS.
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
7 16" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
7 16" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 24" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 32" O.C.
WOOD:16d STAGGERED AT 4" O.C.
5
6.
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 13 4x512 LVL
B2 (2) 2x8 OR 4x8 OR (2) 13 4x512 LVL
B3 (2) 2x10 OR 4x10 OR (2) 13 4x714 LVL
B4 (3) 2x10 OR 6x10 OR (3) 13 4x714 LVL
B5 (3) 13 4x912 LVL
FLOOR FRAMING PLAN NOTES
A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B.ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE
TYPICAL TO THIS PROJECT.
C.IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN,
PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY.
D.TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT
16" O.C. UNO.
E.PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT
OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-0" OR LESS,
(1) TS & (1) KS, OPENINGS 6'-1" TO 9'-0", (1) TS & (2) KS, 9'-1"
TO 12-0", (2) TS & (3) KS. FOR ATTACHMENT, SEE "TYPICAL
HEADER CONNECTION" DETAIL.
F. WALLS WITH SOLID LINES DESIGNATED
STRUCTURAL (BEARING) WALLS.
G. WALLS WITH DASHED LINES DESIGNATE
NON-STRUCTURAL (NON-BEARING) WALLS.
H. , , , -AS SHOWN ON PLAN INDICATES A
SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL
LENGTH.
I.B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
J.WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD
JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL
INFORMATION.
K.P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.
SEE POST SCHEDULE FOR MORE INFORMATION.
L.PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID
BLOCKING BETWEEN FLOORS" DETAIL.
M.FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
N.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE
"5" SHEARWALLS, UNO.
5 6.7
WOOD JOIST ( ) SCHEDULE
MARK JOIST FACE MOUNT HANGER TOP FLANGE HANGER
WJ1 2x6 AT 16" O.C.LUS26 LB26
WJ
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
GTCDBPIF22-320
1.ATTACH JOISTS TO WALL WITH LEDGER AND HANGERS.
LEDGER SHALL BE A CONTINUOUS 2x6 W/ (2) SDWS22400DB
SCREWS AT EACH STUD
2.PRE-MANUFACTURED AWNING BY OTHERS, SEE DETAIL 206
FOR AWNING ATTACHMENT TO WALL FRAMING REQUIREMENTS
3.DOUBLE JOIST AT EDGE AND ATTACH DOUBLE JOIST TO
LEDGER WITH HUC26-2
4.GIRDER TRUSS SHALL BE DESIGNED TO SUPPORT THE STAIRS.
APPLY A POINT LOAD OF 1,100 LBS (ASD) TO THE GIRDER
TRUSS (DL = 200 LBS, LL = 900 LBS)
5.PARTY WALL FRAME SHALL BE DOUBLE STUD WALL EACH
FRAMED WITH 2x4 AT 16" O.C.
6.BEARING WALL FRAMING SHALL BE 2x4 AT 16" O.C., ALIGN A
STUD W/ EACH FLOOR TRUSS
7.AT POP-OUT FRAMING, ATTACH END STUD TO MAIN WALL
FRAMING WITH #10x4" LONG SCREWS AT 6" O.C.. SHEATH
ENTIRE EXTERIOR OF THE POP-OUT AND PROVIDE NAILING
ACCORDING TO A "6." SHEARWALL
PLAN KEYNOTESX
POST (P) SCHEDULE
NOTES:
1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.
2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.
MARK SIZE SPECIES AND GRADE CONNECTION
P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
P2 (3) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAILS
17
4
'
-
1
0
"
2X6 Exterior Wall
185 LF
STUDS = 184 Ea
King/Trimmers = 56 EA
HEADER- 244 RLLF 2x6
TOP PLATE = 402 RLLF 2x6
BOTTOM PLATE = 201 RLLF 2x6 PRESSURE TREATED
Sheathing whole building ext walls = 222 Ea 7/16
RIM JOIST = 185 LF
U SHAPE POPOUT = 560 LF 2X6
47
'
-
5
3
/
4
"
5'
-
2
1
/
4
"
5'-3"
5'
-
4
1
/
2
"
2'-7"
29
'
-
1
"
16'-1/4"
4
'
-
1
1
1
/
2
"
11'-3/4"
19/32" APA RATED ROOF SHEATHING
W/ 10d COMMON NAILS AT 6" O.C. AT
PANEL EDGES / BOUNDARY AND AT 12"
O.C. IN THE FIELD.
TYPICAL ROOF SHEATHING:
5 5 5
5
5
5
5
5
5 5
209
208
208
209
209
208
208
207
PR
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F
A
B
W
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4
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O
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.
P1
B1
B1 B1
B1
B2B2
B1 B1 B1
B1
B1 B1 B1
P1
210
GT
P2P2
GT
(2) KS(2) KS(2) KS(2) KS(2) KS(2) KS (2) KS(2) KS(2) KS(2) KS
(2) KS(2) KS
2 2
1
SCALE:
ROOF FRAMING PLAN
1/4" = 1'-0"
PRO
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MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
POST (P) SCHEDULE
NOTES:
1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.
2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.
MARK SIZE SPECIES AND GRADE CONNECTION
P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
P2 (3) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAILS
SHEARWALL TYPE SCHEDULE
NOTES:
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON
THE PLANS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.
EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR
SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)
ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS
NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"
ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS.
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
7 16" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
7 16" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 24" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 32" O.C.
WOOD:16d STAGGERED AT 4" O.C.
5
6.
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 13 4x512 LVL
B2 (2) 2x8 OR 4x8 OR (2) 13 4x512 LVL
B3 (2) 2x10 OR 4x10 OR (2) 13 4x714 LVL
B4 (3) 2x10 OR 6x10 OR (3) 13 4x714 LVL
B5 (3) 13 4x912 LVL
ROOF FRAMING PLAN NOTES
A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B.ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY
BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS
PROJECT.
C.IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN,
PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY.
D.TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16"
O.C. U.N.O..
E.PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT
OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-0" OR LESS, (1)
TS & (1) KS, OPENINGS 6'-1" TO 9'-0", (1) TS & (2) KS, 9'-1" TO
12-0", (2) TS & (3) KS. FOR ATTACHMENT, SEE "TYPICAL
HEADER CONNECTION" DETAIL.
F. WALLS WITH SOLID LINES DESIGNATED
STRUCTURAL (BEARING) WALLS.
G. WALLS WITH DASHED LINES DESIGNATE
NON-STRUCTURAL (NON-BEARING) WALLS.
H. , , , -AS SHOWN ON PLAN INDICATES A
SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL
LENGTH.
I.B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
J.P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.
SEE POST SCHEDULE FOR MORE INFORMATION.
K.TIE EACH ROOF TRUSS AT BEARING LOCATIONS WITH (1) H2.5A
OR (1) H1 CLIP, AND EACH GIRDER TRUSS WITH (2) H2.5A CLIPS,
U.N.O..
L.TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1) H2.5A
CLIP, U.N.O..
M.PROVIDE BUILT-UP 2x POSTS BELOW EACH GIRDER TRUSS,
MATCH GIRDER TRUSS WIDTH, U.N.O..
N.FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
O.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5"
SHEARWALLS, U.N.O..
5 6.7
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
GTCDBPIF22-320
1.PARTY WALL FRAME SHALL BE DOUBLE STUD WALL EACH
FRAMED WITH 2x4 AT 16" O.C.
2.ARCHITECTURAL EYEBROW, SEE TYPICAL EYEBROW FRAMING
DETAIL FOR ATTACHMENT AND SEE ARCH DRAWINGS FOR
DIMENSIONS
PLAN KEYNOTESX
104 WOOD STUD WALL AT FOUNDATION
NO SCALE
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ O.145"Ø MIN
SHOT PIN AT 32" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
3"
CLR
3"
CL
R
5
1
2
4
3
3"
CLR
3"
CL
R
5
1
2
4
3
A OPTION
B OPTION
103 WOOD STUD WALL AT FOUNDATION
NO SCALE
3"
CLR
3"
CL
R
5
1
2
4
3
3"
CLR.
3"
CL
R
.
5
4
3
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ 5 8"Ø x 5" LONG
TITEN HD ANCHORS AT 48" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
A OPTION
B OPTION
101 WOOD STUD WALL AT FOUNDATION
CW_S103 NO SCALE
3"
CLR
3"
CL
R
8
10
7
9
6
8
1
2
5
4
3
8"
MI
N
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
9.EDGE NAILING, SEE SHEARWALL
SCHEDULE
10.WALL SHEATHING AS OCCURS, SEE PLAN
NOTES:
A.WATERPROOF ANY EXTERIOR WOOD
FRAMING WITHIN 8" OF GRADE PER ARCH
DRAWINGS
102 CONCRETE SLAB AT FOUNDATION
CW_S104 NO SCALE
3"
CLR
3"
CL
R
8
7
6
8
5
4
3
1
2
KEYNOTES:
1.WALL BEYOND, SEE PLAN
2.#4 BENT DOWEL AT 18" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
18"
18"
1
2
1
2
1
2
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
GTCDBPIF22-320
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2.2x4 x 6'-0" LONG AT 48" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.WOOD STUD WALL, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE PLAN
6.EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.WOOD TRUSS W/ 16d NAILS AT 4" O.C., SEE
PLAN
8.BOUNDARY NAILING, SEE PLAN
9.CONT DBL 2x BOTTOM PLATE W/
ATTACHMENT, SEE SHEARWALL
SCHEDULE
10.FLOOR SHEATHING, SEE PLAN
11.GYP-CRETE, SEE ARCH
201 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
1
3
4
6
5
8
7
4
9
10
A
2
6
NOTES:
A.EXTEND WALL SHEATHING PAST DBL TOP
PLATE NO WALL SHEATHING SPLICE
BETWEEN DBL TOP PLATE AND BOTTOM
PLATE
7
KEYNOTES:
1.WOOD TRUSS W/ (2) 16d NAILS, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5.CONT 2x8 RIBBON BOARD TO RECEIVE
EDGE NAILING
6.EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.BOUNDARY NAILING, SEE PLAN
8.CONT DBL 2x BOTTOM PLATE W/
ATTACHMENT, SEE SHEARWALL
SCHEDULE
9.FLOOR SHEATHING, SEE PLAN
10.GYP-CRETE, SEE ARCH
202 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
1
2
3
6
6
4
7
5
3
9
A
NOTES:
A.EXTEND WALL SHEATHING PAST DBL TOP
PLATE NO WALL SHEATHING SPLICE
BETWEEN DBL TOP PLATE AND BOTTOM
PLATE
6
KEYNOTES:
1.WOOD TRUSS W/ (2) 16d NAILS, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.GYP-CRETE, SEE ARCH
5.BOUNDARY NAILING, SEE PLAN
6.FULL-HEIGHT BLOCKING W/ A35 CLIP
BETWEEN EACH TRUSS
7.FLOOR SHEATHING, SEE PLAN
203 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
1
3
2
6
75
204 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
KEYNOTES:
1.WOOD TRUSS W/ (2) 16d NAILS, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.112" GYPCRETE, SEE ARCH
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.CONT RIM BOARD W/ A35 CLIP AT 16" O.C.
7.BOUNDARY NAILING, SEE PLAN
8.CONT DBL 2x BOTTOM PLATE, ATTACH
PER SHEARWALL SCHEDULE
9.FLOOR SHEATHING, SEE PLAN
10.112" GYPCRETE, SEE ARCH
8
2
3
1
8
3
2
3
1
10
10
66
3
77
9 9
208 PREFAB TRUSS AT WOOD STUD WALL
NO SCALE
KEYNOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING, SEE SHEARWALL
SCHEDULE
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.2x BLOCK BETWEEN EACH TRUSS,
W/ (4) 16d NAILS
7.BOUNDARY NAILING, SEE PLAN
8.ROOF SHEATHING, SEE PLAN
9.2x BLOCKING BETWEEN EACH
TRUSS (2" WIDER THAN PARAPET
STUD)
10.WOOD TRUSS W/ INTEGRAL
PARAPET WALL FRAMING AT 24"
O.C.
11.PROVIDE 2x BLOCKING AT PANEL
EDGE PER SHEARWALL SCHEDULE
NOTE:
A.SLOPE, WATERPROOF AND DRAIN
PER ARCH
B.TRUSS MANUFACTURER SHALL
DESIGN PARAPET FOR A WIND LOAD
INDICATED IN TABLE W/ MAXIMUM
DEFLECTION OF 2L/240
C.IN ADDITION TO TYPICAL TRUSS
CONNECTION FORCES , TOP AND
BOTTOM CHORD TO PARAPET STUD
CONNECTIONS SHALL BE DESIGNED
FOR THE FORCES GENERATED BY
THE PARAPET WIND LOADS
1
2
3
5
4
8
7
4
5
9
6
10
"H
"
4
55
11
PARAPET WIND LOAD
PARAPET
HEIGHT ("H")
TOTAL WIND
LOAD (ASD)MIN STUD SIZE
UP TO 4'-6"39.8 PSF 2x6
5
2
13
9
3
3
5
4
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3.EDGE NAILING, SEE SHEARWALL
SCHEDULE
4.2x8 BLOCKING BETWEEN EACH
STUD
5.WOOD TRUSS, SEE PLAN
6.2x6 BLOCK AT EACH STUD W/ (4) 8d
NAILS
7.(4) 16d NAILS
8.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
9.WALL SHEATHING AS OCCURS, SEE
PLAN
10.BOUNDARY NAILING, SEE PLAN
11.ROOF SHEATHING, SEE PLAN
12.CONT 2x BOTTOM PLATE W/ 16d
NAILS AT 4" O.C.
13.2x6 AT 16" O.C.
14.2x6 KICKER BRACE AT 32" O.C. W/ (5)
16d NAILS EACH END
15.2x BLOCK AT EACH KICKER W/ (4) 8d
NAILS
209 PREFAB TRUSS AT WOOD STUD WALL
NO SCALE
6
11
3'
-
8
"
MA
X
10
7
12
8
3
33
1
14
15
1
1
9
206 PREFAB AWNING AT WOOD STUD WALL
NO SCALE
6
5'
-
0
"
MI
N
5'-0"
MAX
1415
12
7
13
9
5
11
8
10
4
210 WOOD TRUSSES AT WOOD GIRDER TRUSSES
NO SCALE
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2.GIRDER TRUSS, SEE PLAN
3.BOUNDARY NAILING, SEE PLAN
4.ROOF SHEATHING, SEE PLAN
1
4
211 WOOD JOIST AT WOOD STUD WALL
NO SCALE
KEYNOTES:
1.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
2.EDGE NAILING, SEE SHEARWALL
SCHEDULE
3.WALL SHEATHING AS OCCURS, SEE PLAN
4.CONT 2x LEDGER W/ (3) 16d NAILS AT EACH
STUD
5.WOOD JOIST W/ HANGER, SEE PLAN
6.ROOF SHEATHING, SEE PLAN
7.BOUNDARY NAILING, SEE PLAN
8.WOOD STUD WALL, SEE PLAN
9.2x BLOCKING BETWEEN EACH STUD
10.SIMPSON H2A CLIP EVERY OTHER JOIST
4
5
2'
-
0
"
MA
X
.
3
8
2
1
7
6
2
212 WOOD JOIST AT WOOD STUD WALL
NO SCALE
KEYNOTES:
1.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
2.EDGE NAILING, SEE SHEARWALL
SCHEDULE
3.WALL SHEATHING AS OCCURS, SEE PLAN
4.CONT 2x LEDGER W/ (2) 16d NAILS AT EACH
STUD
5.WOOD JOIST, SEE PLAN
6.ROOF SHEATHING, SEE PLAN
7.BOUNDARY NAILING, SEE PLAN
8.WOOD STUD WALL, SEE PLAN
9.2x BLOCKING BETWEEN EACH STUD
10.SIMPSON H2A CLIP AT EACH BLOCK
11.2x BLOCK AT 32" O.C. W/ (4) 8d NAILS
4
5
2'
-
0
"
MA
X
3
2
1
7
6
9
8
2
NOTES:
A.SEE ARCHITECTURAL DETAILS FOR
FIRE-PROOFING REQUIREMENTS
1
3
4
8
10
2
11
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2.2x4 x 6'-0" LONG AT 48" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.WOOD STUD WALL, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE PLAN
6.WOOD STUD WALL W/ DBL KING STUD
EACH SIDE OF 6x12 BLOCK
7.WOOD TRUSS W/ 16d NAILS AT 4" O.C., SEE
PLAN
8.BOUNDARY NAILING, SEE PLAN
9.CONT DBL 2x BOTTOM PLATE W/
ATTACHMENT, SEE SHEARWALL
SCHEDULE
10.FLOOR SHEATHING, SEE PLAN
11.GYP-CRETE, SEE ARCH
12.6x12 BLOCK W/ HGA10 CLIP TOP AND
BOTTOM, EACH END
13.STEEL ATTACHMENT W/ (4) 3 4"Ø LAG
SCREWS W/ 4" MIN EMBEDMENT INTO
BLOCK
14.CANOPY BY OTHERS, SEE ARCH
DRAWINGS FOR LOCATIONS
15.(4) 3 4" Ø LAG SCREWS W/ 4" MIN
EMBEDMENT INTO BLOCK
16.SOLID BLOCK BETWEEN TRUSSES TO
RECEIVE AWNING FASTENERS
17.A35 CLIP AT BOTTOM OF KING STUD
16
33
22
1011
9
10
17
207 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
NOTES:
A.SEE ARCHITECTURAL DETAILS FOR
FIRE-PROOFING REQUIREMENTS
B.SLOPE, WATERPROOF AND DRAIN PER
ARCH
1
2
3
5
4
6
3
KEYNOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.2x BLOCKING BETWEEN EACH
TRUSS
5.ROOF SHEATHING, SEE PLAN
6.2x BLOCK BETWEEN EACH TRUSS,
W/ (4) 16d NAILS
7.BOUNDARY NAILING, SEE PLAN
6
7
4
7
1
2
5
1
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
GTCDBPIF22-320