HomeMy WebLinkAboutAPPROVED ENGINEER PLANS - 21-00684 - 1104 Cypress Loop - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Description : RPRPNBK2030110 - New SFR
Address :
Record Type : New Single Family Residence
Document Filename : Plan Engineering.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 21-00684
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Bridle Wild Fire
SDA-S0 NOTES
Stamp Larry Beesley : Building Open 1 Approved - Building Inspector
Bridle Wild Fire
SDA-S1 DETAILS
ftg
Stamp Larry Beesley : Building Open 2 Approved - Building Inspector
Bridle Wild Fire
SDA-S2 DETAILS
framing
Stamp Larry Beesley : Building Open 3 Approved - Building Inspector
Bridle Wild Fire
SDA-S3 DETAILS
framing
Ellipse Larry Beesley : Building Open 4
Bridle Wild Fire
SDA-S3 DETAILS
framing
Stamp Larry Beesley : Building Open 4 Approved - Building Inspector
Bridle Wild Fire
SDA-S4 FTG
Ellipse Larry Beesley : Building Open 5
Bridle Wild Fire
SDA-S4 FTG
Ellipse Larry Beesley : Building Open 5
New Single Family Residence
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Bridle Wild Fire
SDA-S4 FTG
Ellipse Larry Beesley : Building Open 5
Bridle Wild Fire
SDA-S4 FTG
Ellipse Larry Beesley : Building Open 5
Bridle Wild Fire
SDA-S4 FTG
Ellipse Larry Beesley : Building Open 5
Bridle Wild Fire
SDA-S4 FTG
Ellipse Larry Beesley : Building Open 5
Bridle Wild Fire
SDA-S4 FTG
Ellipse Larry Beesley : Building Open 5
Bridle Wild Fire
SDA-S4 FTG
Ellipse Larry Beesley : Building Open 5
Bridle Wild Fire
SDA-S4 FTG
Stamp Larry Beesley : Building Open 5 Approved - Building Inspector
Bridle Wild Fire
SDA-S5 MAIN
floor
Stamp Larry Beesley : Building Open 6 Approved - Building Inspector
Bridle Wild Fire
SDA-S6 MAIN
shear
Stamp Larry Beesley : Building Open 7 Approved - Building Inspector
Bridle Wild Fire
SDA-S9 ROOF
Free text Larry Beesley : Building Open 8 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
Bridle Wild Fire
SDA-S9 ROOF
Line Larry Beesley : Building Open 8
Bridle Wild Fire
SDA-S9 ROOF
Stamp Larry Beesley : Building Open 8 Approved - Building Inspector
Approval of plans does not constitute approval of variance from code
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FLOOR SHEATHING NOTES
TRUSS NOTES
SHEARWALL NOTES
3
ROOF SHEATHING NOTES
1. SHEATHING SHALL BE 7/16", 24/16, APA RATED
SHEATHING. NAIL W/ 8d's @ 6" O.C. 3/8" FROM EDGE OF
PANEL AT ALL PANEL ENDS, SUPPORTED EDGES, SHEARWALL
TOPS, AND ALL BLOCKING. NAIL @ 12" O.C. ALONG
INTERMEDIATE FRAMING MEMBERS.
2. LAY SHEATHING WITH FACE GRAIN AT RIGHT ANGLES TO
FRAMING WITH STAGGERED END JOINTS.
113* 131*
T-NAIL SPACING
1 1/4"**
3 1/2"
2 1/2"
9 1/2"
5 1/2"
8 1/2"
6 1/2"
6 1/2"
TABLE OF EQUIVALENT FASTENERS
10"12"10"8 1/2"10"
10d @
8d @
* GAUGE
** PENETRATION
4"2"
6"
8"
10"
12"
3 1/2"
4 1/2"
5 12"
6 1/2"
10"
12"
8"
12"
4"
6"
6 1/2"
5 1/2"
8"
2 1/2"
4"
10"
3"2 1/2"
8"
9 1/2"
6 1/2"5 1/2"
8"
7"
4"5"4"
6"
4"
14 1/2"
10"
12"
8"6 1/2"
10"
8"
3 1/2"
5"
12"
8"
5"
12"
SPACING
COMMON NAIL
6d @
STAPLE SPACING
NAILS, STAPLES, & T-NAILS
(VALID FOR LATERAL LOADS ONLY)
4"
8"
6"
3 1/2"
6 1/2"
5"
1"**
16*
1"**
14*
9 1/2"
6"
8"
4"
7"
5"
1"**
15*
7"
8"
4"
12"
3 1/2"
8 1/2"
7"
10"
5"
14 1/2"
12"
10"
10"
4"
6"
1/2"**
7 1/2"
10"
5"
SHEAR WALL SCHEDULE
MARK
(20) 16d SINKERSHD1STHD10
HD2 STHD10RJ
HOLDOWN SCHEDULE
MARK SIMPSON FASTENERS
NAILING
22-10d
FLOOR TIE SCHEDULE
CS16FT1
MARK SIMPSON
STUD FRAMING
2x4's @ 12"O.C.
2x6's @ 12"O.C.
2x6's @ 16"O.C.
2x4's @ 16"O.C.
OPENING TO BE SPECIFIED BY ENGINEER.
WALLS TALLER THAN 16' AND/OR WALLS W/ LARGE
HEIGHT
10' TO 12'
14' TO 16'
12' TO 14'
0' TO 10'
STUD HEIGHTS
GRADE
DF OR HF STUD
DF OR HF STUD
DF OR HF STUD
DF OR HF STUD
No. Size Length Spacing
LENGTHWISE REINFORCING
FOOTING SCHEDULE
2CONT9"F-18 18"
F-24
F-30
F-20 CONT
CONT
CONT
24"
30"
20"
10"
10"
10"
2
3
2
MARK WIDTH LENGTH THICK
fc = 2500 PSI
No. Size Length Spacing
CROSSWISE REINFORCING
CONT 12" O.C.#4
12" O.C.
14" O.C.
18" O.C.
CONT
CONT
CONT
#4
#4
#4
fy = 60000 PSI
No. Size Length Spacing
LENGTHWISE REINFORCINGMARK WIDTH LENGTH THICK
24"
48"
42"
30"
36"
P-30
P-48
P-42
P-36
P-24
12"30"
48"
42"
36"
12"
12"
12"
24"10"
fc = 2500 PSI
18"
42"
36"
24"
30"
No. Size Length Spacing
CROSSWISE REINFORCING
#43
6
5
4
#4
#4
#4
2 #4
3EQ.
EQ.
EQ.
EQ.
6
5
4
EQ.2
PAD SCHEDULE
EQ.
EQ.
EQ.
EQ.
EQ.24"#4
42"
36"
30"
#4
#4
#4
18"#4
fy = 60000 PSI
(20) 16d SINKERS
HD3 STHD14 (24) 16d SINKERS
HD4 STHD14RJ (24) 16d SINKERS
GENERAL FRAMING NOTES
1. THE CONTRACTOR SHALL USE THE GRADES OF LUMBER
SPECIFIED IN THE BEAM SCHEDULES LISTED ON DRAWING.
DEEPER, WIDER, OR BETTER GRADES OF LUMBER MAY BE
SUBSTITUTED, ANY OTHER CHANGES MUST BE APPROVED BY
THE ENGINEEER.
2. (2) 2"x10" DF#2 OR BTR W/FILLER SHALL BE USED FOR ALL
LOAD-BEARING WINDOW AND DOOR HEADERS UNLESS
NOTED OTHERWISE ON DRAWING. TIMBERSTRAND LSL
HEADERS MAY BE SUBSTITUTED FOR THE (2) 2"x10" DF#2 OR
BTR.
3. (2) 1-3/4"x9-1/2" LVLs SHALL BE USED FOR ALL HEADERS
SUPPORTING A GIRDER TRUSS UNLESS NOTED OTHERWISE ON
DRAWING.
4. ALL MULTIPLE BEAMS AND HEADERS SHALL BE NAILED
USING 2 ROWS OF 16d NAILS @ 12" O.C.
5. ALL POINT LOADS SHALL BE SOLID BLOCKED TO THE
FOUNDATION.
6. USE DOUBLE TRIMMERS TO SUPPORT BEAMS AND
HEADERS GREATER THAN 6 FEET UNLESS NOTED OTHERWISE
ON DRAWING.
7. USE SIMPSON OR EQUIVALENT HARDWARE TO CONNECT
BEAMS 6' AND LONGER TO STUDS OR POSTS.
8. THE CONTRACTOR SHALL FOLLOW THE MINIMUM
FASTENING SCHEDULE LISTED IN IBC TABLE 2304.9.1.
9. ANY FASTENER IN CONTACT WITH PRESSURE TREATED
LUMBER SHALL BE GALVANIZED PER IRC 317.3.
10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE TO THE
2018 INTERNATIONAL BUILDING CODE.
6"x6"P4
P2 4"x4"DF#1
DF#1
POST SCHEDULE
POST SIZEMARK GRADE CONNECTORS*
BEAM FOUNDATION
SIMPSON AC4/ACE4
SIMPSON AC6/ACE6
* BEAM CONNECTORS ARE FOR BOTH INTERIOR AND EXTERIOR APPLICATIONS. FOUNDATION
CONNECTORS ARE FOR EXTERIOR APPLICATIONS ONLY. ANY FASTENER, NAIL, BOLT, ETC., IN
CONTACT WITH PRESSURE TREATED LUMBER SHALL BE GALVANIZED PER IRC 317.3.
SIMPSON EPB44
SIMPSON EPB66
P1
P3
P5 4"x4"x1/4" HSS Fy=46 KSI
MULT STUD
4"x6"DF#1 SIMPSON AC4/ACE4 SIMPSON EPB46
N/A N/A
SEE DETAIL 8-S1 SEE DETAIL 8-S1
USP
STAD10
STAD10RJ
STAD14
STAD14RJ
RS150
USP
FOOTING & FOUNDATION
1. THE FOOTINGS HAVE BEEN DESIGNED TO THE SOIL BEARING
PRESSURE SPECIFIED IN THE DESIGN CRITERIA. IT IS THE
RESPONISBILITY OF THE HOME OWNER TO VERIFY THE
BEARING PRESSURE. ANY ANOMALOUS SOIL BEARING
CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER BEFORE CONSTRUCTION.
2. ALL FOOTINGS ARE TO REST ON UNDISTURBED SOIL AND
SHALL BE A MINIMUM OF 30", OR LOCAL FROST DEPTH,
BELOW THE FINISHED GRADE.
3. THE CONTRACTOR SHALL ENSURE THAT THE FOOTINGS ARE
PROPERLY DRAINED AND THAT SOIL MOISTURE CONTENT
MEETS THE IRC REQUIREMENTS.
4. ANY ANOMALOUS SOIL CONDITION ENCOUNTERED DURING
EXCAVATION, SUCH AS SLIPPAGE, HIGH MOISTURE CONTENT,
IMPROPER DRAINAGE, ETC., SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER BEFORE PROCEEDING.
5. COMPACT BACKFILL AGAINST FOUNDATION WALL TO 85%
OF THE MODIFIED PROCTOR DRY DENSITY TO REDUCE
SETTLING OF FILL.
6. FOUNDATION ANCHOR BOLTS SHALL BE EMBEDDED IN AT
LEAST 7" OF CONCRETE AND PLACED WITHIN 12" OF SILL
PLATE END. IF MULTIPLE PLATES ARE USED, THE ANCHOR
BOLTS SHALL EXTEND THROUGH ALL PLATES. THERE SHALL BE
A MINIMUM OF 2 ANCHOR BOLTS PER WALL SECTION. SEE
CROSS SECTION FOR SIZE AND SPACING. 3"x3"x1/4" SQUARE
WASHERS SHALL BE USED BETWEEN ANCHOR BOLT AND
PLATE. IF WASHER IS SLOTTED, USE STANDARD WASHER
BETWEEN IT AND ANCHOR BOLT NUT.
7. GRADE 60 REBAR SHALL BE USED FOR BOTH VERTICAL AND
HORIZONTAL INSTALLATIONS.
8. HOLDOWNS SHALL BE EMBEDDED IN THE FOUNDATION PER
MANUFACTURERS REQUIREMENTS. THE CONTRACTOR SHALL
ENSURE THAT THE FASTENER HOOKS THE REBAR AND MEETS
THE MINIMUM EDGE DISTANCE.
9. ANY FASTENER IN CONTACT WITH PRESSURE TREATED
LUMBER SHALL BE GALVANIZED PER IRC 317.3.
24-10dHTS30CFT2MTW30C
SIMPSON USP
18-10d
14-10d
FOUNDATION SCHEDULEfc=3000 PSI
2 FT
9 FT
8 FT
4 FT
6 FT FLOOR OR
NONE
8"
#4 @ 24"
2-#4 BARS
MAX.
HEIGHT SUPPORT
TOP EDGE MIN.
THICKNESS
fy=60000 PSI
VERTICAL
STEEL
ROOF
DIAPHRAGM
9 FT
OVER ENGINEERING REQUIRED
#4 @ 16"
STEEL
HORIZONTAL
2-#4 BARS
4-#4 BARS
5-#4 BARS
6-#4 BARS
7-#4 BARS
STEEL AT
OPENINGS
TOP
1-#4 BAR
EACH SIDE
1. Based on 3000 psi concrete and 60.000 psi reinforcing steel.
2. To be placed in the center of the wall, and extended from the footing to within three inches of the top of the wall;
dowels of #4 bars to match vertical steel placement shall be provided in the footing, extending 24 inches into the
foundation wall.
3. One bar shall be located in the top four inches, one bar in the bottom four inches and the other bars equally spaced
between. Such bar placement satisfies the requirements of Section 1805.9. Corner reinforcing shall lap 24 inches.
4. Bars shall be placed within two inches of the openings and extend 24 inches beyond the edge of the opening; vertical
bars may terminate three inches from the top of the concrete.
5. Dowels of #4 bar @ 32" O.C. shall be provided in the footing, extending 18 inches into the foundation wall.
6. Diaphragm shall conform to the requirements of Section 2308.
7. Footing shall be a minimum of nine inches thick by 20 inches wide.
8. Soil backfill shall be soil classification types GW, GP, SW, or SP, per Table 1610.1. Soil shall not be submerged or saturated
in groundwater.
#4 @ 32"
NOTE 5
BOTTOM
1-#4 BAR
32
3 FT 6"3-#4 BARS#4 @ 32"
4
MAX LINTEL
LENGTH
MAX LINTEL
DEPTH
6'
FOOT OF
OPENING3'
2'
2" FOR EACH2'
WIDTH;
6" MIN.
1. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 7 16" APA
RATED OSB SHEATHING AND NAILED W/8d @ 4" O.C. EDGE,
12" O.C. FIELD UNLESS NOTED OTHERWISE.
2. SHEATHING SHALL EXTEND CONTINUOUS FROM FLOOR
SILL PLATE TO TOP PLATE OF UPPER WALL AND BE NAILED PER
REQUIRED EDGE SPACING ALONG SILL PLATE.
3. NAILS SHALL BE PLACED NOT LESS THAN 1 2" FROM EDGE OF
PANEL AND DRIVEN SO THAT THEIR HEAD OR CROWN IS
FLUSH WITH THE SURFACE OF THE SHEATHING.
4. ALL HORIZONTAL EDGES SHALL BE BLOCKED WITH 2"
NOMINAL OR WIDER FRAMING. WHERE PANELS ARE APPLIED
ON BOTH FACES OF A WALL WITH NAIL SPACING LESS THAN 6"
O.C., PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR
THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED.
5. A NAILING SCHEDULE REQUIRES THAT THE
FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS
RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL
NOT BE LESS THAN A 3" NOMINAL MEMBER. NAILS SHALL BE
STAGGERED.
1. TYPICAL FLOOR SHEATHING SHALL BE 3 4" T&G WAFER
BOARD NAILED W/8d NAILS @ 6" O.C. ON ALL EDGES, AND @
12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS.
2. SOLID BLOCK JOISTS AT POINT-LOAD BEARING LOCATIONS.
3. INSTALL FLOOR SHEATHING WITH FACE GRAIN AT RIGHT
ANGLES TO FRAMINIG WITH END JOINTS STAGGERED.
4. USE DOUBLE FLOOR JOISTS UNDER ALL LOAD BEARING
WALLS RUNNING PARALLEL WITH FLOOR JOISTS.
5. USE DOUBLE FLOOR JOISTS UNDER ALL INTERIOR
SHEARWALLS RUNNING PARALLEL WITH FLOOR JOISTS. NAIL
BOTTOM PLATE TO JOISTS W/16d NAILS @ 3" O.C.
6. USE DOUBLE JOISTS TO SOLID BLOCK UNDER ALL
SHEARWALLS RUNNING PERPENDICULAR TO FLOOR JOISTS.
NAIL BOTTOM PLATE TO BLOCKING W/16d NAILS @ 3" O.C.
1. ROOF TRUSSES SHALL BE DESIGNED TO MEET THE LOADS
SPECIFIED IN THE DESIGN CRITERIA. ALL TRIBUTARY, DRIFT,
UNBALANCED SNOW, MECHANICAL, ETC., LOADS SHALL BE
CONSIDERED IN THE DESIGN PER IRC REQUIREMENTS.
2. THE CONTRACTOR SHALL BLOCK BETWEEN THE TRUSSES
AND CONNECT EACH TRUSS TO WALL TOP PLATE WITH
SIMPSON H1 OR USP RT15 CONNECTORS.
3. ANY CHANGES TO THE TRUSS CONFIGURATION SHOWN ON
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO CONSTRUCTION.
4. ALL ENGINEERING TRUSS SUBMITTALS SHALL BE STAMPED
BY A ENGINEER LICENSED IN THE STATE OF UTAH.
S0
2018 IBC
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FOOTING STEP DETAIL
HOUSE FOUNDATION DETAIL
8
NOT TO SCALE
SUSPENDED PORCH DETAIL
5
NOT TO SCALE6HOLDOWN DETAIL
NOT TO SCALE
HOLDOWN DETAIL4NOT TO SCALE
3 NOT TO SCALE21
NOT TO SCALE
GARAGE FOUNDATION DETAIL INTERIOR FOOTING DETAIL
NOT TO SCALE
NOT TO SCALE
PIER DETAIL7 9 DECK CONNECTION DETAIL
NOT TO SCALE
FOOTING REBAR PER
FOOTING SCHEDULE
OVER 4" GRAVEL BASE
4" CONCRETE SLAB
#4 HORIZ. 4" FROM TOP
2x TRTD. SILL PLATE W/ 1/2"x10"
A.B. @ 32" O.C.
8" CONCRETE FOUNDATION
*DBL PLATES MAY BE
SUBSTITUTED FOR 3x AS LONG
AS A.B. EXTEND THRU BOTH
PLATES, AND PLATES ARE
GLUED AND NAILED W/16D @
3" O.C. ONLY BOTTOM PLATE
MUST BE TRTD.
#4 HORIZ. 4" FROM BOTTOM
GRADE 60 REBAR
3000 PSI CONCRETE
SHEARWALL DESIGNATION
REQUIRES 3x TRTD. PLATE*
W/5/8"x12" A.B. @ 24" O.C. OR 2x
TRTD. PLATE W/
5/8"x10" A.B. @ 16" O.C.
3
HORIZONTAL & VERTICAL REBAR PER
FOUNDATION SCHEDULE
ON FTG/FDN PLAN
SEE FTG SCHEDULE FOR SIZE AND
REINFORCEMENT REQS.
OVER 4" GRAVEL BASE
4" CONCRETE SLAB
FLOOR JOISTS PER PLAN
*DBL PLATES MAY BE
SUBSTITUTED FOR 3x
PROVIDED A.B. EXTEND THRU
BOTH PLATES, AND PLATES
ARE GLUED AND NAILED
W/16D @ 3" O.C. ONLY
BOTTOM PLATE MUST BE
TRTD.
3000 PSI CONCRETE
GRADE 60 REBAR
SHEARWALL DESIGNATION
REQUIRES 3x TRTD. PLATE*
W/5/8"x12" A.B. @ 24" O.C. OR 2x
TRTD. PLATE W/
5/8"x10" A.B. @ 16" O.C.
3
2x TRTD PLATE W/
1/2" A.B. @ 32" O.C.
#4 BAR 4" FROM TOP
#4 BAR 4" FROM BOTTOM
8" CONCRETE FOUNDATION
HORIZONTAL & VERTICAL REBAR PER
FOUNDATION SCHEDULE
ON FTG/FDN PLAN
D'
3' MIN
1.5 X D'
FTG
DEPTH
(2) #5 DIAGONAL
IN FDN WALL30
"
M
A
X
SEE FTG SCHEDULE FOR SIZE
POST PER SCHEDULE
12" DIA. SONOTUBE
#3 CIRCULAR TIES @ 6" O.C.
(4) #4 DOWELS
ON 8" DIA. CIRCLE
W/ (3) #3 TIES @ 3" O.C. TOP
AND REINFORCEMENT REQS.
SIMPSON CB?? POST BASE
OR EQUIV.
GRAVEL FILL
RECOMMENDED
NOT REQUIRED
4" CONCRETE SLAB
2x BEARING WALL
FOOTING SIZE AND
REBAR REQUIREMENT
PER FOOTING SCHEDULE
2x TRTD. SILL PLATE W/
POWDER ACTUATED
FASTENERS @ 32" O.C.
WHERE BRICK OCCURS
OTHERWISE MOVE FRAMING
FLUSH WITH EXTERIOR
FOUNDATION FACE.
FLOOR SHEATHING
(NAILING @ 6" O.C. MAX.,
JOIST W/ HOLDOWN)
DECK JOISTS PER SCHEDULE
FASTEN JOIST TO LEDGER
W/ SIMPSON ITT SERIES HANGAR
NAIL PER MANU. SPEC.
FASTEN 2X LEDGER TO RIM JOIST
W/ (1) 5/8"X4" LAG BOLT &
(4) 16D NAILS @ 16" O.C. LAG
BOLTS SHALL BE HOT-DIPPED
GALVANIZED OR STAINLESS STEEL.
(3) 8D BOX NAILS
CLINCHED @ 6" O.C.
I.E. 7 ROWS
4'x3/4" OSB
BOTH SIDES
1/8" MIN GAP
1" MAX
A
A
RIM JOIST
VIEW A
36" OF SIMPSON CS 16 STRAP. NAIL
W/ (26) 8D NAILS, 13 PER SIDE. INSTALL
IN NO LESS THAN 2 LOCATIONS. SUBSTITUTION OF
SIMILAR 1500 LB TENSION CONNECTION PERMISSIBLE.
FOUNDATION
# 4 REBAR
BOARD
FORM
NAIL TO
POST OR (2) 2X STUDS W/16d @ 24"
O.C. EACH SIDE FULL HEIGHT
FOUNDATION STRAP PER PLAN
SEE FOOTING/FOUNDATION PAGE
POST OR (2) 2X STUDS W/16d @ 24"
RIM JOIST OR BLOCKING
O.C. EACH SIDE FULL HEIGHT
FLOOR SHEATHING
ENSURE STRAP HOOKS REBAR
FOUNDATION
FOUNDATION STRAP PER PLAN
SEE FOOTING/FOUNDATION PAGE
#4 X 24" @ 18" O.C.
SHORED 4' O.C. FOR AT LEAST
THE SUSPENDED SLAB SHALL BE
4" SUSPENDED CONC. SLAB
SEE FTG SCHEDULE FOR SIZE
AND REINFORCEMENT REQS.
#4 VERTS @ 18" O.C.
#4 HORIZ @ 12" O.C.
#4 DOWELS @ 18" O.C.14 DAYS
24"
22 GAUGE STEELCO METAL DECKING
S1
2018 IBC
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Governing Code:
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FLOOR TO FLOOR TIE DETAIL
NOT TO SCALEFNOT TO SCALE
GABLE END DETAILE
G SHEARWALL OPENING DETAIL
NOT TO SCALE H NOT TO SCALE
OVERBUILD DETAIL
D NOT TO SCALE
CANTILEVER DETAIL
CNOT TO SCALEBWOOD I JOIST DETAIL
NOT TO SCALE
WOOD I JOIST DETAILA WOOD I JOIST DETAIL
NOT TO SCALE
SOLID BLOCKING DETAIL
NOT TO SCALEJ
SHEAR WALL NOTES FOR A.B. SPACING)
2 X CONTINUOUS SILL PLATES (SEE
1 3/4" BEARING REQUIRED
NAIL RIM JOIST TO PLATE
NAIL TO PLATE W/(3) 8d
NOTE: RETAINING TYPE FOUNDATION MUST BE USED
WHERE JOISTS DO NOT REST DIRECTLY ON TOP OF
FOUNDATION WALL AS ILLUSTRATED
CONCRETE FOUNDATION
ONE TOP AND ONE BOTTOM
W/(2) 8d BOX NAILS
NAIL RIM JOIST TO FLOOR JOIST
W/ 8d @ 6" O.C.
WOOD-I JOIST
(SEE SHEARWALL NOTES)
16d @ 8" O.C.
FLOOR SHEATHING
WOOD I-JOIST (SEE PLAN)
SHEATHING TO BLKG.
W 10d @ 4" O.C.
SOLID BLKG. @ 48" O.C.
OR DBL TOP PLATE
2 X STUDS @ 16" O.C. (TYPICAL)
SHEARWALL SHEATHING EXTENDS
CONTINUOUS TO TOP WALL PLATE
2 X CONTINUOUS SILL PLATE
RIMJOIST TOENAIL TO
PLATE W/8D @ 6" O.C.
FOUNDATION WALL SHOWN
FOUNDATION OR STUD WALL BEARING WALL
LAPS 4'-0" AND NAIL W/16d NAILS AT 4"
O.C. @ LAPS, 8" O.C. (TYPICAL)
NAIL OSB TO BLOCK W/8d @ 6" O.C.
ONE EACH SIDE
NAIL TO PLATE W/(2) 8d
2 X STUDS @ 16" O.C. (TYPICAL)
DOUBLE TOP PLATE, STAGGER ALL
WOOD I-JOIST
SOLID BLOCKING BETWEEN JOISTS
3 1/2" MIN. BEARING REQUIRED
NAIL BLOCK TO PLATE W/(3) 16d
ROOF TRUSS
CUT STRUT TO MATCH
ROOF SLOPE. BEAR ON
BRIDGE PLATE. NAIL
STRUT TO PLATE W/(4)
16d TOENAILS, 2 EACH SIDE.
2x PLATE W/(2) 16D
NAILS PER TRUSS
2x VERTICAL STRUT W/
2x BEARING STUD. NAIL
STRUT TO RIDGE OR RAFTER
SIDE W/ (2) 16D NAILS.
NAIL STRUT TO STUD W/
16D @ 12" O.C.
ROOF SHEATHING OVER
RIDGE BEAM OR RAFTER
STRUT SPACING
6'
10'
8'
4'
RIDGE
2"x4"
MEMBER SPACING
2"x6"
2"x8"
2"x10"
2"X4" STRUT ASSUMED.
RIDGE BEAM AND RAFTERS TO
BEAR ON TRUSS OR 2X PLATE.
DO NOT BEAR RIDGE OR RAFTERS DIRECTLY
ON SHEATHING.
WEB STIFFENER BY JOIST MANUFACTURER EACH SIDE OF JOIST
TO SUPPORT COLUMN LOAD (LENGTH = JOIST DEPTH + ?)
COLUMN LOADS CANNOT BE SUPPORTED BY WOOD I JOISTS
2 x 4 MIN BLOCKS BY CONTR. EA. SIDE OF JOIST
BLOCKING PANEL BY JOIST MANUFACTURER
2
2
3
1
1
1
2
3 3
1
2
3
(3) 8D BOX NAILS
CLINCHED
4'x3/4" OSB
BOTH SIDES
1/8" MIN GAP
1" MAX
8d NAILS @ 4" O.C.
4'x3/4" OSB SHEATHING
BOTH SIDES (BEARING WALL ONLY)
SOLID BLOCKING
I-JOIST OR RIM-JOIST
10d NAILS @ 4"
O.C. STAGGERED
3/4" OSB
4"
4"
2 x BEARING OR
NON BEARING WALL
7/16" OSB
RIMJOIST
REQUIRED ONLY FOR
FOR BEARING WALLS
LENGTH
PROVIDE MINIMUM
IN EACH END.
EQUAL NUMBER OF
SPECIFIED NAILS
END DISTANCE 8
7"END
LENGT
H
SPANCLEAR
LENGTH
END
CUTUSE EVERY OTHER NAIL HOLE IN A
ROW TO PROVIDE THE CODE
REQUIRED MINIMUM
CENTER-TO-CENTER NAIL SPACING
(4) 16 D NAILS
DIAGONAL BRACE TO BLOCK
2X BLOCKING - 2 BAYS
FASTEN ROOF SHEATHING
TO BLOCKING W/8d NAILS @ 6" O.C.
WOOD TRUSSES PER PLAN
2X4 DIAGONAL BRACE @ 6' O.C.
APPLY CONSTRUCTION ADHESIVE
TO KICKER BLOCK INTERFACE
2X4 FULL-LENGTH DRYWALL
BLOCKING. FASTEN TO DBL
TOP PLATE W/16d NAILS @ 6" O.C.
SIMPSON A-35 OR EQUIV.
DIAGONAL BRACE TO
DRYWALL BLOCKING
6 NAILS TOTAL, 3 PER SIDE.
SHEATHING
NAIL PER PLAN
DBL TOP PLATE
STUD WALL PER PLAN
1" SHEATHING GAP
IS PERMISSIBLE
8d NAILS PER EDGE
NAILING REQ.
OSB SHEATHING
CUT AROUND SHEARWALL
OPENING. BLOCK
HORIZONTAL EDGES
32" OF SIMPSON CS16
CENTER ON KING STUD
(4 PLACES)
7/16" OSB SHEATHING
ONE SIDE SHOWN
FOR CLARITY
SHEATHING EDGE
W/ SOLID BLOCKING
SHEAR WALL
OPENING(S)
FOUNDATION
HOLDOWN
PER PLAN
(NOT ALWAYS REQ.)
16" MIN. OF 2"x SOLID
BLOCKING EACH CORNER
FLAT BLOCKING AGAINST
WALL ACCEPTABLE
HD3 FLOOR-TO-
FLOOR TIE REQUIRED.
2 STORY STUCTURES
ONLY. PER PLAN
F
-
S2
2018 IBC
Date:
CO
U
N
T
R
Y
W
E
S
T
Governing Code:
R.
D
o
u
g
l
a
s
J
o
n
e
s
P
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E
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S.
D
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A
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n
c
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P
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C
.
17
0
5
N
.
H
i
l
l
F
i
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l
d
R
d
.
La
y
t
o
n
,
U
T
80
1
-
7
7
6
-
6
5
1
0
BR
I
D
L
E
W
O
O
D
#1
0
8
W
i
l
d
F
i
r
e
E
s
t
a
t
e
s
We
s
t
P
o
i
n
t
,
U
T
8
4
0
1
5
05/13/20
156340
D
ES
O
R
P
S
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F EER
OI
TSIG
LAN
ER
EE
IGN
N
R
A
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P
AAR
L
TS
NO.
H
T FOE
D.J
U
N
O
H
S
E
05/13/
2
0
FASTEN TOP PLATE TO HEADER WITH TWO
ROWS OF 16D SINKER NAILS AT 3" ON CENTER TYP.
1000 LB STRAP OPPOSITE SHEATHING
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
MIN. WIDTH = 16" FOR ONE STORY STRUCTURES
MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO
STORY STRUCTURES
MIN. 2x4 FRAMING
3/8" MIN. THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
SIMPSON STHD14 OR SIM. (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
(2) 5 8"X12" ANCHOR BOLTS
6" CONCRETE EMBEDMENT
TYPICAL PORTAL
FRAME
CONSTRUCTION
FOR A PANEL SPLICE
(IF NEEDED), PANEL
EDGES SHALL BE
BLOCKED AND OCCUR
WITHIN 24" OF MID-
HEIGHT. ONE ROW OF
TYP. SHEATHING-TO-
FRAMING NAILING IS
REQUIRED.
IF 2x4 BLOCKING IS
USED, THE 2x4 MUST
BE NAILED TOGETHER
WITH 3 16D SINKERS
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
MIN. 3"x11.25" NET HEADER
(1) FULL-WIDTH TRTD PLATE W/
(2) 2X BLOCKS GLUED AND NAILED
10
'
M
A
X
2X4 STUD WALL @ 16" O.C.
(3) 16d NAILS TRUSS
TO EACH STUD
TOP AND BOTTOM CHORDS
ROOF TRUSSES
FULLY-SHEATHED SECOND-STORY WALL
2X10 BLOCKING
BOTTOM FLUSH WITH
DBL TOP PLATE
2" GAP BETWEEN SHTG
PERMISSIBLE
ROOF SHTG NOT SHOWN.
SEE ROOF SHTG NOTES FOR
SIZE & NAILING.
ENERGY-HEEL TRUSS
SIMPSON H1 OR EQUIVALENT
EACH TRUSS TO DBL TOP PLATE
DBL TOP PLATE
2X4 STUD WALL @ 16" O.C.
FULLY-SHEATHED
SECOND-STORY WALL
SIMPSON A-35
EACH TRUSS TO BLOCK
2X BLOCK
NAIL TO STUDS
W/ (3) 16d NAILS
SIMPSON LU24 HANGER
BOTTOM CHORD TO RIMJOIST
TRUSSES @ 24" O.C.
ROOF SHEATHING
NAIL TO FRAME PER
SHEATHING EDGE NAIL
REQUIREMENT
TRUSSES @ 24" O.C.
FASTEN 7 16" OSB
SHEATHING
AROUND FRAME
PERIMETER
W/8D @ 6" O.C.
2X4 WOOD
FRAME BY
TRUSS
MANUFACTURER
SIMPSON A-35 @ 24" O.C.
FRAME TO TOP PLATE
S3
2018 IBC
Date:
S.
D
.
A
.
,
I
n
c
.
P
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C
.
17
0
5
N
.
H
i
l
l
F
i
e
l
d
R
d
.
La
y
t
o
n
,
U
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80
1
-
7
7
6
-
6
5
1
0
CO
U
N
T
R
Y
W
E
S
T
Governing Code:
R.
D
o
u
g
l
a
s
J
o
n
e
s
P
.
E
.
S.
D
.
A
.
,
I
n
c
.
P
.
C
.
17
0
5
N
.
H
i
l
l
F
i
e
l
d
R
d
.
La
y
t
o
n
,
U
T
80
1
-
7
7
6
-
6
5
1
0
BR
I
D
L
E
W
O
O
D
#1
0
8
W
i
l
d
F
i
r
e
E
s
t
a
t
e
s
We
s
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P
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i
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,
U
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8
4
0
1
5
TRUSS CONNECTION DETAIL3NO SCALE
GARAGE OPENING DETAIL1NO SCALE
TRUSS CONNECTION DETAIL2NO SCALE
TRUSS CONNECTION DETAIL4NO SCALE
TRUSS BLOCKING DETAIL5NO SCALE
05/13/20
156340
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LAN
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NO.
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D.J
U
N
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05/13/
2
0
5
S1
TYP
S1
3
F-
2
0
HD3
F-18
F-
2
4
P2 P2
P-24
P-24
HD3
F-20
HD3
HD3
HD3
HD35
S1
TYP
1
S1
TYP
HD2
HD2HD2HD2
HD1
HD1
F-18
F-18
F-
2
0
F-20
HD2
P-24
F-
2
0
F-24
2
S1
TYP
F-
2
0
F-20
F-20
2'-91 2"3'-0"9'-41 2"9'-0"25'-41 2"
1'-6"9'-0"1'-6"
2'
-
0
"
8"
2'
-
0
"
HD1
HD3
S1
1
15'-111 2"
6
S1
TYP
FOOTING AND FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
SOIL BEARING PRESSURE
DEAD
SNOW
FLOOR LOADS
ROOF LOADS
1.00
DESIGN CRITERIA
SEISMIC
GOVERNING CODE
1.00
6.5
WIND SPEED BASIC, V
SURFACE ROUGHNESS
RISK CATEGORY II
DECK LOADS
DEAD
LIVE
DEAD
LIVE
10 PSF
60 PSF
DESIGN CATEGORY
IMPORTANCE FACTOR, Ie
RESPONSE COEFFICIENT, Rw
SITE COEFFICIENT, Fa
DESIGN SPECTRAL RESPONSE, S
DESIGN SPECTRAL RESPONSE, S
S
DS
2018 IBC
D
.96
1.11
.71
105 MPH
C
15 PSF
30 PSF
10 PSF
40 PSF
1500 PSF
S4
CO
U
N
T
R
Y
W
E
S
T
Governing Code:
2018 IBC
Date:
R.
D
o
u
g
l
a
s
J
o
n
e
s
P
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E
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S.
D
.
A
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I
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c
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P
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C
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17
0
5
N
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H
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l
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F
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d
R
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La
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t
o
n
,
U
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80
1
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7
7
6
-
6
5
1
0
BR
I
D
L
E
W
O
O
D
#1
0
8
W
i
l
d
F
i
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e
E
s
t
a
t
e
s
We
s
t
P
o
i
n
t
,
U
T
8
4
0
1
5
05/13/20
156340
D
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O
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P
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F EER
OI
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LAN
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EE
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N
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A
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P
AAR
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NO.
H
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D.J
U
N
O
H
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05/13/
2
0
P1 P2
P2
A
S2
B
S2
S2
A
S2
B
16
'
-
2
"
8'
-
1
"
15
'
-
7
"
5'
-
0
1
2 "
FB1FB1FB1 FB2
FB1
18
'
-
4
1
2 "
15
'
-
9
1
2 "
17
'
-
8
1
2 "
MAIN FLOOR FRAMING PLAN
SCALE: 1/8" = 1'-0"
S5
2018 IBC
Date:
CO
U
N
T
R
Y
W
E
S
T
Governing Code:
R.
D
o
u
g
l
a
s
J
o
n
e
s
P
.
E
.
S.
D
.
A
.
,
I
n
c
.
P
.
C
.
17
0
5
N
.
H
i
l
l
F
i
e
l
d
R
d
.
La
y
t
o
n
,
U
T
80
1
-
7
7
6
-
6
5
1
0
BR
I
D
L
E
W
O
O
D
#1
0
8
W
i
l
d
F
i
r
e
E
s
t
a
t
e
s
We
s
t
P
o
i
n
t
,
U
T
8
4
0
1
5
05/13/20
156340
D
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O
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P
S
E
F EER
OI
TSIG
LAN
ER
EE
IGN
N
R
A
T
P
AAR
L
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NO.
H
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D.J
U
N
O
H
S
E
05/13/
2
0
GRADE
FLOOR BEAM SCHEDULE
MARK
FB1
BEAM SIZE
DEEPER, WIDER, OR BETTER GRADES OF LUMBER MAY BE
SUBSTITUTED. ACCEPTABLE SUBSTITUTIONS: LSL FOR DOUG FIR,
LVL FOR LSL, PSL FOR LVL. OTHER SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER.
DEAD LOAD = 10 PSF LIVE LOAD = 40 PSF
FB2
(3) 2x10 DF#2 or BTR
FB3
FB4
FB5
FB6
FB7
(2) 2x10 DF#2 or BTR
UNLESS NOTED OTHERWISE ALL
FLOOR FRAMING MEMBERS ARE
11-7/8" TJI/210 @ 16" O.C.
(3) 2x10 DF#2 or BTR
(3) 2x10 DF#2 or BTR
(3) 1-3/4"x14"1.9E, 2600 Fb, LVL
(2) 2x10 DF#2 or BTR
(2) 1-3/4"x11-7/8"1.9E, 2600 Fb, LVL
FB8 (2) 1-3/4"x11-7/8"1.9E, 2600 Fb, LVL
2
2
2
4 4
4 4
4 4
2
2
2
3
3
2
2
2
2
2
2
2
3
3
MAIN SHEARWALL PLAN
SCALE: 1/8" = 1'-0"
S6
2018 IBC
Date:
CO
U
N
T
R
Y
W
E
S
T
Governing Code:
R.
D
o
u
g
l
a
s
J
o
n
e
s
P
.
E
.
S.
D
.
A
.
,
I
n
c
.
P
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C
.
17
0
5
N
.
H
i
l
l
F
i
e
l
d
R
d
.
La
y
t
o
n
,
U
T
80
1
-
7
7
6
-
6
5
1
0
BR
I
D
L
E
W
O
O
D
#1
0
8
W
i
l
d
F
i
r
e
E
s
t
a
t
e
s
We
s
t
P
o
i
n
t
,
U
T
8
4
0
1
5
05/13/20
156340
D
ES
O
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P
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F EER
OI
TSIG
LAN
ER
EE
IGN
N
R
A
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P
AAR
L
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NO.
H
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D.J
U
N
O
H
S
E
05/13/
2
0
1
S3
E
S2
TYP
RB
3
2
S3
TYP
P1 P
1
H
S2
TYP
1
S3
P1
P
1
P
1
P
1
RB5
RB4
RB4
RB4
RB1
RB4
RB
2
RB4
RB3
RB3
RB3 RB3
RB4 RB4
RB5
RB3 RB3
RB
4
RB
2
RB
4
P1P1
P
1
P
1
RB4
S3
5
1
S3
1
S3
GIRDER
ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
GRADE
ROOF BEAM SCHEDULE
RB3
RB2
MARK
RB1
BEAM SIZE
DEEPER, WIDER, OR BETTER GRADES OF LUMBER MAY BE
SUBSTITUTED. ACCEPTABLE SUBSTITUTIONS: LSL FOR DOUG FIR,
LVL FOR LSL, PSL FOR LVL. OTHER SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER.
DEAD LOAD = 15 PSF SNOW LOAD = 30 PSF
S7
2018 IBC
Date:
CO
U
N
T
R
Y
W
E
S
T
Governing Code:
R.
D
o
u
g
l
a
s
J
o
n
e
s
P
.
E
.
S.
D
.
A
.
,
I
n
c
.
P
.
C
.
17
0
5
N
.
H
i
l
l
F
i
e
l
d
R
d
.
La
y
t
o
n
,
U
T
80
1
-
7
7
6
-
6
5
1
0
BR
I
D
L
E
W
O
O
D
#1
0
8
W
i
l
d
F
i
r
e
E
s
t
a
t
e
s
We
s
t
P
o
i
n
t
,
U
T
8
4
0
1
5
05/13/20
156340
D
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O
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P
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F EER
OI
TSIG
LAN
ER
EE
IGN
N
R
A
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P
AAR
L
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NO.
H
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D.J
U
N
O
H
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05/13/
2
0
RB4
(2) 1-3/4"x9-1/2"1.9E, 2600 Fb, LVL
(2) 2x6 DF#2 or BTR
RB5
(2) 1-3/4"x11-7/8"1.9E, 2600 Fb, LVL
(2) 1-3/4"x14"1.9E, 2600 Fb, LVL
(2) 2x10 DF#2 or BTR
Roof Trusses (designed according
to R802.10.1) 35 # Snow and 90
mph winds (Local Conditions)