HomeMy WebLinkAboutPLANS REVISED APPROVED - 20-00517 - 916 Pine Brook Ln - Rasmussen New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Description : 916 Pine Brook Ln - Rasmussen New SFRAddress : Record Type : New Single Family ResidenceDocument Filename : REVISED PLANS.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report Approved
# 20-00517
New Single Family Residence
The garage needs engineering. The great room will probable work but you could have the engineer look at it also.
Approval of plans does not constitute approval of variance from code
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SHEARWALL SCHEDULE
MARK
NAILING 2,5
EDGES FIELD
SILL PLATE
NAILING 7
5/8" Ø SILL PLATE 8
ANCHOR REMARKS
6" OC
4" OC
3" OC 3,4
2" OC 3,4
4" OC EF
3" OC 3,4
2" OC 3,4
12" OC
12" OC
12" OC
12" OC
12" OC EF
12" OC EF
12" OC EF
16d @ 9" OC
16d @ 6" OC
16d @ 4" OC
16d @ 3-1/2" OC
16d @ 2-1/2" OC
16d @ 2" OC
16d @ 2" OC
@ 48" OC
@ 30" OC
@ 24" OC
@ 18" OC 4
@ 12" OC
@ 10" OC
@ 10" OC 4
---
---
---
---
SHEATHING OF BOTH
SIDES OF WALL
SHEATHING OF BOTH
SIDES OF WALL
SHEATHING OF BOTH
SIDES OF WALL
1,2,3,4,5,6,7,8
SHEAR PANEL MARK
APPROX PANEL LENGTH
(SHOWN ON PLAN)
NOTES:
1 APA RATED, STRUCTURAL 1 SHEATHING 15/32 MIN, EXPOSURE 1. ALL
SHEATHING SHALL BE BLOCKED AT UNSUPPORTED EDGES.
2 ALL NAILS SHALL BE 8d COMMON WIRE NAILS W/ 1-1/4"MIN PENETRATION
INTO FRAMING.
3 PROVIDE 3x BLOCKING AT ADJOINING PANEL EDGES WHERE NAILS ARE
SPACED 2". (ALT USE (2) 2x STUDS OD BLOCKING FASTENED TOGETHER
W/ 16d NAILS SPACECD AT REQUIRED EDGE NAILING OF SUBJECT
SHEARWALL)
4 PROVIDE 3x FOUNDATION SILL PLATES WHERE NAILS ARE SPACED 2".
STAGGER NAILING. (ALT. USE TWO 2x SILL PLATES W/ SILL PLATE
ANCHORS PENETRATING THRU BOTH PLATES AND FASTENED WITH
PLATE WASHERS)
5 STAGGER VERTICAL JOINTS IN PLYWOOD SHEETS WHERE SHEAR WALLS
ARE SHEATHED ON BOTH SIDES
6 VALUES ARE FOR WOOD WALL FRAMING OF STUD SPACING 16" OC OR
LESS.
7 PLATE NAILING TO RIM BOARD OR BLOCKING. PROVIDE ADDITIONAL
BLOCKING FOR NAILING WHERE NAILS ARE SPACED 3" OR LESS.
STAGGER NAILING.
8 SILL ANCHOR SHALL BE ASTM F1554 GRADE 55 W/ 7" MIN EMBED INTO
CONCRETE.
A
B
C
C C
B B
D
D D
X'-X"
X
9" MAX.
SHTHG, PER NOTE1
.
STUD
FN
DBL TOP PLATE
EN
SILL CONNECTORS
HD ANCH WHERE OCCURS
ELEVATION
NOTES:
1. SEE PLAN AND SHEAR WALL SCHEDULE FOR SHEATHING AND NAILING DATA
A. SHEATHING:
(a) STAGGER SHEETS AS SHOWN
(b) FACE GRAIN MAY RUN EITHER DIRECTION
(c) MINIMUM SHEET DIMENSION SHALL BE 2'-0"
(d) SHEETS MAY BE HORIZONTAL OR VERTICAL
B. NAILING:
(a) USE COMMON NAILS
(b) MINIMUM EDGE DISTANCE SHALL BE 3/8", AND NAILS SHALL NOT
BE DRIVEN THRU THE OUTER PLY. STAGGER NAILS AT ADJACENT
SHEATHING SHEET
(c) EDGE BLOCKING IS REQUIRED
PT SILL PLATE WHERE OCCURS
FULL HEIGHT POST OR KING
STUDS AT HD
EN TO FULL HEIGHT HD
POST/KING STUDS
BLKG BTWN
EA STUD
Scale
Project number
Date
Drawn by
Checked by 859 YELLOWSTONE HWY SUITE 901 REXBURG IDAHO 83440
TEL: 208.754.7020 FAX: 208.754.7030 www.JohnMartinTeton.com
RASMUSSEN
RESIDENCE
3/4" = 1'-0"
7/21/2020 12:31:24 PM
SK-1
SHEARWALL SCHEDULE
T-1059
2020-07-21
ATT
JTT
07/2020
D
.
W
.
R
N
G
.
R
E
F
.
AA
A
A
A A
A
A
A
A
A
B
8
0
'
15'-1"8'-6"
1
6
'
-
5
1
/
2
"
1
2
'
1
1
'
-
9
1
/
2
"
1
6
'
-
3
"
7'-6 1/2"7'-6 1/2"
4
'
-
7
"
4
'
4
'
6
'
6
'
7
'
-
0
1
/
2
"
4
'
-
8
1
/
2
"
8
'
8
'
-
3
"
54'
27'-4"8'-10 1/2"10'7'-10"
8
0
'
8
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-
4
"
1
8
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-
6
1
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2
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1
3
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1
1
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2
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4
0
'
1
6
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4
1
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11'-4"12'-4"
4
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1
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2
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4
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5
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-
1
0
1
/
2
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2
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-
2
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5'-8
"
5'-8"6'6'-4"56'17'-7"5'-4 1/2"15'-6"2'-8"10'-2"4'-9"
3
'
-
6
"
2
'
9
'
-
3
1
/
2
"
7
'
-
8
1
/
2
"
8'-10 1/2"17'-4 1/2"
6
'
-
1
"
1
1
'
-
7
"
5
'
-
1
0
1
/
2
"
1
'
-
6
"
2'
14' TO OPENING
2'2'2'-6"
11'-1"4'15'-2"
3
'
-
1
0
1
/
2
"
3'-9 1/2"5'-
3
"
2'-3 1/2"2'-11 1/2"
45°4'4'1'-8"10'1'-2"MECH.9'-10"10'-11 1/2"2'-6 1/2"4'-7 1/2"12'-7"3'-3"3'-10"4'-1 1/2"4'-4"1'-11 1/2"2'5'9'-7"4'-3 1/2"3'-2 1/2"7'-2 1/2"2'-11 1/2"2'
2'17'-2 1/2"
1
2
'
-
2
1
/
2
"
D
1
3'-8"
3
'
-
3
1
/
2
"
D
3
D
2
D9 D5
D
4
D
6
D7 D8D9D9
D
1
3
D
1
0
D
1
1
D12D12 D12 D12
D
1
4
17'-7"
D
O
W
N
26'-10 1/2"
45°
D
1
5
D
1
6
W O R K D E S I G N S
NOTE: WHILE EVERY ATTEMP HAS BEEN
MADE TO COMPLY WITH CURRENT
CODES AND STANDARDS, CONTRACTOR
SHALL VERIFY COMPLIANCE WITH ALL
APPLICABLE CODES AND REGULATIONS
DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 0 2
F I R S T F L O O R P L A N
R A S M U S S E N H O M E P L A N
FIRST FLOORSCALE: 1/4" = 1'-0"
S C A L E : 1 /4 " = 1 '-0 "
A
5
'
-
0
"
A
4
'
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6
"
A
54'-0"
17'-6"
A
A
2
8
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SCALE:JOB:DRAWN:DATE:SHEET:OF NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD3660 Gateway Street, Springfield, Oregon 97477 Phone: 800-347-7260 Fax: 541-679-2612 PRODUCT PLACEMENT DRAWING by K & R Design, LLC Structural and dimensional checks shall be made by the architect or engineer of record to assure accuracy of product selection and capability . The purchaser is to check and approve all dimensions, quanitities, loads and details care fully. No liability is assumed by the drafting serv ice.
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1RFP 20-155 1/4"7-4-20K&R Design for First Floor Framing1JamestownIdahoSunpro
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Roseburg Forest Products Engineered Wood Products Code Report Index:ICC ESR-1251 I-Jois ts ICC ESR-1210 LVL & LV L Rim City of Los Angeles RR25439 I-joists City of Los Angeles RR25680 LVL California DSA PA 131 I-Joists California DSA PA 136 LVL California DSA AC 23-1 I-Joists PR-L259 (RFPI Joists)PR-L289 (RigidLam LVL)PR-L270 (RigidLam Studs)CCMC 13323-R (Canada) I-Joists CCMC 13310-R (Canada) LVLWeb Stiffeners:Web stiffeners shall be used for hardware connections where needed. See Simpson Strong-tie or USP Connector Manual for additional details. See Roseburg Forest Products Design Guide for additional information relating to Web Stiffeners.
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This i-joist placement diagram is to supplement the architectural and structural drawings for this project, it is not intended to replace those documents. Refer to all plans and de tails when constructing this project.Drafting service has created this i-joist placement diagram from architectural and structural drawings supplied by o thers. Verify design and product selection with architect or engineer of rec ord. No liability for errors, omissions or engineering. We are not engin eers and are not responsible for the design of this project.
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Jamestown Saturday, July 4, 2020 Main floor system Job # RFP 20-155 I-joists spaced 16"oc No plan date shown Place joists to allow penetrations M.I.L -- designer Verify prior to bid & construction No phone #Mark Material Width Depth Quantity Cut Length Total Lengt h Blocking BL1 RFPI 400 2 1/16 11 7/8 1 35' 0 15/16" 35' 0 15/16"Subtotal 35' 0 15/16"Hangers H1 Simpson ITS2.06/11.88 3 H2
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1
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Subtotal 1572' LVLs B1 2-Ply 2.0E RigidLam 1 3/4
9
1
/
2
2
5
'
1
0
'
Subtotal 10' B2 2-Ply 2.0E RigidLam 1 3/4
1
1
7
/
8
2
2
0
'
4
0
'
B3 2-Ply 2.0E RigidLam 1 3/4
1
1
7
/
8
2
1
3
'
2
6
'
B4 2-Ply 2.0E RigidLam 1 3/4
1
1
7
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8
2
9
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1
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6
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Subtotal 90' B6 3-Ply 2.0E RigidLam 1 3/4
1
4
3
1
7
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5
1
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Subtotal
5
1
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RIMs R1
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2
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0
'
Subtotal
2
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0
'
2169 SF
83'
59'
59'83'43'8'-8 1/2"8'17'6'-4"25'12'41'-5"6'-6"
2'39'-5"17'-7"
28'15'21'-11"18'-1"17'-7"DD EEFFAVAULTVAULTVAULTVAULTVAULT PEAK 8'-0"9'-0"TRAY CEILINGSTD. CEILING HEIGHTSTD. CEILING HEIGHT
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W O R K D E S I G N S
NOTE: WHILE EVERY ATTEMP HAS BEEN
MADE TO COMPLY WITH CURRENT
CODES AND STANDARDS, CONTRACTOR
SHALL VERIFY COMPLIANCE WITH ALL
APPLICABLE CODES AND REGULATIONS
DRAWN BY: MATT LEWIS 2 0 2 0SHEET: 0 0 5
R O O F P L A N
R A S M U S S E N H O M E P L A N
ROOFSCALE: 1/8" = 1'-0"CEILINGSCALE: 1/8" = 1'-0"
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NOTE:CONTRACTOR TO DETERMINELOCATION, TYPE, AND AMOUNTOF ATTIC VENTILATION REQ'D
S C A L E : V A R I E S
5-1/8"x16-1/2" GLB5-1/8"x16-1/2" GLB
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