Tahoma Terra Structural COFFEE HOUSE plansetSTRUCTURAL NOTESS0
JOB #:23-5172
DATE:09-06-2023
REV:
REV:DANIEL TYRRELL, P.E.CONSULTING ENGINEERAPPROVED BY:
TYP. HANGER SCHEDULE
2x10 SIMPSON LUS210
(2)-2x10 SIMPSON LUS210-2
2x12 SIMPSON LUS210
(2)-2x10 SIMPSON LUS210-2
2x8 SIMPSON LUS28
(2)-2x8 SIMPSON LUS28-2
SIMPSON IUS1.81/9.5912" TJI 110
SIMPSON IUS2.06/9.5912" TJI 210
SIMPSON IUS1.81/11.881178" TJI 110
SIMPSON IUS2.06/11.881178" TJI 210
09-06-2023 MAILING: P.O. BOX 537, MILTON, WA 98354 PHONE: (253) 326-1081 EMAIL: DANTYRRELL@ATT.NETPLAN: TAHOMA TERRA COFFEE HOUSECLIENT: THE KEIMIG ASSOCIATES
HOLDOWN / STRAP SCHEDULE
24"x24"x10" CONC. PAD
W/ (3)-#4 BARS EA. WAY S1
JOB #:PLAN: TAHOMA TERRA COFFEE HOUSEYELM, WATAHOMA BLVD SESYMBOL LEDGEND
POST / COLUMN
BRG WALL
POINT LOAD ABOVE
STANDARD STRUCTURAL FOUNDATION DETAILS SEE PAGE SD1
STANDARD STRUCTURAL FRAMING DETAILS SEE PAGE SD2
ANCHOR BOLT SCHEDULE
DATE:
REV:
REV:
(2)-16d @ 5" O.C.
16d @ 5" O.C.
N/A
(2)-16d @ 4" O.C.
8d @ 3" O.C.
8d @ 3" O.C.
8d @ 2" O.C.
SHEARWALL SCHEDULE (HF STUDS @ 16" O.C.)
8d @ 6" O.C.
7/16 APA RATED
SHEATHING OR APA
RATED SIDING U.N.O.
16d @ 3-1/2" O.C.8d @ 4" O.C.A35 @ 14" O.C.
A35 @ 10" O.C.
A35 @ 8" O.C.
A35 @ 7" O.C.
A35 @ 21" O.C.
NOTES: (NOT ALL NOTES APPLY TO ALL SHEARWALLS. SEE SCHEDULE FOR APPROPRIATE NOTES)
1. SCHEDULE IS BASED ON HEM-FIR STUDS @ 16" O.C.
2. PLYWOOD SHEATHING IS TO BE APA RATED 24/O MINIMUM AND MAY BE OSB OF EQUAL
RATING.
3. ALL SHEATHING TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED.
4. ALL NAILS TO BE COMMON WIRE OR GALVANIZED BOX (HOT DIPPED OR TUMBLED ONLY)
5. STUDS TO BE 3x OR WIDER AT ADJOINING PANEL EDGES AS NOTED. IN LIEU OF A SINGLE
3x STUD, (2)-2x STUDS MAY BE FASTENED TOGETHER W/ CONSTRUCTION ADHESIVE & 10d NAILS.
COMPLETELY COAT STUDS W/ ADHESIVE & SANDWICH TOGETHER W/ (2)-ROWS 10d NAILS @ 6" O.C.
STAGGERED. SQUEEZE OUT OF ADHESIVE SHOULD BE EVIDENT.
6. SHEATHING PANEL JOINTS EACH SIDE OF WALL TO BE OFFSET OR, IF PANEL JOINTS ALIGNED,
STUDS TO BE 3x OR WIDER AT ADJOINING PANEL EDGES AS NOTED.
7. N/A
8. SHEATHING NAILING SHOWN APPLIES TO ALL PANEL EDGES. SHEATHING NAILING AT
INTERMEDIATE SUPPORT TO BE OF SAME SIZE SHOWN @ 12" O.C.
CAUTION: DO NOT OVERDRIVE NAILS. NAIL HEADS TO BE FLUSH WITH FACE OF SHEATHING.
9. REFER TO TYPICAL DETAILS FOR LOCATIONS OF FRAMING ANCHORS WHEN REQ'D.
(FRAMING ANCHOR NOT REQUIRED WHEN SHEATHING EXTENDS ONTO RIM ABOVE & BELOW
SHEARWALL.)
10. WHEN SHEATHING EXTENDS ONTO RIM JOIST BELOW, SECURE BOTTOM PLATE W/ 16d NAILS
@ 6" O.C.
8d @ 4" O.C.A35 @ 7" O.C.
1,2,3,4,8,9,10
1,2,3,4,5,8,9,10
1,2,3,4,5,8,9,10
1,2,3,4,5,8,9,10
1,2,3,4,6,8,9,10
1,2,3,4,5,8,9,10
JOIST / BEAM / HDR SCHEDULE
JOIST / BEAM / HDR SIZEMARK DANIEL TYRRELL, P.E.CONSULTING ENGINEER MAILING: P.O. BOX 537, MILTON, WA 98354 PHONE: (253) 326-1081 EMAIL: DANTYRRELL@ATT.NETAPPROVED BY:
(2)-16d @ 31 2" O.C.
FOOTING SCHEDULE
09-06-2023
HF3"STHD10 28-10d --
STHD14 HF3"30-16d --CLIENT: THE KEIMIG ASSOCIATES23-5172
09-06-2023
STANDARD STRUCTURAL FOUNDATION DETAILSSD1
REV:
REV:DANIEL TYRRELL, P.E.CONSULTING ENGINEER MAILING: P.O. BOX 537, MILTON, WA 98354 PHONE: (253) 326-1081 EMAIL: DANTYRRELL@ATT.NETAPPROVED BY:
REV:
REV:06-20-2016
01-17-2017
11-28-2017
09-06-2023
10-01-2021PLAN: TAHOMA TERRA COFFEE HOUSECLIENT: THE KEIMIG ASSOCIATES
STANDARD STRUCTURAL FRAMING DETAILS07-30-2015
SD2
REV:
REV:DANIEL TYRRELL, P.E.CONSULTING ENGINEERAPPROVED BY:
REV:
REV:
08-20-2019
09-06-2023 MAILING: P.O. BOX 537, MILTON, WA 98354 PHONE: (253) 326-1081 EMAIL: DANTYRRELL@ATT.NETPLAN: TAHOMA TERRA COFFEE HOUSECLIENT: THE KEIMIG ASSOCIATES