Page 23 - 04_Basic Permit Set
P. 23
06/06/2022
S100
SHEET TITLE BASEMENT
| 2116
project
F 44' - 0" 18' - 0"
1 PIANALTO RESIDENCE
7' - 1"
1 Shawnee, KS 66216 VINCE & BAILEY PIANALTO
D.2 E PROJECT 4728 Noland Rd. OWNER
Foundation Hardware Simpson HTT4, STHD14
Or STHD14RJ Or As Noted In Plan. Each end
No N 2 1/8"
Where Noted. Provide 2x Blocking At Edges Except
WSP (IRC T. 602.10.4) Braced Panel of 7/16" OSB
Braced Panel of 7/16" OSB With 8d @ 4, 12" OC.
Provide Holdowns Where Noted. Block All Panel
With 8d @ 6, 12" OC. Provide Holdown Straps
Approved Hangers W/ Full Size Nails - At Steel Beams Minimum 4" Beam Seat. If shims are used at concrete walls, fully grout Provide 7/16" OSB exterior sheathing, Index 24/0 at all exterior walls nailed with 8d @ 6" & 12" O.C. typical except as noted at WSP Or E Provide Double Floor Truss In Floor Beneath This Braced Wall. Straps Required To Fasten Double Wall End Studs To Double Truss Below. Provide Vertical Strap, Double Stud To Side Of Truss. 2x Block Within Truss. Provide 8d @ 6" O.C. Along Roof Member. EL.-12' - 20" x 12" Architect
As Noted On Plan. FRAMING NOTES of Panel. Nails seats. type braced panels. 10 1/8" EL.-14' - Bearing Footing - 06/06/2022 David Herron - Kansas License #6335
Edges. SEAL
16" x 8"
2 1. 2. 3. 4. 5. 6. 7.
Bearing Footing -
E1 WSP Note #5 Note #6 Note #7 1
D.1 42' - 0" 42' - 0" 2 1/8" EL.-12' - 42' - 10"
WSP 2 20" x 12"
10 1/8" FROM FOUNDATION TO VALLEY BEAM Bearing Footing - REVISIONS
EL.-14' - A354 FOR fc = 4000 PSI @ 28 DAYS THIS IS A FULL HEIGHT COLUMN
3 REFER TO SHEETS FURTHER WALL CONSTRUCTION INFORMATION. FOUNDATION WALL: REBAR ASTM A615 CONCRETE SLAB: 4" THICKNESS WITH #4 AT 24" O.C. EACH OR 6x6x1.6 WELDED
16" x 8" A351 - GRADE 60 CONCRETE: WAY WIRE FABRIC
Bearing Footing -
HSS4X4X1/4 STUD PACK
D (4) 2x6
2 1/8" 2 1/8" 2 1/8" 2 1/8" 2 1/8" 2 1/8"
C.3 C.6 0' - 4" EL.-11' - EL.-11' - EL.-11' - EL.-11' - EL.-11' - EL.-11' -
3' - 0"
C.2 4" Foundation Slab 4" Foundation Slab 4" Foundation Slab 4" Foundation Slab 4" Foundation Slab 4" Foundation Slab 2 1/8" EL.-12' - 1
13' - 0" TO RIDGE BEAMS 20" x 12"
4 2 THESE ARE FULL HEIGHT COLUMNS FROM FOUNDATION 4
10' - 0" 2 1/8"
C.4 EL.-11' - 2 1/8" 2 1/8" Bearing Footing -
1 EL.-12' - 4
C 26' - 0" 2 1/8" 4" Foundation Slab EL.-12' - 24' - 4"
C.5 0' - 5" EL.-12' - 2 1/8" 12" x 198" x 12" 2 20" x 12" 5
10' - 0" 20" x 12" HSS4X4X1/4 EL.-12' - Bearing Footing - 4' - 0" CIVIL ENGINEER
13' - 0" Bearing Footing - 2 1/8" 11' - 6"
B.2 42" x 42" x 12" EL.-12' - 4
5 1
B.1 C.7 3' - 0" 42" x 112" x 12" 3' - 0" 0' - 4"
B 2 1/8" LANDSCAPE ARCHITECT
2 1/8"
EL.-12' - 1 WALLS ARE TALLER AROUND SAFE ROOM EL.-12' -
20" x 12" 14' - 6" FOUNDATION 20" x 12" 2 1/8" 1
Bearing Footing - 20" x 12"
19' - 0" 1 Bearing Footing - EL.-12' - 19' - 10"
A.4 CODE CONSULTANT
6 6' - 0" 18' - 0" Bearing Footing -
1 1
4' - 6"
A.3 A.2 A.1 2 1/8" EL.-12' -
20" x 12" 2 1/8" EL.-12' - 24' - 0" 1
38' - 0"
Bearing Footing - 20" x 12" 2 MECHANICAL ENGINEER
30' - 6" Bearing Footing -
7
26' - 0" 2 26' - 0"
STRUCTURAL ENGINEER STRUCTURA LOGICA 18901 E 299th Street Harrisonville, MO 64701 phone: 816.872.4883
BASEMENT 1/4" = 1'-0"
1
A.0 A
3 herron + partners
8 0' - 5" 2' - 0" 11' - 7" 11' - 0" 27' - 5" 24' - 0"
ARCHITECT OF RECORD herron + partners Kansas City, Missouri 64111 phone: 816.832.4647 www.herronandpartners.com © 2022 david herron and partners, llc
0 1 1.1 1.2 2 2.1 3 3.1 3.2 3.3 4 4.2 4.1 5 5.1 5.2 6 6.1 6.2 p.o. box 414986
H G F E D C B A
