Page 40 - 06_Advanced Permit Set

| 10.01.19 date

Structural Material Concrete, Cast-in-Place gray Concrete, Cast-in-Place gray Concrete, Cast-in-Place gray Concrete, Cast-in-Place gray Concrete, Cast-in-Place gray Concrete, Cast-in-Place gray Concrete, Cast-in-Place gray Concrete, Cast-in-Place gray Concrete, Cast-in-Place gray Concrete, Cast-in-Place gray Softwood, Lumber Softwood, Lumber Softwood, Lumber SHEET TITLE S100

1 FOUNDATION WALL PLAN

Foundation Wall Schedule Volume Length 1632.34 CF 535.89 CF 42.22 CF 0.00 CF 87.92 CF 35.33 CF 3190.49 CF 136.17 CF 235.85 CF 248.17 CF 34.43 CF 2' - 8 7/32" 214.17 CF 74' - 7 3/4" 27.38 CF 4' - 7 1/2" 99.58 CF 337.27 CF 65.33 CF 32.78 CF 170.74 CF 798.70 CF 253.30 CF 49.46 CF 6' - 1 3/8" 1580' - 0 8227.52 CF | 161725 project #

2 Unconnect ed Height 204' - 9 5/8" 91' - 0" 8' - 10" 7' - 1" 9' - 6" 68' - 4 21/32" 11' - 1" 9' - 6" 18' - 0" 3' - 0" 462' - 3 3/8" 12' - 9 13/32" 53' - 4 31/32" 22' - 2 5/16" 20' - 11 1/4" 40' - 8" 3' - 0" 40' - 7" 10' - 0" 33' - 4" 3' - 0" 24' - 7" 2' - 0" 22' - 2" 326' - 7 1/4" 53' - 0" 12' - 0" 13/32"

Width 0' - 10" 0' - 8" 0' - 8" 0' - 10" 0' - 8" 0' - 9 11/32" 0' - 11 3/32" 0' - 9 27/32" 0' - 9 5/32" 0' - 7 11/32" 0' - 8 27/32" 0' - 8 27/32" 0' - 10" 0' - 10" 0' - 8" 0' - 8" 0' - 10" 0' - 4" 0' - 6 1/2" 0' - 8 1/4" HERRON RESIDENCE 3111 W. 79th STREET Prairie Village, KS 66208

Type Mark A B C CW1 D E EX1 EX2 EX3 EX5 EX6 EX7 EX9 F G H W1 W2 W3 Grand total: 149 MARY MOFFATT & DAVID HERRON
FOUNDATION WALL PLAN PROJECT OWNER

J
I

1 A505 1/4" = 1'-0" 2/15/2021 Architect

1 Kansas License #6335
3
3 David Herron -

-1' - 4 1/4" -2' - 2 1/4" 7' - 6" SEAL
53' - 3"
45' - 9"

H

-1' - 4 1/4" B B C D
2 A302 -8' - 8 1/4" UPDATED PERMIT SET

SCHEDULE 40 STEEL PIPE COLUMN TO T.O. FOOTING 68' - 3" 11' - 0" 16' - 0" - ---

E -2' - 2 1/4" 10/14/2020

G REVISIONS
4 3

1 A302 BEAM POCKET 4x8x15dp MIN. BEAM POCKET 4x4x15dp MIN. TRUSS MANUF. TO CONFIRM IF THIS CAN BE A HANGER SCHEDULE 40 T.O. FOOTING E 4' - 0" A

33' - 0" A STEEL PIPE COLUMN TO PROVIDE (4) 2x6 STUD PACK FOR COLUMN SUPPORT 1' - 0" 3' - 10" 11' - 6"

F THICKENED PROVIDE (4) 2x6 STUD PACK FOR COLUMN SUPPORT H Engineering Solutions Lee's Summit, Missouri 64082 816.623.9888
E SLAB
2' - 0"

B 9' - 0" 50 SE 30th Street
10" 8" CIVIL ENGINEER

A BEAM POCKET
A 4x4x15dp MIN. phone

2 A301 12' - 6" 6' - 10" A

5 B
-1' - 4 1/4" -1' - 4 1/4" 10" FLOOR ARE TO BE #4 AT 24" O.C. EACH WAY ALL POCKETED BEAM MEMBERS MUST BEAR AT LEAST (3) INCHES INTO BEAM POCKETS.

-1' - 4 1/4" 1965 SF BASEMENT + 595 SF UNDER GARAGE GENERAL NOTE: FOR WOOD, PROVIDE 1/2" (4000PSI MIN) GROUT AT BOTTOM OF THE SEAT A 47' - 0" 24' - 0" 22' - 8" H LANDSCAPE ARCHITECT
D SLAB REINFORCING FOR THE BASEMENT OR 6x6x1.6 WELDED WIRE FABRIC. AIR SPACE AT SIDES AND TOP OF WOOD GARAGE BEAMS TO BE GROUTED INTO BEAM POCKETS WITH HIGH STRENGTH

A504
1 14' - 0" 8' - 0" 1' - 0" 5' - 3" FLOOR AREA: = 2560 GSF BEAMS

1 A301 CONTINUOUS 4" RECESS FOR FROST FOOTING
14' - 8" FOR THE INTERIOR PERIMETER OF THE GARAGE, PROVIDE A THE METAL DECK AND SLAB. RE: WALL SECTIONS 13' - 6" RE: SECTION 1/A301 FOR

A -1' - 4 1/4"
1' - 2" 2' - 0" 21' - 0" 2' - 2" 2' - 2"

6 FLOOR ATTACHMENT. 8"
C SET ANCHOR BOLTS BACK TO ALLOW FOR RE: A1/A502 CODE CONSULTANT

-1' - 4 1/4" 11' - 0" H 5' - 0"

-11' - 4 1/4"

2 A300 BEAM POCKET 4x10x18dp MIN. BEAM POCKET 4x10x18dp MIN. BEAM POCKET 4x10x18dp MIN. BEAM POCKET 4x10x18dp MIN. BEAM POCKET 4x10x18dp MIN. A ADJUST ANCHOR BOLT LOCATION 11' - 6"

J BEAM LENGTH 26' - 10" -1' - 4 1/4" -8' - 8 1/4" F -8' - 8 1/4" A
19' - 10"

B MECHANICAL ENGINEER

26' - 10" W10X39 W10X39 W10X39 W10X39 W10X39

7 BEAM POCKET 4x10x18dp MIN. 15' - 8" ANGLE LENGTH
-1' - 4 1/4" 2' - 0" F 16' - 2" BEAM LENGTH W10X39 PROVIDE A CONSTRUCTION JOINT BETWEEN THE GARAGE FOUNDATION WALL AND THE RETAINING WALL 16' - 6"

A BEAM POCKET 4x10x18dp MIN. BEAM POCKET 4x10x18dp MIN. BEAM POCKET 4x10x18dp MIN. BEAM POCKET 4x10x18dp MIN. BEAM POCKET 4x10x18dp MIN. BEAM POCKET 4x10x18dp MIN. Harrisonville, Missouri 64701 816.872.4883

7' - 0" 5' - 10" BEAM LENGTH A -8' - 8 1/4" G G STRUCTURAL ENGINEER Structura Logica 18901 E. 299th Street

- 1 A300 --- W10X39

A 3' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 3 1/2" phone

1 A201 3 2' - 4 3/4" A -1' - 4 1/4" 24' - 2" 16' - 0"
A200 A303 - A303 -
2 2 --- 1 ---
STL
8 herron + partners
ARCHITECT OF RECORD p.o. box 414986

40' - 2"
25' - 10"
1 2 3 4 5 6 7 8 66' - 0" 9 10 herron + partners Kansas City, Missouri 64111 816.832.4647 www.herronandpartners.com © 2020 david herron and partners, llc

F E D C B A phone