Page 42 - 06_Advanced Permit Set

| 10.01.19 date

1 MAIN WALL FRAMING PLAN

SHEET TITLE S102

| 161725 project #

head.

head; or gypsum long, 9/32"

2 *FLOOR GIRDER / TRUSSES TO SUPPORT ROOF TRUSS DESIGN IS TO BE A DEFERRED SUBMITTAL PROVIDED BY THE TRUSS MANUFACTURER AND REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND WITH A LETTER OF COMPLIANCE SUBMITTED TO THE CITY PRIOR TO SIMPSON THAR22 AND NEED TO BE VERIFIED BY THE STRUCTURAL ENGINEER ONCE THE TRUSS SHOP DRAWINGS ARE COMPLETED. ROOF SHEATHING TO BE 3/4" PLYWOOD NAILED W/ 8d @ 6,6 12" O.C. INDEX 24/0 MINIMUM, PROVIDE CLIPS AT UNSUPPORTED EDGES. SEE NOTES PERTAINING TO MOISTURE FLOOR SHEATHING TO BE 3/4" PLYWOOD GLUED AND NAILED W/ 10d @ 6,6,12" O.C., T&G EDGES, INDEX 32/16, BLOCK ALL UNSUPPORTED EDGES ALL EXTERIOR WALL SHEATHING TO BE 2-5/8" INSULATED PLYWOOD PANEL SCREWED W/ 4.5" SIP/WD FASTENERS 6" O.C. UNLESS NOTED OTHERWISE. SILL FASTENED W/ 16d @ 16" O.C. AND 1/2" DIAMETER ANCHOR BOLTS @ 48" O.C. HEADERS LONGER THAN 4FT ARE ALL EXTERIOR HEADERS TO BE (3) 2x10s ALL INTERIOR WALL HEADERS, BEARING AND NON-LOAD BEARING (2) 2x10s UNLESS ADD (3) 2x10s DIRECTLY BELOW IN THE FLOOR SYSTEM AT POINT LOADS TYPICAL EXTERIOR WALL STUD FRAMING UP TO 12'-0" TO BE 2x6 DFL #2 OR BETTER @ 16" O.C. WALL FRAMING AT ENTRY TO BE 2x8 LSL AT 16" O.C. RE: D2/A201 AND A2/S102 FOR WSP (IRC T. 602.10.4) Braced Panel of ALL EXTERIOR WALL SHEATHING TO BE 2-5/8" INSULATED PLYWOOD PANEL SCREWE

GENERAL NOTES GENERAL NOTE: LOAD SPECIFIED (WORKING STRESS DESIGN) LVLs W/ Fb = 2950 psi & 2.0 E CONSTRUCTION. TRUSS HANGERS SHALL BE CONTENT NOT PROVIDED W/ T&G. MINIMUM. HEADER NOTES: 1) DENOTED ON PLAN. 2) UNLESS NOTED OTHERWISE. 3) NOTED OTHERWISE 4) LOCATION O.C. Min. SHEATHING TO BE 2-5/8" O.C. Min. long, 19/64" head; 0.098″ 11/4" diameter, 15/8" board nail, 0.086 diameter, 1 5/8" at 16" OC. HERRON RESIDENCE 3111 W. 79th STREET Prairie Village, KS 66208 MARY MOFFATT & DAVID HERRON

WSP X GB MAIN WALL FRAMING PLAN PROJECT OWNER

3 CANTILEVER STUD WALL ADD DBL WALL TO BACK SIDE CANTILEVER STUD WALL ADD DBL WALL TO BACK SIDE 1 A505 +/- 3' - 8" (2) 1-3/4" x 9-7/8" LVL HEADER 1 1/4" = 1'-0" 2/15/2021 Architect Kansas License #6335
2' - 6" (2) 1-3/4" x 11-7/8" LVL HEADER WSP EX1 (4)2x STUD POST AT CORNER SEAL David Herron -

H 1' - 11 7/32" ROOF LVL ABOVE 6 1/4"

2 A302 3' - 6" END WALL TRUSS AS HEADER ABOVE 9' - 11 1/2" DOUBLE 2x4 STUD WALL FOR ALCOVE 8" 7' - 8" 9' - 11 1/2" (3) 2x6 STUD POSTS +/- 9' - 11" (2) 1-3/4" x 9-7/8" LVL HEADER

14' - 1 7/16" (4) 2x STUD POSTS 8" 14' - 9 15/16" 8' - 0" 2' - 9" 3' - 6" 2' - 5 1/2" 3' - 6" W2 14' - 6 15/16" 3' - 6 5/16" WSP HD12 W/ (3) 2x6 STUDS - ---

G 15' - 9 7/16" 5' - 0" 6 1/2" 3' - 6" 1' - 8 1/2" 3' - 6" SD REVISIONS
4 1' - 4"

1 A302 6' - 10 15/16" 2' - 7" 3' - 0" 1 1/2" 3' - 2" 4' - 1 3/8" W2 4' - 2 7/16" W2 SEE S101 X

SD 3' - 5" 11' - 7" 8 1/2" 3' - 2" EX5
5' - 0" 4' - 3 1/2" (3) 2x6 STUD POSTS 4' - 3 1/2" SD ALIGN 7' - 2"

F END WALL TRUSS AS HEADER ABOVE PER FIRE PLACE MANUF TB SCREWS 2-3/8" #14 @ 8" O.C.2x6 STUD TO COLUMN ANGLED WALL RESTS ON SLAB Engineering Solutions Lee's Summit, Missouri 64082 816.623.9888
E 4"
3' - 0 1/2" SD W2 Generic -

2' - 8 1/2"
3' - 0"
2' - 7"
3' - 2"
6' - 10 15/16"
3 15/16"
EX3 F.V. 2' - 3 15/16" 9" 2' - 2" 3' - 3" 2' - 9" EX9 CIVIL ENGINEER 50 SE 30th Street phone

A301 +/- 5' - 11 1/2" (3)2x6 Provide Straps At Simpson MSTC66 8' - 6 3/8" REFER TO FIRE PLACE MANUF. INSTRUCTIONS FOR SCOPE OF NON-COMBUSTIBLE MATERIALS ALL INTERIOR WALLS ARE 2x4 ALL INTERIOR WALLS DIMENSIONS ARE TO FINISH FACE OF GYPSUM ALL EXTERIOR OPENINGS ARE FRAMED OPENING DIMENSIONS
2 12' - 1 7/16" 15' - 11 7/8" (2) 1-3/4" x 11-7/8" LVL HEADER STUD POSTS EX6 W2 7' - 3 11/16" W2 (2) 2X JAMB

5 3' - 6" END WALL TRUSS AS HEADER ABOVE WSP EX6 (2)2X JAMB HD3B W/ 2-2x Studs At Foundation - Wood Floor, 1' - 10 1/2" CONSTRUCTION UNLESS OTHERWISE NOTED.

2' - 6" (2) 1-3/4" x 11-7/8" LVL HEADER 2 1/4" BOARD.

D PROVIDE 2x8 LSL STUDS AT 16" O.C. EX2 5' - 11 15/16" W3 2' - 0" 3' - 2 9/16" 4 1/2" REFER TO S103 FOR HEADER BEAM LANDSCAPE ARCHITECT

CANTILEVER STUD WALL ADD DBL WALL TO BACK SIDE 1 A504

A301 (3) 2X6 STUD POSTS 17' - 4 13/16"
1 +/- 14' - 11 7/16" (2) 1-3/4" x 11-7/8" LVL HEADER 9' - 0"
CANTILEVER STUD WALL ADD DBL WALL TO BACK SIDE 2X4 WALL AT ISLAND

WSP (2) 2X JAMB

EX3 5' - 2 1/4"
6 EX9
C CODE CONSULTANT
2' - 10 11/16" 4 1/2" 4' - 4 1/4" TB SCREWS 2-3/8" #14 @ RESTS ON SLAB
EX3 2' - 1 1/2" 6' - 0"

SD 2' - 7 1/4" 8" O.C.2x6 STUD TO COLUMN ANGLED WALL
STHD14 W/ (2) 2x6 STUDS WSP DN 3' - 2" 8' - 8 3/16" 6' - 9" EX5
A300 13' - 2" 4' - 0 7/8"
2

+/- 19' - 10" (3) 1-3/4" x 11-7/8" LVL HEADER (3) 2X6 STUD POSTS 2' - 7 1/2" +/- 11' - 11" (2) 1-3/4" x 11-7/8" LVL HEADER 10" X MECHANICAL ENGINEER

B

(2) 2X6 STUD POSTS (3) 2X6 STUD POSTS

7 WSP HD12 W/ (3) 2x6 STUDS WSP

WSP
STRUCTURAL ENGINEER

WSP Structura Logica 18901 E. 299th Street Harrisonville, Missouri 64701 816.872.4883

END WALL TRUSS IS TO SERVE AS HEADER ABOVE
17' - 10 3/4"
- 1 A300 ---

A WINDOW OPENING WINDOW OPENING WINDOW OPENING phone

1 A201 EQUAL 5' - 9 7/8" 3" 5' - 9" 3" 5' - 9 7/8" EQUAL
A200 A303 - A303 -
2 2 --- 1 ---
STL
8 herron + partners

1 2 3 4 5 6 7 8 9 10 herron + partners Kansas City, Missouri 64111 816.832.4647 www.herronandpartners.com © 2020 david herron and partners, llc
(3) 2X6 STUD POSTS ARCHITECT OF RECORD p.o. box 414986 phone

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