Page 43 - 06_Advanced Permit Set
P. 43
| 10.01.19 date
1 ROOF FRAMING PLAN
SHEET TITLE S103
| 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
ROOF FRAMING PLAN PROJECT OWNER
A505 2/15/2021
1 1/4" = 1'-0" Architect
END WALL TRUSS
END WALL TRUSS
1 Kansas License #6335
3 David Herron -
SEAL
SKYLIGHT GB GB
2 A302 14' - 11 15/16" 5' - 0"
13' - 2 5/32" GIRDER TRUSS
GB 1/4" / 1'-0"
TRUSSES AT 24" O.C.
3' - 0"
15' - 11 15/16"
22' - 5 7/8" (3) 1-3/4" x 16" LVLs 1/4" / 1'-0" END WALL TRUSS - --- REVISIONS
4 GB
1 A302 1/4" / 1'-0" END WALL TRUSS WSP
CIVIL ENGINEER Engineering Solutions 50 SE 30th Street Lee's Summit, Missouri 64082 816.623.9888 phone
TRUSSES AT 24" O.C.
15' - 11 15/16"
A301 END WALL TRUSS 9' - 0 1/8" TRUSSES AT 12" O.C. END WALL TRUSS 9' - 0 1/8" GIRDER TRUSS BELOW
2
5 28' - 2 1/2"
39' - 0" W18X60 LANDSCAPE ARCHITECT
1/2" / 1'-0"
A504 END WALL TRUSS
1
A301 34' - 5 11/32" TRUSSES AT 24" O.C.
1
CODE CONSULTANT
6 END WALL TRUSS 24' - 0 7/16" CANTILEVER 10' - 4 29/32"
WSP
A300 TRUSSES AT 24" O.C.
2
MECHANICAL ENGINEER
24' - 2 21/32"
7 TRUSSES AT 24" O.C. 1/2" / 1'-0" END WALL TRUSS
STRUCTURAL ENGINEER Structura Logica 18901 E. 299th Street Harrisonville, Missouri 64701 816.872.4883
24' - 9 15/16"
- 1 A300 --- phone
1 A201 END WALL TRUSS SEE NOTES ON S102 REGARDING WINDOW HEADER
A200 A303 - A303 -
2 2 --- 1 ---
8 herron + partners
ARCHITECT OF RECORD herron + partners p.o. box 414986 Kansas City, Missouri 64111 816.832.4647 www.herronandpartners.com © 2020 david herron and partners, llc
F E D C B A phone
