Page 41 - 06_Advanced Permit Set
P. 41
| 10.01.19 date
1 FLOOR FRAMING PLAN
SHEET TITLE S101
| 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
MAIN FLOOR FRAMING PLAN PROJECT OWNER
WSP X GB
1 A505 1/4" = 1'-0" Architect
1 2/15/2021 Kansas License #6335
3 David Herron -
3' - 0" 3' - 0" cantilever SEAL
H OR WHETHER 14" LVLs
3' - 6" TRUSS MANUF. TO DETERMINE IF WALL LOAD ABOVE CAN BE TAKEN BY A 14" DEEP TRUSS ARE NEEDED.
2 A302 1'-2" floor trusses @ 16" O.C.
TRUSSES ARE HUNG FROM LVL BEAM HERE PROVIDE A MIN. 4" RECESSED FLOOR FOR SHOWER BASIN 14' - 4" ARE HUNG FROM LVL BEAM HERE 14' - 2 5/8" 16' - 11 1/2" PROVIDE SIMPSON MSTC66 STRAP AT END - ---
CANTILEVER
3' - 0"
11' - 3" (4)1 3/4x14 19' - 8" 1'-2" floor trusses @ 16" O.C. 22' - 8" SD TRUSSES 16' - 9 3/4" 6' - 8"
G 1'-2" floor trusses @ 16" O.C. SHOWER SIZE REVISIONS
4 16' - 2" 5' - 0" @ 16" O.C. (3)1 3/4x14
1 A302 4' - 0" 5' - 2 1/2" 1'-2" floor trusses 3' - 10" 4' - 2"
33' - 0" SD TRUSSES ARE HUNG FROM FOUNDATION WALL HERE MECH SHAFT OPENING TRUSSES ARE HUNG FROM LVL BEAM HERE
4' - 4" SD 10' - 8"
@ 16" O.C.
1'-2" floor trusses
F 15' - 2" (2)1 3/4x14 Engineering Solutions Lee's Summit, Missouri 64082 816.623.9888
2' - 6 1/2" 3' - 8" SD 23' - 4" 10' - 9" 5' - 3" 50 SE 30th Street
E
18' - 3" @ 16" O.C. 1'-2" floor trusses (2)1 3/4x14 CIVIL ENGINEER phone
A301 CANTILEVER ARE HUNG FROM
2 TRUSSES ARE HUNG FROM LVL BEAM HERE
TRUSSES FOUNDATION WALL HERE 4' - 11 1/2" @ 16" O.C.
2' - 0"
5 24' - 2" 1'-2" floor trusses
D 4' - 8" TRUSS 2' - 4" BACK SPAN 10' - 6" 10" SLAB AREA = 655 SF (INCLUDING STAIRS)
1' - 0" CANTILEVER 38' - 8" 24' - 0" LANDSCAPE ARCHITECT
TRUSSES REST ON FOUNDATION WALL HERE
A504
1
A301 ARE HUNG FROM
1
TRUSSES FOUNDATION WALL HERE
6 13' - 2"
C CODE CONSULTANT
TRUSSES REST ON Dryer FOUNDATION WALL HERE @ 16" O.C. 10' - 9" 5' - 3"
Washer
SD 1'-2" floor trusses
A300
2 24' - 2" 10' - 8"
DN
4' - 2"
B MECHANICAL ENGINEER
27' - 0" WALL RECESS FOR SLAB DECK 26' - 4" SLAB AREA = 623 SF
7 3' - 4 3/4" GENERAL NOTE: GARAGE SLAB - 4-1/2" TOTAL THICKNESS 2" CONCRETE W/ 6X6- OVER 2.5" 2C20 GALVANIZED DECKING TRUSS MANUF. TO DETERMINE IF WALL LOAD ABOVE CAN BE TAKEN BY A 14" DEEP TRUSS OR WHETHER 14" LVLs
W2.1
13' - 0" ARE NEEDED.
STRUCTURAL ENGINEER
2' - 6 3/4"
5' - 4" 4' - 6 3/4" Structura Logica 18901 E. 299th Street Harrisonville, Missouri 64701 816.872.4883
A300
- 1 ---
A 3' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 3 1/2" phone
1 A201 1' - 6 3/4"
A200 A303 - A303 -
2 2 --- 1 ---
STL
8 herron + partners
ARCHITECT OF RECORD p.o. box 414986
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
F E D C B A phone
