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URBAN COEUR BRIDGER KANSAS CITY, MO 64110 ARCHITECT OF RECORD: DRAW ARCHITECTURE + URBAN DESIGN LLC 214 W 21ST ST, SUITE 200 KANSAS CITY, MO 64108 STRUCTURAL ENGINEER: LIA ENGINEERING 4808 LIBERTY STREET KANSAS CITY, MO 64112 KAW VALLEY ENGINEERING 8040 N. OAK TRAFFICWAY KANSAS CITY, MO 64118 EAST TRACY - BEACON HILL OVERLOOK © 2018 DRAW ARCHITECTURE AND URBAN DESIGN LLC ALL DRAWINGS AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED , DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ORIGINAL DRAWINGS SCALE TO 24" x 36" SHEET UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION. STRUCTURAL PLANS S101 NOT FOR CONSTRUCTION Printed 10/3/2018 1:15:15 PM
OWNER: 4325 TROOST AVE T 816.457.1756 T 816.531.8303 F 816.531.8305 APART. T 816.534.9542 CIVIL ENGINEER: T 816.468.5858 OC PRINCIPAL IN CHARGE D DAVISON PROJECT ARCHITECT D DAVISON PROJECT TEAM MEMBERS D HERRON J HARTMAN RELEASE SCHEDULE RELEASE NO.
1 GENERAL NOTES 1. TYPICAL HEADER IS (3) 2X6, UNO. 2. TYPICAL EXTERIOR FRAMING IS 2X6 @ 16" OC, UNO. 3. FIRST FLOOR SOLE PLATE ATTACHED W/ 1/2" DIAMETER ASTM F1554 J ANCHOR @ 2'‐8" OC, TYP, UNO. 4. SHEAR WALLS TO HAVE 3/4" SHEATHING, UNO. 5. ALL CONCRETE TO BE f’c = 3000psi. 6. CONTRACTION JOINTS TO BE PLACED IN CONC SLAB ON GRADE NO FURTHER THAN 15’ TO BE COORDINATED WITH ARCH. 7. ALL WOOD STRUCT MEMBERS TO BE No. 2 OR BETTER. INT 2x4 PARTITIONS ALLOWED TO BE STUD GRADE. 8. ALL WOOD MEMBERS TO BE HUNG W/ SIMPSON LIGHT GUAGE HANGERS OR APPROVED EQUIVALENT. FULL FASTENERS PER MANU. @ ALL LOCATIONS. 9. ALL BIULT‐UP MEMBERS TO BE CONNECTED W/ OC. EA MEMBER TO BE (2) #8 WS @ 12” CONNECTED SEPERATELY. DO NOT CONNECT MORE THAN (2) MEMBERS W/ (1) THRU SCREW. 10. ROOF TRUSSES TO BE CONNECTED TO 2 ND FLOOR EXT WALL FRMG W/ SIMPSON TIE OC. DOWN CLIPS @ 4’‐0” PLYWOOD W/ 11. ROOF SHEATHING TO BE 1/2” OC, ALL EDGES. 10d @ 6” PLYWOOD W/ 12. FLOOR SHEATHIG TO BE 3/4” OC @ DIAPH BOUNDARIES & 6” 10d @ 4” ALL OTHER EDGES. FLOOR SHEAR WALLS TO BE 3/4” 13. 2 ND OC BOUNDARY & 6” PLYWOOD W/ 10d @ 3” OC ALL OTHER EDGES. FLOOR SHEAR WALLS TO HAVE DOUBLE 14. 1 ST SOLE PLATE. FLOOR SHEAR WALLS TO BE 3/4” 15. 1 ST OC BOUNDARY & 6” PLYWOOD W/ (2)10d @ 3” OC ALL OTHER EDGES. 16. DOUBLE STUDS AT ALL HD1 LOCATIONS. 17. AL
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SHR WALL SHEATHING TYP. DBL CRIP STUD @ JAMB TYP.
3 PSL2.0E5.25X9.25 3
HD1 HD1 HD1 HD1 HDR BELOW PSL2.0E3.5X18
DBL STUD @ ALL HD1 LOCATIONS
4 2X12 @ 16" OC 4
PSL2.0E3.5X18
BEARING WALL 2X12 @ 16" OC
RIDGE
5 5
A10 A300 HD2 HD2 HD2 3' ‐ 0" 3' ‐ 4 1/2" HD2 A10 A300
SDS
4' ‐ 9 1/4" 6' ‐ 0 1/4" SIMPSON HUCQ412 ‐ HANGER W/ FULL FASTENERS EACH END OF RIDGE
12' ‐ 9 1/4" 4X6 POST TYP.
6 REF. PL TRUSS AREA REF. 6
2' ‐ 10" 6' ‐ 0 1/4"
3' ‐ 11" 5' ‐ 10 1/4"
4' ‐ 6"
PL TRUSS AREA
7 2' ‐ 1" 3' ‐ 8 1/2" 7' ‐ 0" (2) 2X10 (TYP) 7
TRUSS
RIDGE LINE OF 1 ST
PSL2.0E5.25X9.25
2x10 @16" OC TYP.
8 8
2X6 CANT @ 16 OC. 9' ‐ 6"
A6 A300 3' ‐ 4" A6 A300
HD2 HD2 HD2 HD2 HD2 HD2
9 9
2X6 @ 16" OC. (3) 2X10 (2) 2X10 TREATED WOOD POST BELOW ‐ ‐‐‐ BEARING WALL BELOW DBL "OP" PL @ BRG WALL
SECOND FLOOR FRAMING PLAN
A10 A301 D10 A300 A10 A301 16 GA CLIP ANGLE @ ALL CANT D10 A300
RE: A8/A200
10 ROOF FRAMING PLAN 10
1/4" = 1'‐0" 1/4" = 1'‐0"
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