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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 S100 NOT FOR CONSTRUCTION Printed 10/3/2018 1:15:14 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
2 2
CONCRETE DRIVEWAY TO PRIVATE DRIVE
23' ‐ 8"
3 3
2' ‐ 0"
4 0' ‐ 6" INSULATION CONTINUOUS 4
26' ‐ 7 1/4" SLOPING 4" CONCRETE SLAB ON GRADE W/ 6X6 W4XW4 WWF. SLAB ON 6 MIL VAPOR BARRIER OVER 3" GRAVEL. REF CIVIL FOR FFE. 2'‐0" OF R10 RIGID ALONG ENTIRE PERIMETER 0' ‐ 6"
CONTINUE FOUNDATION WALL TO GARAGE ELEVATION GARAGE FOUNDATION ABOVE THICKENED SLAB TYP. FOUNDATION WALL TO GARAGE ELEVATION 1' ‐ 0" CIP CONCRETE CURB @ PERIMETER OF GARAGE T.O. CURB @ HOUSE FFE PER CIVIL. DOWEL AS NECESSARY TO FOOTING AND SOG FLOOR
5 CONTINUE 5
A10 A300
24' ‐ 8"
1' ‐ 0"
(3) 2x8 HDR 1' ‐ 10 1/4" 4' ‐ 5 1/4" 6' ‐ 1 1/4"
TYP. 12" CONCRETE FOOTING, 3'‐0" DEPTH, REINFORCE SPECIFIED IN F2/A305 TYP FOUNDATION DETAIL 1' ‐ 0" 12' ‐ 4 1/2" (3) 2x8 HDR
6 70' ‐ 6 1/4" 3' ‐ 7 3/4" 4' ‐ 2" 3' ‐ 7 1/2" 11' ‐ 10 1/4" 6
5' ‐ 11"
3' ‐ 4 1/2" 3' ‐ 6 3/4" WH
2' ‐ 10 3/4" W
1' ‐ 0"
44' ‐ 8 1/2" 2'‐0" OF R10 RIGID INSULATION CONTINUOUS ALONG ENTIRE PERIMETER. 43' ‐ 11" 6' ‐ 2" D
7 12' ‐ 5 1/4" 5' ‐ 9 1/2" 7
4" CONCRETE SLAB ON GRADE W/ 6X6 W4XW4 WWF. SLAB ON 6 MIL VAPOR BARRIER OVER 3" GRAVEL. REF CIVIL FOR FFE THICKENED SLAB TYP. 2' ‐ 0" 10' ‐ 0" 6' ‐ 2" 5' ‐ 8 1/2" 3' ‐ 5 3/4" 3' ‐ 4" 6 21/32"
12' ‐ 5 1/4" R @ 0' -
2' ‐ 10 3/4"
8 18 8
3' ‐ 4 1/2"
A6 A300 UP
1' ‐ 0" 7' ‐ 10 3/4"
4' ‐ 5 1/2" UP HD1 HD1 HD1 HD1 HD1 HD1 DN
9 9
DN
PORCH ABOVE 16" DIAMETER SONOTUBE FOOTING W/ (3) #4 VERTICAL & #3 TIES @ 1'‐6" MAX OC. 3'‐0" DEPTH. ‐ ‐‐‐ CONCRETE STAIR / SIDEWALK TO PUBLIC WAY MIN. 4X4 POST ‐ ‐‐‐ FIRST FLOOR FRAMING PLAN & GARAGE FOUNDATION PLAN
RE: A8/A200
UP FIRST FLOOR FOUNDATION PLAN A10 A301 D10 A300
10 2' ‐ 6" 5' ‐ 0" 2' ‐ 6" 10
1/4" = 1'‐0" 1/4" = 1'‐0"
RETAINING WALL 1 2
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