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MO #2005001203 2018.05.22 2018.05.22 DATE
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 ZERO LOT LINE - LOT 26 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. ISSUED FOR PERMIT ISSUED FOR PERMIT STRUCTURAL PLANS S100 Printed 7/5/2018 4:37:37 PM
OWNER: 4325 TROOST AVE T 816.457.1756 T 816.531.8303 F 816.531.8305 T 816.534.9542 CIVIL ENGINEER: T 816.468.5858 PRINCIPAL IN CHARGE D DAVISON PROJECT ARCHITECT D DAVISON PROJECT TEAM MEMBERS D HERRON J HARTMAN DOMINIQUE DAVISON RELEASE SCHEDULE RELEASE NO.
Lbh Lbt 11 37 (56) 14 46 (70) 16 56 (83)
1 GENERAL NOTES 1. TYPICAL HEADER IS (3) 2X6, UNO. 2. TYPICAL EXTERIOR FRAMING IS 2X6 @ 16" OC, 3. FIRST FLOOR SOLE PLATE ATTACHED W/ 1/2" DIAMETER ASTM F1554 J ANCHOR @ 2'‐8" OC, 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’ APART. TO BE COORDINATED WITH ARCH. 7. ALL WOOD STRUCT MEMBERS TO BE No. 2 OR BETTER. INT 2x4 PARTITIONS ALLOWED TO BE 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/ (2) #8 WS @ 12” OC. EA MEMBER TO BE CONNECTED SEPERATELY. DO NOT CONNECT MORE THAN (2) MEMBERS W/ (1) THRU 10. ROOF TRUSSES TO BE CONNECTED TO 2 ND FLOOR EXT WALL FRMG W/ SIMPSON TIE DOWN CLIPS @ 4’‐0” OC. 11. ROOF SHEATHING TO BE 1/2” PLYWOOD W/ 10d @ 6” OC, ALL EDGES. 12. FLOOR SHEATHIG TO BE 3/4” PLYWOOD W/ 10d @ 4” OC @ DIAPH BOUNDARIES & 6” OC ALL OTHER EDGES. FLOOR SHEAR WALLS TO BE 3/4” PLYWOOD W/ 10d @ 3” OC BOUNDARY & 6” OC ALL OTHER EDGES. FLOOR SHEAR WALLS TO HAVE DOUBLE FLOOR SHEAR WALLS TO BE 3/4” PLYWOOD W/ (2)10d @ 3” OC BOUNDARY & 6” OC ALL OTHER EDGES. 16. DOUBLE STUDS AT ALL HD1 LOCATIONS. 17. ALL STUD, JOIST, AND TRUSS MEMBERS TO ALIGN VERTICALLY. TRUSSES TO BE AL
STUD GRADE.
SOLE PLATE.
fy = 60,000 psi
f'c = 3,000 psi
TYP, UNO.
28 (43)
23 (33)
33 (49)
NOTES:
SCREW.
Ld
UNO.
13. 2 ND
14. 1 ST
15. 1 ST
1.
2.
4.
3.
#4
#6
#5
SZ
0' ‐ 6" ABBREVIATIONS: TOP BAR BAR, 1.3 Ldt Lbts = 1.3 Lbt
CONCRETE DRIVEWAY TO PRIVATE DRIVE CIP CONCRETE CURB @ PERIMETER OF GARAGE. T.O. CURB @ HOUSE FFE PER CIVIL. DOWEL AS NECESSARY TO FOOTING AND CONC. FLOOR. JOINT 24' ‐ 0" CONCRETE STAIR / SIDEWALK TO PUBLIC WAY
2 AND SOG FLOOR CONCRETE ISOLATION JOINT B/W CONC. PATIO TO HAVE COMPRESSIBLE FILLER AND SEALANT 8' ‐ 2 1/2" 4" CONCRETE SLAB ON GRADE W/ 6X6 W4XW4 WWF OVER 3" OF GRAVEL 2
0' ‐ 6" 1' ‐ 0" R @ 0' - 6" 4
2'‐0" OF R10 RIGID INSULATION CONTINUOUS ALONG ENTIRE 1' ‐ 0" 8' ‐ 5 1/2" 24' ‐ 0" 5' ‐ 0"
3 PERIMETER. D10 A501 3
SLOPING 4" CONCRETE TYP. 12" CONCRETE FOOTING, 3'‐0" DEPTH, REINFORCE SPECIFICED IN F2/A350 TYP FOUNDATION DETAIL.
21' ‐ 1" 2' ‐ 0" SLAB ON GRADE W/ 6X6 W4XW4 WWF. SLAB ON 6 MIL VAPOR BARRIER OVER 3" GRAVEL. REF CIVIL FOR FFE 4" CONCRETE SLAB ON GRADE W/ 6X6 W4XW4 WWF. SLAB ON 6 MIL VAPOR BARRIER OVER 3" GRAVEL. REF CIVIL FOR FFE 6' ‐ 2 3/4"
16" DIAMETER SONOTUBE FOOTING W/ (3) #4 VERTICAL & #3 TIES @ 1'‐6" MAX OC. 3'‐0" DEPTH.
6' ‐ 11"
FOUNDATION PLAN 1/4" = 1'‐0"
4 1' ‐ 0" RE: A4/A200 4
51' ‐ 1"
A4
(2) 2X6 STUDS @ ALL HD1 LOCATIONS, TYP. HD1 = SIMPSON HDU4‐SDS2.5 OR HTT4 PER A2/A501, TYP.
5 (2) 2X6 CRIP STUD (2) 2X6 CRIP STUD 5
HD1 (3) 2X8 HD1 3' ‐ 0 3/4" PSL2.0E5.25X16
3' ‐ 7 1/4"
HD1
7' ‐ 7 1/2" HD1
12' ‐ 2 1/4"
A7 A300
HD1
6 6
PSL2.0E5.25X11.25 HD1 2' ‐ 10" 3' ‐ 8 3/4" 3' ‐ 1 1/2" HD1
6X6 TREATED WOOD POST
HD1
7' ‐ 7" FIRST FLOOR FRAMING PLAN
5' ‐ 7 1/2"
13' ‐ 7 1/2"
D7 A300 HD1 3' ‐ 10 1/2" EQ EQ RE: A4/A200
7 5' ‐ 1" 7
HD1 HD1 HD1
1/4" = 1'‐0"
D10 A300 A10 A300 STRUCT OVERHANG A7
SIMPSON LTP5, BOTH SIDES OF RIPPED 2X, @ 3 LOCATIONS NOTED ON STRUCT PLAN, STRUCTURE, FINAL LOCATION TO BE VERIFIED FOLLOWING HD2 = SIMPSON MSTA 49 PER D8/A500 OR SIM. 3/4" PLYWOOD, 18' ‐ 8 1/2" +/‐ BLOCK @ CONT. PANEL JOINT, (4'‐0" OC) CANOPY MEETS STANDARD 3:1 RATIO FOR CANTILEVER (3) LVL 1.9E1.75X7.25 (2) 2X8 @ ALL HD LOCATIONS 5' ‐ 4" +/‐ 2X8 @ 16" OC. (3) LVL 1.9E1.75X7.25 6X6 TREATED WOOD POST BELOW
8 SECURING DECK TO TRUSS DESIGN D6 A500 F6 A500 8
D7 A501 (3) 2X8
A500 HD2 1' ‐ 7 1/4" 1' ‐ 2 3/4" HD2
D8
HD2 3' ‐ 9 1/4" 3' ‐ 5" 10' ‐ 4 3/4" 6' ‐ 1" 2' ‐ 8 3/4" 10' ‐ 4 1/2" HD2
A7 A300 5' ‐ 5 3/4"
16' ‐ 0 3/4" +/‐ STRUCT
HD2
5' ‐ 4 3/4" 6' ‐ 0"
9 9
HD2 1' ‐ 2" HD2
5' ‐ 0"
A A10 A500
11' ‐ 4 1/2"
HD2
3' ‐ 10 3/4"
D7 A300 6' ‐ 6" 5' ‐ 1" SECOND FLOOR FRAMING PLAN RE: A4/A200
(2) 2X8 BLOCKING BETWEEN WALL 1/4" = 1'‐0"
10 10
PSL2.0E5.25X9.25
D10 A300 2X6 POST A10 A300
A10
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