Page 13 - Zero Lot Line

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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 SECTION DETAILS A501 Printed 7/5/2018 4:37:07 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 REF PRINCIPAL IN CHARGE D DAVISON PROJECT ARCHITECT D DAVISON PROJECT TEAM MEMBERS D HERRON J HARTMAN 0' ‐ 2" 0' ‐ 3" DOMINIQUE DAVISON RELEASE SCHEDULE RELEASE NO.

2'‐0" OF R10 RIGID INSULATION CONTINUOUS ALONG ENTIRE INSULATION AND 3" OF CIP CONCRETE PATIO SLAB W/ COMPRESSIBLE FILLER AND SEALANT AT CONCRETE ISOLATION JOINT ‐ TO PLAN FOR LOCATIONS AND SIZES W4XW4 WWF CIP CONCRETE FOOTING CONTINUOUS WATERPROOFING FILTER FABRIC OVER GRAVEL FILL PERFORATED PIPE FOUNDATION CONTINUOUS VAPOR BARRIER, WRAP BASE OF FOOTING 3' ‐ 0"

PER MANU. INSTALL INSTRUCT. CIP SLAB OVER RIGID GRAVEL, RE: S100 #5 DOWEL @ 1'‐6" OC HOOKED INTO SLAB DRAINAGE SYSTEM
1 PERIMETER. 6X6 ‐ #5 BAR, CONT. #5 BAR, CONT. #5 BAR, CONT. 0' ‐ 6" 0' ‐ 8" 1

Sim
TYP. MOD BIT TO WALL FLASHING
E6 A502
MIN.

0' ‐ 4"

0' ‐ 6" 1' ‐ 0" SECTION DETAIL ‐ TYP. FOUNDATION SECTION DETAIL ‐ GARAGE @ NORTH
WALL CONDITION VARIES EXTERIOR MATERIAL VARIES TERMINATION BAR W/ SEALANT MOD BIT UP TURNS UP WALL CONTINUOUS FLASHING ROOF CONDITION VARIES 3" = 1'‐0" 0' ‐ 8" 0' ‐ 3" CLR 0' ‐ 3" 1" = 1'‐0" 2'‐0" OF R10 RIGID INSULATION CONTINUOUS ALONG ENTIRE (2) 2X6 STUDS @ ALL HD1 CIP SLAB OVER RIGID INSULATION AND 3" OF GRAVEL, RE: S100. SLOPE PER CIVIL PLAN HD1 PER PLAN W/ FULL FASTENING PER MANU. 6" EMBED TO WASHER FIRST FLOOR 0' ‐ 0" CIP CONCRETE DRIVEWAY W/ COMPRESSIBLE FILLER AND SEALANT AT CONCRETE ISOLATION JOINT 6X6 ‐ 5/8" DIA THREAD ROD W/ PLATE 1/2X2X0'‐2" WASHER, TYP. CIP CONCRETE FOOTING #5 DOWEL @ 1'‐6" OC HOOKED CONTINUOUS WATERPROOFING FILTER FABRIC OVER GRAVEL FILL PERFORATED PIPE FOUNDATION CONTINUOUS VAPOR BARRIER, WRAP BASE OF FOOTING 1" = 1'‐0"

2 SHINGLE WRAP AND TAPE OVER FLASHING W/ DRIP EDGE CANT STRIP MOD BIT ROOFING SYSTEM ON SHEATHING AND VAPOR BARRIER SLOPE PER PLAN & DETAIL CLR 0' ‐ 6" RE: A3/A500 PERIMETER. LOCATIONS W4XW4 WWF #5 BAR, CONT. INTO SLAB #5 BAR, CONT. DRAINAGE SYSTEM #5 BAR, CONT. RE: D7/A300 2

F2 0' ‐ 2" 0' ‐ 3" 3' ‐ 0" D2 A2

SISTER (3) LVL 1.9E1.75X7.25 WALL 3' ‐ 0" WALL BEYOND. WOOD CAP TO HIT BELOW CAP FLASHING OF HALF WALL 2x TREATED CANTED WOOD CAP CEMENT FASCIA BOARDS, ALIGNED WITH HORIZ. SPACING OF HORI. LAP SIDING ADJACENT. FACE NAIL INTO 4X4 TREATED POSTS SIMPSON DTT2 FROM TOP BOLT TO BLOCKING 2X RIPPED DIAGONALLY TO MATCH TRUSS SLOPE AND PROVIDE FLAT SURFACE.RIPPED 2Xs SHOULD ALIGN WITH FLOOR STRUCTURE 4x4 TREATED POST @ 3'‐0" OC. EQ REMAINING @ ENDS, RE: SECOND FLOOR PLAN 2X8 TREATED WOOD RIM BOARD, SECURED TO RIPPED 2X AND BACKUP BLOCKING 1/2" ASTM A307 THRU BOLTTHROUGH RIM AND 4X4 POST INTO BLOCKING SECOND FLOOR 2X8 TREATED WOOD RIM BOARD METAL FLASHING AND CONTINUOUS DRIP EDGE, CLIPPED CONT. INTO GUTTER 5" METAL F‐STYLE GUTTER CEMENT BD FASCIA BOARD, SMOOTH, PAINTED SIMPSON LTP5 @ 1‐4" O.C. W/ FULL FASTENING PER MANU. OPEN WEB TRUSS PER MANU., STEPPED DOWN AND SLOPED FOR DRAINAGE, W/ R30 INSULATION, SHEATHING, AND VAPOR BARRIER Z FLASHING W/ SHINGLED TRANSITION MEMBRANE OVERHEAD GARAGE DOOR

3 TOGETHER @ LEDGER PER PLAN NOTE MINIMAL CAP FLASHING FOR HALF WALL TO MATCH 2" DRIP EDGE FASCIA. TRANSITION FLASHING MEMBRANE OVER TOP OF CEMENT BOARD LAP SIDING, SMOOTH, PNTD, ALIGN W/ LAP AT ADJACENT WALL SECOND FLOOR 10' ‐ 0" 2X6 WALL CONSTRUCTION WITH EXTERIOR GRADE SHEATHING AND CONTINUOUS HOUSE WRAP, TAPED AND SEALED PER MANU. INSTALL INSTRUCT, CONTINUOUS STUDS TO CREATE RAIL BLOCKING TO MATCH JOIST DEPTH #8 WS @ 8" OC, TOP AND BOTTOM 10' ‐ 0" 3

OPEN WEB TRUSS BEYOND, TYP. 2X4 TREATED FURRING 2X6 DECKING HEADER, RE: S100

4 0' ‐ 5 1/2" 3' ‐ 0" 0' ‐ 7" 4

CEMENT BOARD LAP SIDING, SMOOTH, PNTD, ALIGN W/ LAP AT ADJACENT WALL Z FLASHING W/ SHINGLED TRANSITION MEMBRANE, SECURE WITH TERMINATION BAR AND SEALANT, FLASH WITH COUNTER FLASHING AND SHINGLE WITH WRAP 2X6 DECKING 2X RIPPED DIAGONALLY TO MATCH TRUSS SLOPE AND PROVIDE FLAT SURFACE.RIPPED 2Xs SHOULD ALIGN WITH FLOOR STRUCTURE OPEN WEB TRUSS PER MANU., STEPPED AND SLOPED FOR DRAINAGE, W/ R30 INSULATION, SHEATHING, AND VAPOR BARRIER 5/8" TYPE X GYP BD @ GARAGE CEILING SECTION DETAIL ‐ RAIL @ WEST RE: D10/A300 1" = 1'‐0" 2X6 WALL CONSTRUCTION WITH EXTERIOR GRADE 3/4" SHEATHING AND CONTINUOUS HOUSE WRAP, TAPED AND SEALED PER MANU. INSTALL INSTRUCT, 2ND FLOOR BOUNDARY NAILING, TYP. 1/2" / 12"

(4) ADDITIONAL THRU BOLTS BETWEEN 1ST AND 2ND TRUSS 5/8" TYPE X GYP BD @ GARAGE CEILING
5 D5 CEMENT BOARD & BATTEN SIDING, SMOOTH, PNTD 3/4" SHEATHING Z FLASHING W/ SHINGLED TRANSITION MEMBRANE SIMPSON LTP5, BOTH SIDES OF RIPPED 2X, @ 3 LOCATIONS NOTED ON STRUCT PLAN, SECURING DECK TO STRUCTURE, FINAL LOCATION TO BE VERIFIED FOLLOWING TRUSS DESIGN CANT STRIP MOD BIT ROOFING 5

EQ 2X BLOCKING SECTION DETAIL ‐ RAIL @ NORTH RE: A7/A300

EQ BACK SPAN BOLTING ELEVATION DIAGRAM 1" = 1'‐0"

FRONT OF HOUSE 3' ‐ 0" A6

EQ
TRUSS
1ST
6 6
1 1/2" = 1'‐0"

G6 VARIES 0' ‐ 7" MAX PANEL BOARD AND BATTEN INSTALL, SMOOTH, PNTD. CONTINUE MOD BIT UP WALL, SECURE WITH TERMINATION BAR AND SEALANT, FLASH WITH COUNTER FLASHING AND SHINGLE WITH WRAP 2X6 WALL CONSTRUCTION WITH EXTERIOR GRADE SHEATHING AND CONTINUOUS HOUSE WRAP, TAPED AND SEALED PER MANU. INSTALL INSTRUCT, CANT STRIP 2ND FLOOR BOUNDARY NAILING 3/4" FLOOR SHEATHING OPEN WEB TRUSS FLOOR SYSTEM PER MANU. BACKER ROD AND SEALANT 1/2" GYP BD CEILING TAMLYN "J" MOLD TO CAP VERTICAL CEMENT BOARD CEMENT BOARD PANEL SIDING, SMOOTH, PNTD. CEMENT BOARD PANEL SOFFIT SEALANT AT BEND TRANSITION
2x TREATED WOOD CAP ENDS, RE: SECOND FLOOR PLAN NAIL INTO 4X4 TREATED POSTS 2X6 DECKING 2X8 TREATED WOOD RIM BOARD INTO BLOCKING FASCIA FLASHING PROVIDE CONTINUOUS GAP BETWEEN VAPOR BARRIER CEMENT BOARD LAP SIDING, SMOOTH, PNTD MATERIAL

SISTER (3) LVL 1.9E1.75X7.25 TOGETHER @ RIM PER PLAN NOTE 10' ‐ 0" D7 1" = 1'‐0" 1' ‐ 6" 1' ‐ 6"
7 4x4 TREATED POST @ 3'‐0" OC. EQ REMAINING @ 2X4 TREATED FURRING TO SPACE CEMENT FASCIA BOARD TO BE FLUSH WITH ADJACENT LAP SIDING CEMENT FASCIA BOARDS, ALIGNED WITH HORIZ. SPACING OF HORI. LAP SIDING ADJACENT. FACE SIMPSON DTT2 FROM TOP BOLT TO BLOCKING 1/2" ASTM A307 THRU BOLTTHROUGH RIM AND 4X4 POST SECOND FLOOR 2X RIPPED DIAGONALLY TO MATCH TRUSS SLOPE AND PROVIDE FLAT SURFACE.RIPPED 2Xs SHOULD ALIGN WITH FLOOR STRUCTURE CONTINUOUS "L" METAL FLASHING AND DRIP EDGE W/ CONTINOUS CLEAT, TO MATCH ROOF BLOCKING AND SHEATHING FOR DRAINAGE OPEN WEB TRUSS PER MANU., STEPPED AND SLOPED FOR DRAINAGE, W/ R30 INSULATION, SHEATHING, AND SECTION DETAIL ‐ RAIL @ EAST RE: A9/A100 7

EQ 0' ‐ 0" TYP.

0' ‐ 3" FIRST FLOOR 0' ‐ 4"

8 8
EQ
2X8 TREATED BOARDS @ 16" OC. (2) 2X8 TREATED BOARDS AT ALL
HD2 LOCATIONS. RE: STRUCT PLAN FOR LOCATIONS

(4) 5/8"DIA ASTM A307 THRU BOLTS. RE: POST BOLTING ELEVATION 0' ‐ 2" CLR TYP 0' ‐ 3" CLR 1/4" / 12" 5' ‐ 5"

9 POST BOLTING ELEVATION 1 1/2" = 1'‐0" 3' ‐ 0" 9

G9 0' ‐ 11 1/2"
6X6 TREATED WOOD POST APPROX. GRADE SIMPSON PB566 CAST INTO TOP OF SONOTUBE FOOTING. USE FULL FASTENING PER MANU. ALT BASE TO BE SUBMITTED TO ARCH FOR APPROVAL 16" DIAMETER SONOTUBE FOOTING W/ (3) #4 VERTICAL & #3 TIES @ 1'‐6" MAX OC. 3'‐0" DEPTH. SECTION DETAIL ‐ COLUMN FOUNDATION 0' ‐ 2" 0' ‐ 8 1/2" SECTION DETAIL ‐ CANOPY @ SOUTH 2

10 RE: A5/A100 BLOCK PER STRUCT PLAN EXTEND 2X8s THROUGH SHEATHING TO FRAME TO FIRST FLOOR SHEAR WALL. TAPE AROUND PENETRATION MOD BIT ROOFING OVER PLYWOOD SHEATHING 6X6 TREATED WOOD COLUMN SHIM AS NECESSARY SISTER (3) LVL 1.9E1.75X7.25 TOGETHER @ RIM PER PLAN NOTE CONTINUOUS "L" METAL FLASHING AND DRIP EDGE W/ CONTINOUS CLEAT, TO MATCH ROOF FASCIA FLASHING SECOND FLOOR 10' ‐ 0" CEMENT BOARD FASCIA PANEL, SMOOTH, PNTD. EXTEND 1/2" BEYOND BOTTOM EDGE. TAMLYN "J" MOLD CEMENT BOARD PANEL SOFFIT, SMOOTH, PAINTED TAMLYN "J" MOLD TRIMMING AROUND WOOD POST (4) 5/8"DIA ASTM A307 THRU BOLTS. RE: POST BOLTING ELEVATION 2X8 TREATED BOARDS @ 16" OC. (2) 2X8 TREATED BOARDS AT ALL HD2 LOCATIONS. RE: STRUCT PLAN FOR LOCATIONS RIPPED 2X FURRING ALIGNED BELOW STRUCTURE TO ATTACH SOFFIT @ ANGLE RE: A7/A300 10

D10 1" = 1'‐0" A10 1" = 1'‐0"

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