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A B C D E F G H I J K L M N 0 P
1" PLYWOOD FASTENED TO 5/8" SEE REVISED 1" PLYWOOD FASTENED TO 5/8" SEE REVISED
C"7 COMPOSITION SHINGLES PLY W/1 x4 DECK. AT 12 O.C. /1 x4 DECK AT 12 O.C.
" DETAIL RFI 106 PLY W DETAIL RFI 106
LO 17 .
30 LB UNDERLAYMENT COMPOSITION SHINGLES (6 O.C. AT ROOF PERIMETER) (11 / /04 ) (6 O.C. AT ROOF PERIMETER) (11 /17/04)
CV OVER PLYWOOD 30 LB UNDERLAYMENT COMPOSITION SHINGLES COMPOSITION SHINGLES 1 C
rl�c\j_ _ _ OVER PLYWOOD 2 LAYERS
- - - METAL DECK
METAL ROOF DECKING UNDERLAYMENT
COMPOSITION g O.H. 8 - 2 LAYERS METAL DECK
~ SHINGLES I A6 A6 A6 A6 I UNDERLAYMENT 6„ M\N
CONT. MTL.
30 LB UNDERLAYMENT 12 �- -� �_ _ J /_ EAVE PROTECTION FLASHING
OVER PLYWOOD 3� - METAL LINER STL. �, (24 FROM ROOF
4, -0„ �
- - - PANELS, SEE OUTRIGGER 4'-0 �Z� ��j EDGE)
T DET. 1 O/A6
(�7
I STEEL 1x4
9 OUTRIGGER 9
A6�A6 I O.H. STL. OUTRIGGER METAL LINER 1 �,
�- - - - A6 A8 PANELS, SEE A6 A8 PRESS. ANGLE 4 WELDED
A6 A9
CEILING DECKING DET, IO/A6 TREATED TO FASCIA
METAL LINER CEILING DECKING WD. TRIM
PANELS, SEE BATT PREFINISHED 4x8x1 /4" STEEL
2" @
DET. 10/A6 VARIES INSULATION 2" SPRAY -ON CMU PILASTER TUBE FASCIA 1 /8" END
SEE STRUCT. ALUM GUTTER
8" CMU INSULATION
CMU PILASTER 2" SPRAY -ON COUNTERSUNK Y4 SHEET MTL. LINER PANELS RF1 122
4x8x1 4" STEEL
ALUM. RAINWATER INSULATION 9 MTL. SCREWS- @ 36" O.C. / L 2 1 /4x2x1 /4
TUBE FASCIA 8
8 LEADER, CONNECT INSULATION
SPRAY -ON 8„ CMU CONCRETE BEAM °D° B/T TOP CHORD
INSULATION i
TO STORM DRAIN N
SYSTEM, SEE CIVIL CONCRETE BASE 8" CMU D �i EAVE D ETAI RFI 106A 7 RAKE DETAIL g
RFI 27 D° RFI 106B A6 A6 As As
SCALE: 3 = 1 -0 SCALE: 3 = 1 -0
e D° Ae CMU PILASTER
CONCRETE o o BEYOND
BASE = SEE REVISED SEALANT "A" W/ BACKER ROD
D CONCRETE �� DETAIL RFI 99
D e q (11 /17/04)
BASE BEYOND SURFACE MOUNTED GALV.
% METAL REGLET FLASHING 7
° D (SHIM PARALLEL TO WALL)
D.° 26 GA STEP FLASHING
e
° D
COMPOSITION SHINGLES OVER
° D I 2 LAYERS UNDERLAYMENT
1" PLYWOOD FASTENED TO
WALL SECTION 1 WALL -S SECTION O N 3 WALL SECTION 5 DECK AT 12 O.C. (6" O.C.
6 SCALE: 1 /2» = 1,-0„ A5 A6 SCALE: 1 /2„ - 1,_0„ A5 A6 SCALE: 1 /2" = 1'-0" A5 A6 �' 5/8,, AT ROOF PERIMETER) 6
W/1 x4 SEE ADDENDUM #4 (9/4/03)
METAL ROOF DECKING
METAL ROOF DECK
COMPOSITION SHINGLES
COMPOSITION SHINGLES
30 LB UNDERLAYMENT _ 12 30 LB UNDERLAYMENT _ ROOF STRUCTURE, SEE
STRUCTURAL DRAWINGS
OVER PLYWOOD 1 -3 j OVER PLYWOOD
As A9 ...•.. .. PRESSURE TREATED 1 X8,
L FASTEN TO WALL W i„X3„
METAL ROOF DECKING - ----- -i - - 8 O.H. I % "."' / 4
5 A6 A6 COUNTERSUNK GALV. 5
12 COMPOSITION I I 4,-0„ I I A6 As ANCHORS @ 24 O.C.
SHINGLES L _ - J
3 ---�
30 LB UNDERLAYMENT 3,_0„
OVER PLYWOOD METAL LINER -- -- --- - - - 9
CEILING R00 F FLASHING D ETAI LW=2953DO
- T PANELS, SEE
DECKING SCALE: 3 = 1'-0"
A6 A6
1 - - - O.H. DET. 1 O/A6
O.H. I0.H. 7 g PLYWOOD OVER MTL.
As A8 STL. OUTRIGGER
CEILING = A6 A9 I I ��A
As As ROOF DECKING COMPOSITION
DECKING 4x8 T.S. SHINGLES
4 METAL LINER L - J 8" CMU TUBE STL FASCIA, MITER STL. OUTRIGGER 4
BATT E L L E CEILING DECKING AT CORNERS AND WELD
PANELS
INSULATION 6'-0„ CEILING
CMU PILASTER DECKING MTL. SOFFIT LINER PANELS
ALUM. RAINWATER LEADER 4 X 4 TUBE MITERED AT CORNERS
CONNECT TO STORM DRAIN STEEL COLUMN 8" CMU CD
SYSTEM, SEE CIVIL 16 GA. MTL TRIM PIECE MTL. SOFFIT
SHIM, SEALANT
SEE RFI #40 LINER PANEL &BACKER ROD
i
i
RFI 45-17 ALUM. FLASHING
CMU 8" CMU WALL
CONCRETE BOND 3
3 8„ CMU RFI 40-A (6/2/04) PILASTER ,
ALUMINUM LOUVER I z BEAM, SEE
2" SPRAY -ON 4'-10" MIN
STRUCT.
INSULATION CD -
4 -oy EXTERIOR
12" DIA. 2 SPRAY -ON
,
6„ CONCRETE CONCRETE BASE. INSULATION
CURB RFI 40-A 6" CONCRETE RECORD DRAWING I BIRD SCREEN
° CURB 7417 II
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION ALUM. FLASHING U
REGISTERED
° ° D PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS ARCHITECT
HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF INFORMATION SHIM, SEALANT &
D PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR BACKER ROD
COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DANIEL J. WRIGHT
DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. STATE OF WASHINGTON CMU WALL
CEILING DECKING
WALL SECTION 2 WALL SECTION 4 WALL SECTION(6� TYP. SOFFIT CORNER DETAIL 1 TYPICAL CABLE VENT 1 1
SCALE: 1 /2„ = 1,-0„ A5 A6 SCALE: 1 /2" 1'-01° A5 A6 SCALE: 1 /2" = 1,-0„ A5 A6 SCALE: 1 /4„ _ 1,-0„ A6 A6 SCALE: 1 1 /2„ = 1,-0„ A3 A6
1 CHANGE PER ADDENDUM #4 GAR 9/4/03 DEW SURVEYED: SCALE: AS SHOWN " }= CITY OF RENTON DATE: 1
1 DESIGNED: GAR VERTICAL: NAVD 1988 =Planning/Building/Public Works Dept. DEC 2005
ECONOMIC AND ENGINEERING
DRAWN: GAR ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/JenksPROJECT NO.
CHECKED: DJW COIISUltat"1tS SERVICES, INC. MAPLEWOOD 3-01-358
APPROVED: AT FULL SCALE 10900 NE 4th STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO.
32001 32nd Avenue South, Suite -100 BELLEVUE, WASHINGTON 98005
IF NOT ONE INCH DATUM federal Way, Washington 98001 SHT NO.
— RECORD DRAWING 12/05 SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA TREATMENT FACILITY
WALL SECTIONS & DETAILS DWG NO.
N0. REVISION BY DATE APPR A6
A B C ° E F G " I J K L M N W-���f�If—�
SCANNED OCT 9 7 7,106