20100108 Yelm Schools Reroof Plans 030910S
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NOTE: ADDITIONAL ABBREVIATIONS INCLUDED THROUGHOUT DRAWING SET
HALLWAY
NORiH
NORTH AAROW 100 ROOM NAME AND NUMBER
N 23 WINDOW, RELITE, LOUVER TYPE
SEE A5.00, A5.01 & A5.02
9 REVISION SYMBOL
DETAIL SYMBOL 1
A8.12
PAINT TYPE SYMBOL
A _ O NOTE, REFERENCE SYMBOL
3 INTERIOR ELEVATION 1 A WALL TYPE SYMBOL. SEE A5.05
B' A7.02 /D SYMBOL X WHERE MULTIPLE WALL TYPES OCCUR
C 18" CLR TYP. U.N.O.
4 1/2''
SECTION SYMBOL U.N.O.
T.O. GLULAM I TYPICAL DOOR LAYOUT
HEIGHT ABOVE SYMBOL L
0' -0" A.F.F.
" FIRE EXTINGUISHER WITH CABINET
F.X. SEE A0.01 & SPECS. 12" CLR TYP. U.N.O.
SITE ADDRESS
16525 100TH WAY S.E.
YELM, WA 98 >97
PARCEL NUMBER
6430 - 3600 -300
SITE AREA
ZONING
PU, PUBLIC USE
CODES
2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS
2006 INTERNATIONAL MECHANICAL CODE
2006 INTERNATIONAL PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS
2006 NREC
BARRIER FREE - INTERNATIONAL CODE COUNCIL - ANSI STANDARD 117.1
LEGAL DESCRIPTION
IN THE COUNTY OF THURSTON, STATE OF WASHINGTON
LOTS 3, 4 ANID 5 IN BLOCK 36 OF MCKENNA IRRIGATED TRACTS AS RECORDED IN VOLUME 9 OF PLATS,
PAGE 43; EXCEPTING THEREFROM THAT PART OF SAID LOT 3 LYING SOUTHERLY AND SOUTHEASTERLY OF A
LINE DESCRIE ED AS BEGINNING AT A POINT ON THE EAST LINE OF SAID LOT 3, 365.1 1 FEET NORTH OF ITS
SOUTHEAST CORNER AND RUNNING THENCE WEST 520.87 FEET AND SOUTH 3611 20' WEST 409.7 FEET TO A
POINT ON THE WESTERLY LINE OF SAID LOT, NORTH 39 005'44" WEST 121.67 FEET FROM ITS SOUTHWEST
CORNER: AND EXCEPT THAT PORTION OF SAID LOTS 3 AND 4 DESCRIBED AS FOLLOWS:
THAT PORTION OF LOTS 3 AND 4 IN BLOCK 36 OF MCKENNA IRRIGATED TRACTS, ACCORDING TO THE FLAT
THEREOF AS RECORDED IN VOLUME 9 OF THE PLATS, PAGE 44, RECORDS OF SAID COUNTY, DESCRIBED AS
FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 3, THENCE NORTH 0 014'34" WEST ALONG
THE EASTERLY LINE OF SAID LOT 3 A DISTANCE OF 365.11 FEET; THENCE SOUTH 89 °45'26" WEST 290.78 FEET;
THENCE SOUTH 53 °25'26" WEST 30.88 FEET TO THE WESTERLY LINE OF SECTION 20, TOWNSHIP 17 NORTH,
RANGE 2 EAST, W.M.; THENCE NORTH 0 °02'18" EAST ALONG THE WESTERLY LINE OF SAID SECTION 20 A
DISTANCE OIF 348.02 FEET; THENCE SOUTH 80 032'16" EAST54.74 FEET; THENCE SOUTH 39 01732" EAST 412.68
FEET MORE C)R LESS TO THE TRUE POINT OF BEGINNING.
BUILDING AREA
TOTAL (EXISTING) - 42,880 SF
BUILDINC; HEIGHT
32' -0" EXISTING ROOF HEIGHT
OCCUPANCY TYPES
GROUP E -1 & A2.1
CONSTRUCTION TYPES
V -B
* APPROXIMATE LOCATION OF BUILDING
VICINITY MAP
SITE ADDRESS
10605 MILL RD. S.E.
YELM, WA 98597
PARCEL NUMBER
14 -01 OF SEC. 25
SITE AREA
ZONING
PU, PUBLIC USE
CODES
2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS
2006 INTERNATIONAL MECHANICAL CODE
2006 INTERNATIONAL PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS
2006 NREC
BARRIER FREE - INTERNATIONAL CODE COUNCIL - ANSI STANDARD 117.1
LEGAL DESCRIPTION
THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25,
TOWNSHIP 17 NORTH, RANGE 1 EAST, WILLAMETTE MERIDIAN. (FOR ENHANCED DESCRIPTION AND
SURVEY OF THIS PARCEL SEE RECORD OF SURVEY BY KEYES & ASSOC. P.S., INC.)
BUILDING AREA
TOTAL (EXISTING) - 50,075 SF
BUILDING HEIGHT
36' -6" EXISTING ROOF HEIGHT
OCCUPANCY TYPES
GROUP E -1 & A2.1
CONSTRUCTION TYPES
V -B
* APPROXIMATE LOCATION OF BUILDING
VICINITY MAP
Y DISTRICT #2 '
SCHEDULE OF DRAWINGS
AO.00 PROJECT INFORMATION SHEET
ARCHITECTURAL DRAWINGS
A2.01 FORT STEVENS ELEMENTARY- OVERALL ROOF PLAN
A2.02 MILL POND ELEMENTARY - OVERALL ROOF PLAN
A5.01 ROOF DETAILS
AR('HITFCT
ERICKSON McGOVERN, PLLC
120 131 ST STREET SOUTH
TACOMA, WASHINGTON 98444
P 253 -531 -0206
F 253 - 531 -9197
CONTACTS: RAY MOW, AIA
PROJECT TEAM
OWNER
YELM COMMUNITY SCHOOLS No. 2
P.O. BOX 476
YELM, WASHINGTON 98597
P 360 -458 -6128
F360- 458 -6434
CONTACTS: ERLING BIRKLAND
w
U
V
G
z
0
J
J 00
o
ABBREVIATIONS
N 00
0 Q
o r> E
w o 6
IL_ ui
@
AT
MAX
MAXIMUM
Q
CENTERLINE
MB
MARKER BOARD
0
DIAMETER OR ROUND
MECH
MECHANICAL
#
POUND OR NUMBER
MDO
MEDIUM DENSITY OVERLAY
AB
ANCHOR BOLTS
MDF
MEDIUM DENSITY FIBERBOARD
ACP
ACOUSTICAL CEILING PANEL
MIN
MINIMUM OR MINUTE
ACT
ACOUSTICAL CEILING TILE
MTL
METAL
AFF
ABOVE FINISH FLOOR
NIC
NOT IN CONTRACT
BD
BOARD
NO
NUMBER
BIT
BITUMINOUS
NTS
NOT TO SCALE
BLDG
BUILDING
BLKG
BLOCKING
OC
ON CENTER
BM
BEAM
OFCI
OWNER FURNISH CONTRACTOR INSTALL
BO
BOTTOM OF
OFOI
OWNER FURNISH OWNER INSTALL
BS
BACKSPLASH
OH
OPPOSITE HAND
PAV
PAVEMENT
CG
CORNER GUARD
CJ
CONTROL JOINT
PL
PROPERTY LINE
CLG
CEILING
PLAM
PLASTIC LAMINATE
CMU
CONCRETE MASONRY UNIT
PLYWD
PLYWOOD
COL
COLUMN
PR
PAIR
PRES TD PRESERVATIVE TREATED
CONC
CONCRETE
CONST
CONSTRUCTION
PT
PAINT
CONT
CONTINUOUS
CPT
CARPET
RB
RUBBER BASE
CT
CERAMIC TILE
RECPT
RECEPTACLE
DBL
DOUBLE
REQD
REQUIRED
DP
DEEP
REV
REVISIONS
DS
DOWNSPOUT
RM
ROOM
DTL
DETAIL
SC
SOLID CORE
(E)
EXISTING
SCHED
SCHEDULE
ETC
ETCETERA
SF
SQUARE FOOT
EA
EACH
SECT
SECTION
EJ
EXPANSION JOINT
Sim
SIMILAR
ELECT
ELECTRICAL
SPEC
SPECIFICATION
ELEV
ELEVATION
SQ
SQUARE
EM
ENTRY MAT
SS
STAINLESS STEEL
EO
EDGE OF
SSCG
STAINLESS STEEL CORNER GUARD
EQ
EQUAL
STD
STANDARD
EQUIP
EQUIPMENT
STL
STEEL
EXH
EXHAUST
STOR
STORAGE
EXT
EXTERIOR
STRUCT
STRUCTURAL OR STRUCTURE
FA
FIRE ALARM
SV
SHEET VINYL
FNDN
FOUNDATION
TB
TACKBOARD
FIN
FINISH
T &G
TONGUE & GROOVE
FF
FINISH FLOOR
THK
THICK
FR
FIRE RATED
TO
TOP OF
FMT
FLEXIBLE MARBLE TILE
TS
TUBE STEEL
FRP
FIBERGLASS REINFORCED PANEL
TWS
TACKABLE WALL SURFACE (ARCH.)
FT
FOOT OR FEET
TYP
TYPICAL
FX
FIRE EXTINGUISHER
U
URINAL
GA
GAUGE
UNO
UNLESS NOTED OTHERWISE
GALV
GALVANIZED
VCT
VINYL COMPOSITION TILE
GWB
GYPSUM WALLBOARD
VERT
VERTICAL
HACP
HUNG ACOUSTICAL CEILING PANELS
VWC
VINYL WALL COVERING
HM
HOLLOW METAL
H
HEIGHT OR HIGH
W
WIDE OR WIDTH
HR
HOUR
W/
WITH
WB
WHITE BOARD
ID
INSIDE DIAMETER
WD
WOOD
IN
INCHES
WG
WIRE GROMMETS
INSUL
INSULATION
WM
WALL MAT
INT
INTERIOR
W/O
WITHOUT
JT
JOINT
WST
WAINSCOT
JST
JOIST
WWF
WELDED WIRE FABRIC
LAM
LAMINATED
LAV
LAVATORY
LF
LINEAL FEET
NOTE: ADDITIONAL ABBREVIATIONS INCLUDED THROUGHOUT DRAWING SET
HALLWAY
NORiH
NORTH AAROW 100 ROOM NAME AND NUMBER
N 23 WINDOW, RELITE, LOUVER TYPE
SEE A5.00, A5.01 & A5.02
9 REVISION SYMBOL
DETAIL SYMBOL 1
A8.12
PAINT TYPE SYMBOL
A _ O NOTE, REFERENCE SYMBOL
3 INTERIOR ELEVATION 1 A WALL TYPE SYMBOL. SEE A5.05
B' A7.02 /D SYMBOL X WHERE MULTIPLE WALL TYPES OCCUR
C 18" CLR TYP. U.N.O.
4 1/2''
SECTION SYMBOL U.N.O.
T.O. GLULAM I TYPICAL DOOR LAYOUT
HEIGHT ABOVE SYMBOL L
0' -0" A.F.F.
" FIRE EXTINGUISHER WITH CABINET
F.X. SEE A0.01 & SPECS. 12" CLR TYP. U.N.O.
SITE ADDRESS
16525 100TH WAY S.E.
YELM, WA 98 >97
PARCEL NUMBER
6430 - 3600 -300
SITE AREA
ZONING
PU, PUBLIC USE
CODES
2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS
2006 INTERNATIONAL MECHANICAL CODE
2006 INTERNATIONAL PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS
2006 NREC
BARRIER FREE - INTERNATIONAL CODE COUNCIL - ANSI STANDARD 117.1
LEGAL DESCRIPTION
IN THE COUNTY OF THURSTON, STATE OF WASHINGTON
LOTS 3, 4 ANID 5 IN BLOCK 36 OF MCKENNA IRRIGATED TRACTS AS RECORDED IN VOLUME 9 OF PLATS,
PAGE 43; EXCEPTING THEREFROM THAT PART OF SAID LOT 3 LYING SOUTHERLY AND SOUTHEASTERLY OF A
LINE DESCRIE ED AS BEGINNING AT A POINT ON THE EAST LINE OF SAID LOT 3, 365.1 1 FEET NORTH OF ITS
SOUTHEAST CORNER AND RUNNING THENCE WEST 520.87 FEET AND SOUTH 3611 20' WEST 409.7 FEET TO A
POINT ON THE WESTERLY LINE OF SAID LOT, NORTH 39 005'44" WEST 121.67 FEET FROM ITS SOUTHWEST
CORNER: AND EXCEPT THAT PORTION OF SAID LOTS 3 AND 4 DESCRIBED AS FOLLOWS:
THAT PORTION OF LOTS 3 AND 4 IN BLOCK 36 OF MCKENNA IRRIGATED TRACTS, ACCORDING TO THE FLAT
THEREOF AS RECORDED IN VOLUME 9 OF THE PLATS, PAGE 44, RECORDS OF SAID COUNTY, DESCRIBED AS
FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 3, THENCE NORTH 0 014'34" WEST ALONG
THE EASTERLY LINE OF SAID LOT 3 A DISTANCE OF 365.11 FEET; THENCE SOUTH 89 °45'26" WEST 290.78 FEET;
THENCE SOUTH 53 °25'26" WEST 30.88 FEET TO THE WESTERLY LINE OF SECTION 20, TOWNSHIP 17 NORTH,
RANGE 2 EAST, W.M.; THENCE NORTH 0 °02'18" EAST ALONG THE WESTERLY LINE OF SAID SECTION 20 A
DISTANCE OIF 348.02 FEET; THENCE SOUTH 80 032'16" EAST54.74 FEET; THENCE SOUTH 39 01732" EAST 412.68
FEET MORE C)R LESS TO THE TRUE POINT OF BEGINNING.
BUILDING AREA
TOTAL (EXISTING) - 42,880 SF
BUILDINC; HEIGHT
32' -0" EXISTING ROOF HEIGHT
OCCUPANCY TYPES
GROUP E -1 & A2.1
CONSTRUCTION TYPES
V -B
* APPROXIMATE LOCATION OF BUILDING
VICINITY MAP
SITE ADDRESS
10605 MILL RD. S.E.
YELM, WA 98597
PARCEL NUMBER
14 -01 OF SEC. 25
SITE AREA
ZONING
PU, PUBLIC USE
CODES
2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS
2006 INTERNATIONAL MECHANICAL CODE
2006 INTERNATIONAL PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS
2006 NREC
BARRIER FREE - INTERNATIONAL CODE COUNCIL - ANSI STANDARD 117.1
LEGAL DESCRIPTION
THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25,
TOWNSHIP 17 NORTH, RANGE 1 EAST, WILLAMETTE MERIDIAN. (FOR ENHANCED DESCRIPTION AND
SURVEY OF THIS PARCEL SEE RECORD OF SURVEY BY KEYES & ASSOC. P.S., INC.)
BUILDING AREA
TOTAL (EXISTING) - 50,075 SF
BUILDING HEIGHT
36' -6" EXISTING ROOF HEIGHT
OCCUPANCY TYPES
GROUP E -1 & A2.1
CONSTRUCTION TYPES
V -B
* APPROXIMATE LOCATION OF BUILDING
VICINITY MAP
Y DISTRICT #2 '
SCHEDULE OF DRAWINGS
AO.00 PROJECT INFORMATION SHEET
ARCHITECTURAL DRAWINGS
A2.01 FORT STEVENS ELEMENTARY- OVERALL ROOF PLAN
A2.02 MILL POND ELEMENTARY - OVERALL ROOF PLAN
A5.01 ROOF DETAILS
AR('HITFCT
ERICKSON McGOVERN, PLLC
120 131 ST STREET SOUTH
TACOMA, WASHINGTON 98444
P 253 -531 -0206
F 253 - 531 -9197
CONTACTS: RAY MOW, AIA
PROJECT TEAM
OWNER
YELM COMMUNITY SCHOOLS No. 2
P.O. BOX 476
YELM, WASHINGTON 98597
P 360 -458 -6128
F360- 458 -6434
CONTACTS: ERLING BIRKLAND
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ASPHALT SHINGLES C)VERLAP STEP FLASHING MIN. 2 "�
REMOVE & REINSTALL EXIST. Z/ c ss3
SIDING AS REQD. TO INSTALL \ 3
/ -SHEET -METAL STEP FLASHING AT
OPTION TO COUNTER - FLASHING � 0 �
�( I EACH COURSE
INSTALL SEPA TE
METAL FLASHING `J
CAP INTO PIPE Al D 2" MIN. 4 •
i COUNTERFLASH LEAD u
t S� FASTENERS APRC a
- LEAD FLASHING -PRIME 12" O.C.
1/2" HEMMED EDGE t PREFABRICATED FLASHING •
SET BASE IN MASTIC
COLLAR; SEAL PIPE TO / WRAP UNDERLAYMEf
FLANGE CONNECTION
PREFABRICATED METAL FLASHING SEALING STRIPS / OVER RIDGE EDGE 3' Q
P ASPHALT SHINGLES
PIPE PENETRATION \, •
- ASPHALT SHINGLES��
O
8" o STORM COLLAR ASPHALT SHINGLES STARTER COURSE \ DRIP EDGE MTL. a)
(V
UNDERLAYMENT �- UNDERLAYMENT
1 /2" HEMMED EDGE METAL FLASHING WITH GUTTER, SEE 14/A5.01
PRE PRIMED 24 GA. SHEET METAL STORM COLLAR �� i TURNED UP AT WALL MIN. 8" J o
co
-� UNDERLAYMENT MAINTAIN 1" ABOVE ROOF SURFACE STARTER COURSE UP TO 3/4, OVERHANG WITH L -TYPE
DRIP EDGE METAL o
N }�
TYPICAL GUTTER BAFFLE TYPICAL CORNER FLASHING @VALLEYS TYPICAL VENT PIPE PENETRATION TYPICAL HEADWALL FLASHING TYPICAL EAVE FLASHING ° P °
U +-
-7 G C O Li
FL.dw SCALE: 1 1 /2 " =1' -0" r FL- 005.dwg SCALE: 3 " =1' -0" PIPE- PEN.dwg SCALE: 3 " =1' -0" COUNTERFLASHING.dwg SCALE: 3 " =1' -0" EAVE.dwg SCALE: 3 " =1' -0" ° M 0
C) ° � Q
GU g
.z a
PULL BACK FLASHING FOR SELF
NOTE: NOTCH SHINGLES
ADHERED UNDERLAYMENT, SHINGLES & WINDOW HEADER METAL COUNTER - FLASHING NOT SHOWN FOR CLARITY. REMOVE & REINSTALL SIDING AS NECESSARY FASTENERS SHOULD BE LONG ENOUGH TO
STRIP IN SELF ADHERED UNDERLAYMENT
22 GA. MTL. EAVE FLASHING LAPS 3" AS READ' TO INSTALL -SELF ADHERED UNDERLAYMENT PENETRATE THROUGH ALL LAYERS OF
SEE DETAIL 10/A8.00 COUNTER FLASHING TUNED UP WALL 8" MIN. ROOFING MATERIALS
FASTENED W 1 1/2" ROOFING NAILS 12" O.C. STAGGERED
WOOD SIDING OVER ,/ 6" STRIP -IN W/ SELF ADHERED UNDERLAYMENT ASTM D 4869 TYPE II (30 #) SHEET-METAL STEP FLASHING AT
BUILDING PAPER / UNDERLAYMENT TURNED EACH COURSE
RETURN GWB TO WINDOW SILL MTL. GUTTER HANGER BRACKET UP WALL 6'
HEAD FLASHING 20 GA. x 1 1/2" WIDE - 2' -0" O.C. I RIDGE SHINGLES
HEAD / JAMB SIM. INSUL. GLASS FASTENED /W 1/8" S.S. POP RIVET = /'� I SEALING STRIPS
z � i
N
STRIP -IN SELF ADHERED UNDERLAYMENT ` \
RETURN GWB TO WINDOW SILL v PRIOR TO INSTALLING COUNTERFLASHING O��
EXIST. SILL FLASHING -BEND SILL SEALING STRIPS
BACK AS REQD' FOR NEW WORK
FIELD VERIFY 2x FRAMING
/
NOTE: SLOPE
SEE 15/A5.01 FOR 5/8" PLYWOOD NOTE:
DETAILS IN COMMON MASTIC EDGES GUTTER NOT SHOWN FOR CLARITY -
HOLD BACK FROM VERT. WALL
4 -2 S/S CLOSED -END RIVIT
�- ASPHALT SHINGLES SELF ADHERED ry
5" 2" SELF ADHERED UNDERLAYMENT - RUN '
UNDERLAYMENT ASPHALT SHINGLES- Q
5 1/2" @ 5 "Q) D.S. UP FULL HEIGHT OF SKYLIGHT CURB EAVE FLASHING & GUTTER WRAPPED OVER RIDGE
22 GA. MTL. GUTTER -FABRICATED 24 GA. SHEET METAL KICK -OUT NOT SHOWN FOR CLARITY - SEE DTL. 14 SEE SPECS.
FROM CONT. GUTTER MACHINE COMPOSITION SHINGLES �
FLASHING WITH SOLDERED CORNERS
WINDOW @ WD. SIDING LOUVERS SIMILAR TYPICAL MTL. GUTTER W/ EAVE FLASHING APRON FLASHING @ SKYLIGHT TYPICAL KICK -CUT FLASHING AT EAVE �j TYPICAL RIDGE / HIP TYP. '-i
w SCALE: 1 1 /2 ''=1' -0" GUTTER.dw SCALE: 3 " =1' -0" APRON- FL.dwg SCALE: 3 " =1' -0" O EAVEFLASHING.dwg SCALE: 3 " =1' -0" RIDGE.dwg SCALE: 3 " =1' -0'
FLASH4.d g g W
RI -J
SEAL TOP EDGE OF CAP MEMBRANE W
± 1 -0 FLASHING PLY TO THE DECK WITH MASTIC Q
VERIFY FIELD UNDERLAYMENT CONTINUOUS STRIPPING PLY
EXIST. SKYLIGHT ASPHALT SHINGLES 7
SELF ADHERED UNDERLAYMENT SELF ADHERED UF ON BOTH SIDES OF VALLEY MTL. DERLAYMENT LAP OVER NOT SHOWN FOR CLARITY L
FLASHING SHEET MIN. 4"
- EXIST. CURB 2 x 8 BLOCKING WOOD DECK - PRIMAF Y ROOFING SYSTEM 0
22 GA. PRE - FINISHED FLASHING (FRICTION _ _ O INSTALLED AS SPECIFIED VALLEY METAL FABRICATED FROM N
FIT UNDER SKYLIGHT DRIP FLASHING) MIN. 24" WIDE SHEET -LAP VALLEY
METAL MIN. 8" AND SET IN SEALANT ---�
STRIP IN SELF ADHERED UNDERLAYMENT - ° O / - TORCH APPLIED SURFACED VALLEY UNDERLAYMENT -__! II.-
MASTIC ALL EXPOSED EDGES �� EXTEND SHINGLES 4" MIN. O —
a O FLASHING SHEET U
ASPHALT ROOF SHINGLES OVER VALLEY METAL -
ry
CONT. CLEAT O 2" HIGH SPLASH DIVERTER
SELF ADHERED UNDERLAYMENT- ® \ f-
RUN UP CURB FULL HEIGHT 6" x 6" FLASHING W/ 1/2" DRIP ® I
SEALING STRIPS + Q
EDGE. W/ SEAMED ENDS. ® ® o l
FASTEN TO FASCIA, TYP. ® 6"
FIELD CAP MEMBRANE J W 0
EXIST. FASCIA BOARD ON HEAT WELDED FLASHING- PLY EXTEND UP SLOPE 4"
FASTEN SOPREMA APPROVED ® ® TRIM CORNER OF SHINGLES > 0
EXIST. SOFFIT BASE SHEET 8" O.C. IN ® w W =
GRID PATTERN AND AT SIDE LAPS Lu
F-
EXIST. SIDING () U
� RIGID INSULATION
3/4" PLYWOOD SHEATHING FIRST MEMBRANE FLASHING PLY ASPHALT SHINGLES H
- EXTEND UP SLOPE MIN. 18" OSB /ISO COMPOSITE 0
FRAMING, SEE STRUCT. AND ONTO FLAT OF ROOF 0 0 J
.... FIELD BASE MEMBRANE & 2ND PLY EXIST. RIGID INSULATION 1� �J
5/8 GWB EXTEND UP SLOPE 6" AND SHEATHING - >-
DETAIL @ SKYLIGHT PEAK TYPICAL RAKE DETAIL TRANSITION TO SLOPE ROOF TYPICAL OPEN VALLEY
SKYLIGHT.dwg SCALE: 1 1/2"=l' RK- 001.dwg SCALE: 1 1/2"=l'-0 SLOPEROOF.dwg SCALE: 3 " =1' -0" VALLEY.dwg SCALE: Y-l' -0"
` - 24 GA. S/S SOLDERED TRANSITION 7925 REGISTERED
`
- LHI SHOWN - RH OPPOSITE TWO -PIECE SHEET -METAL WALL SIDING /CLADDING ARCHITECT
COUNTERFLASHING- OVERLAP
PWIME PRIOR TO INSTALLATION
G J.� ----
S/S SOLDERED 24 GA. PIECE @INTERSECTIONS OF RAKE EDGE AND RIDGE, i � � STEP FLASHING MIN. 2'
NOT SHOWN FOR CLARITY
-T -- BUILDING WRAP - OVERLAP RAYMOND C. MOW
.91 - k PROVIDE SELF ADHERED MEMBRANE UNDER AT INTERSECTION. - MASTIC /i ANGLE MAY VARY
i SHEET -METAL FLASHING COUNTERFLASHING MIN. 2" STATE OF WASHINGTON
` EXPOSED EDGES. / / �, ` FIELD VERIFY
as��d / i WITH HEMMED EDGE*Y
APROX. 4"
�2, Project: 29016
CONTINUOUS STRIP -IN
Drawn: JM.
� // I BID SET
ASPHALT SHINGLES OVER 24 GA. S/S / �� 03�09� 10
COVER GAP IN SHEATHING OR RAKE OVERHANG -STRIP IN
e UNDERLAYMENT
0 20 GA. G -90 GALV. PLATE
24 GA. PRE - FINISHED BENT METAL
#4 LEAD - EXTEND 8" ALL SIDES & BEND INTO PLACE
SELF ADHERED UNDERLAYMENT
STRIP IN W/ SELF ADHERED UNDERLAYMENT. SEE DETAIL 2
MASTIC ALL EXPOSED EDGES
/ \' ASPHALT SHINGLES
6..
Sheet:
N
SELF ADHERED UNDERLAYMENT
mv STRIP IN W/ SELF ADHERED UNDERLAYMENT - TURNED UP AT WALL MIN. 8"
E
MASTIC ALL EXPOSED EDGES - SHOWN D TTTED
A5,01
0 DETAIL AT VALLEY INTERSECTION TYPICAL FLASHING @ EAVE / ROOF INTERSECTION TYPICAL CORNER FLASHING DETAIL TYPICAL HEADWALL FLASHING
91 VALLEYINT.dw SCALE: 3 " =1' -0" UNDER- FL.dwg SCALE: 3 " =1' -0" 7. FL- 003.dwg SCALE: 3 " =1' -0" FLASHING.dwg SCALE: 3 " =1' -0"
g
s