HomeMy WebLinkAboutPermit File BLD-2024-0726 1312 O AvenueFor inspections, please call (360) 293-1901
PARCEL: P55247
LEGAL DESCRIPTION:
APPLICANT: Newhard, Zachary
209 Prospect St #1
Bellingham, WA 98225
360.390.5847
OWNER: HOUSING AUTHORITY OF ANACORTES
UNKNOWN
ANACORTES, WA 98221
VALUATIONS:
Estimated construction cost 116000.00 $116,000.00
$116,000.00Total:
FEES:Paid Due
Building Permit Fee $1,083.35 $0.00
Plan Review Fee $704.18 $0.00
State Building Code Council fee $25.00 $0.00
$0.00Totals :
REQUIRED INSPECTIONS
Roofing Final
$1,812.53
BLD-2024-0726 RE-ROOF COMMERCIAL
ISSUED:
EXPIRES:
11/20/2024
05/20/2026
PROJECT NAME: AHA SITE 2 REROOF
SITE ADDRESS: 1311-1312 N & O AV ANACORTES
Page 1 of 1Printed by : Cheri Gleichmann on: 12/24/2024 03:13 PM
City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360) 293-1901
http://cityofanacortes.org/
SITE 2 REROOF
1311 N Ave & 1312 O Ave
BID SET
SITE
Approved
10/29/2024
1REVISION TAG (USED WHEREVER THERE IS NO REVISION CLOUD)
SPOT ELEVATION
101
00
CL-X
1' - 0" A.F.F.
CL-X
1' - 0" A.F.F.
A101
1
Ref
1Re
f 1 Re
f
1
Ref
FL-X FL-X
X
0
RF-X RF-X
Room name
101
Room name
101
W S
WL-X WL-X
DOOR TAG
DOOR #
HARDWARE GROUP
ARROW
CEILING TAG
CENTERLINE
EXTERIOR CLADDING TAG
EXTERIOR ELEVATION TAG
FLOOR TAG
WINDOW TAG
GRID HEAD
NORTH ARROWS
PLAN NORTH
TRUE NORTH
ROOF TAG
ROOM TAGS
INTERIOR PLANS
WALL TAG
XINTERIOR WALL TAG
TYPE X
209 PROSPECT STREET - BELLINGHAM, WA 98225p.360.734.4744 - zervasgroup.com
SCALE.
NORTH.
REGISTEREDARCHITECT
ISSUED.
PROJECT#.
CHECK.DRAWN.
PLAN.
9587
ANDREW J. KRZYSIEKSTATE OF WASHINGTON
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20
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SITE 2 REROOF
INDEX / PROJECTINFORMATION
ANACORTES HOUSINGAUTHORITY1311 N Ave & 1312 O Ave
G0.01
09/18/2024
Author Checker
2023.0101
BID SET
ANACORTES HOUSING
AUTHORITY
719 Q AVEANACORTES, WA 98221PH : (360) 293-7831
CONTACT : SANDY COX
OWNER
SITE 2 RE-ROOF IS APPROXIMATELY 11,540 SQUARE FEET OF COMPOSITE SHINGLE ROOFING (ASPHALT TABS) ON TWO ADJACENT SEPARATE BUILDINGS ON THE SAME SITE. WORK WILL INCLUDE COMPLETE TEAR OFF TO EXPOSE ROOF SHEATHING. INSTALLATION OF NEW ROOFING UNDERLAYMENT, COMPOSITE SHINGLES, AND ASSOCIATED FLASHINGS.
PROJECT DESCRIPTION / NARRATIVE
SITE ADDRESS:1311 N Ave. & 1312 O Ave.Anacortes, WA 98221
PARCEL #P55247
LEGAL DESCRIPTION:LOTS 11 TO 20, BLOCK 55, MAP OF THE CITY OF ANACORTES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 4 THROUGH 7, RECORDS OF SKAGIT COUNTY, WASHINGTON.
SITE INFORMATION
THE FOLLOWING IS A PARTIAL LISTING OF REQUIREMENTS, ALL APPLICABLE CODES TO APPLY
PROJECT SHALL COMPLY WITH 2021 IBC, IECC, STATE AND LOCAL CODES.
ROOF FIRE CLASSIFICATION: CLASS C PER TABLE 1505.1
UL CLASS A
IEBC - CHAPTER 7 ALTERATIONS — LEVEL 1
[BS] 705.1 GENERAL
MATERIALS AND METHODS OF APPLICATION USED FOR RECOVERING OR REPLACING AN EXISTING ROOF COVERING SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 15 OF THE INTERNATIONAL BUILDING CODE.
EXCEPTION5: RECOVERING OR REPLACING AN EXISTING ROOF COVERING SHALL NOT BE REQUIRED TO MEET THE REQUIREMENT FOR SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS IN SECTION 1502 OF THE INTERNATIONAL BUILDING CODE FOR ROOFS THAT PROVIDE FOR POSITIVE ROOF DRAINAGE. FOR THE PURPOSES OF THIS EXCEPTION, EXISTING SECONDARY DRAINAGE OR SCUPPER SYSTEMS REQUIRED IN ACCORDANCE WITH THIS CODE SHALL NOT BE REMOVED UNLESS THEY ARE REPLACED BY
SECONDARY DRAINS OR SCUPPERS DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION 1502 OF THE INTERNATIONAL BUILDING CODE.
2021 IBC, IECC ANALYSIS
ARCHITECT :
ZERVAS
209 PROSPECT STREETBELLINGHAM, WA 98225PH : (360) 734-4744
CONTACT : ZACH NEWHARD
ZACH@ZERVASGROUP.COM
A.H.U.ALT.A.V.BLDG.DIA.D.S.(E)EFEHELECT.ELEV.
EQEXIST.EXT.F.E.F.E.CF.FFIN.G.A.G.L.B.G.W.B.HR.INSUL.INT.
MECH.MIN.MISC.MTL.(N)O.C.O.D.O.F.C.C.O.F.C.I.P.L.P.T.REF.REQ'DRM.RWL.SCHED.SHT.SIM.S.S.ST.STL.STRUCT.T.O.T.O.B.T.O.S.
T.S.TYP.U.N.O.VV.I.F.W/W/O@&
AIR HANDLING UNITALTERNATEAUDIO / VISUALBUILDINGDIAMETERDOWNSPOUTEXISTINGEXHAUST FANEXHAUST HOODELECTRICALELEVATION
EQUALEXISTINGEXTERIORFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISH FLOORFINISHGAUGEGLUE LAMINATED BEAMGYPSUM WALLBOARDHOURINSULATIONINTERIOR
MECHANICALMINIMUMMISCELLANEOUSMETALNEWON CENTEROVERFLOW DRAINOWNER FURNISHED CONTRACTOR COORDINDATEDOWNER FURNISHED CONTRACTOR INSTALLEDPROPERTY LINEPRESSURE TREATEDREFERENCEREQUIREDROOMRAINWATER LEADERSCHEDULESHEETSIMILARSTAINLESS STEELSTREETSTEELSTRUCTURALTOP OFTOP OF BEAMTOP OF SLAB
TUBE STEELTYPICALUNLESS NOTED OTHERWISEVENT PIPEVERIFY IN FIELDWITHWITHOUTATAND
ARCHITECTURAL ABBREVIATIONS__________ ARCHITECTURAL SYMBOLS
DESIGN TEAM
VICINITY MAP NOT TO SCALE
SITE ADDRESS :
1311 N Ave & 1312 O AveAnacortes, WA 98221
PROJECT
SITE
NORTH
PARCEL #:
P55247
CO
M
M
E
R
C
I
A
L
S
t
REV ISSUED FOR DATE
DRAWING INDEX
GENERAL
G0.00 COVER
G0.01 INDEX / PROJECT INFORMATION
ARCHITECTURE
A2.01 EXISTING ROOF PLAN
A2.02 ROOF REPAIR PLAN AND NOTES
A2.03 REROOF DETAILS / EXISTING PHOTOS
GENERAL NOTES:
1. PRIOR TO COMMENCEMENT OF WORK COORDINATE WITH OWNER CONSTRUCTION STAGING, ACCESS, AND MAJOR DELIVERIES.
2. PROTECT LANDSCAPING, LAWN AREAS AND PAVERS. LAY DOWN PLYWOOD SHEATHING OVER LAWN AND PAVER AREAS PRIOR TO TRAVERSING OR PARKING MAN/MATERIAL LIFTS. RESTORE LANDSCAPING, CLEAN TRACK/TIRE MARKS FROM SIDEWALKS.
3. PROVIDE TEMPORARY FENCE ENCLOSURES AND SAFETY BARRIERS FOR:A. MATERIAL STAGING AREASB. AREAS THAT MATERIAL/MAN LIFTS ARE CONTINUOUSLY OPERATING IN.C. PEDESTRIAN WALKWAYS THAT ARE WITHIN 10' OF ROOF EDGE (WHEN WORK IS BEING PERFORMED).
OWNER AND RESIDENT ACCESS TO THIS ENTRY/EXIT MUST BE MAINTAINED THROUGH DURATION OF CONSTRUCTION
STAGING AREA AND PARKING TO BE COORDINATED WITH THE ANACORTES HOUSING AUTHORITY
RED DASHED LINE INDICATES ROOF ACCESS LIMITS. GABLED ROOF END LOCATIONS ARE SUGGESTED ROOF ACCESS POINTS.
PLAYGROUND
STAGING AREA AND PARKING TO BE COORDINATED WITH THE ANACORTES HOUSING AUTHORITY
CONTRACT LIMITS AND STAGING
14th St
Approved
10/29/2024
"BUILDING 2" 1312 O AveD
D
C
C
B
B
A
A
1 1
2 2
4 4
3 3
5 OUTLOOKERS UNDER GABLE, THIS END
2 OUTLOOKERS UNDER EAVE
5 OUTLOOKERS UNDER GABLE, THIS END
UN
V
E
N
T
E
D
R
I
D
G
E
VALLEY
VA
L
L
E
Y
UNVENTED RIDGE
201 SF LOWER ROOF AREA, UNDER MAIN ROOF
2 OUTLOOKERS UNDER EAVE
4
1
/
2
"
/
1
2
"
4 1/2" / 12"4 1/2" / 12"
1'
-
6
"
28
'
-
4
"
39
'
-
0
"
3' - 6"
74
'
-
4
"
3'
-
6
"
2'
-
0
"
35' - 4"
7'
-
8
"
LOWER MEP CHASE UNDER MAIN ROOF
V4"
EH
"BUILDING 1" 1311 N Ave
DS DS
DS
DS
DS
H
H
G
G
F
F
E
E
7 7
8 8
6 6
5 5
3 OUTLOOKERS UNDER RAKE, THIS END
UN
V
E
N
T
E
D
R
I
D
G
E
VALLEY
VA
L
L
E
Y
UNVENTED RIDGE
5 OUTLOOKERS UNDER GABLE, THIS END
5 OUTLOOKERS UNDER GABLE, THIS END
5 OUTLOOKERS UNDER GABLE, THIS END
THIS AREA OF ROOF APPROX 4'-0" ELEVATED FROM ATTACHED AREA TO WEST.
44 SF ROOF EXTENSION UNDER MAIN ROOF. SEE 4/A2.03.
44 SF ROOF EXTENSION UNDER MAIN ROOF. SEE 4/A2.03.
4 1/2" / 12"
4
1
/
2
"
/
1
2
"
4
1
/
2
"
/
1
2
"
3' - 6"28' - 4"7' - 0"37' - 4"3' - 6"
4'
-
2
"
3'
-
6
"
39
'
-
0
"
28
'
-
4
"
3'
-
6
"
1'
-
6
"
35
'
-
4
"
3' - 6"
3'
-
6
"
LOWER MEP CHASE UNDER MAIN ROOF
201 SF LOWER ROOF AREA, UNDER MAIN ROOF
V4"
V4"
V4"
V4"
AV
AV
AV
AV
AV
AV
EH
EH
EHEHEH
AVAVAVAVAVAV AVAV
V4"V4"
DS
DS
DS
DS
DS
DS
DS
VALLEY
VA
L
L
E
Y
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
AV
EH V4"
EH
EH
V4"
EH
V4"
AV
AV
EH
EH
EH
4
1
/
2
"
/
1
2
"
4 1/2" / 12"
4
1
/
2
"
/
1
2
"
4
1
/
2
"
/
1
2
"
4
1
/
2
"
/
1
2
"
4 1/2" / 12"
4
1
/
2
"
/
1
2
"
AVAVAVAVAVAVAVAVAVAVAV
V4"EH EH EH V4"V4"EH
AV
V4"EHEHEH
EHEH
EHEHEHEHEH
EHEH
V4"
AV
EH
EH
EH
EH
EH
EH
EH
EH
V4"
V4"
V4"
AV
AV
AV
AV
AV
V4"
EH
EH
AV
4 1/2" / 12"
24' - 6"
18
'
-
0
"
6' - 6"6' - 6"
24' - 6"3' - 6"
5'
-
4
"
24
'
-
6
"
5'
-
6
"
3' - 6"78' - 8"7' - 0"3' - 10"
125' - 2"79' - 8"
148 SF LOWER ROOF AREA, UNDER MAIN ROOF
54 SF LOWER ROOF AREA, UNDER MAIN ROOF
5 OUTLOOKERS UNDER GABLE, THIS END
201 SF LOWER ROOF AREA, UNDER MAIN ROOF 2 OUTLOOKERS UNDER EAVE
2 OUTLOOKERS UNDER EAVE
COMPOSITE ROOFINGTO BE REPLACED
OUTLINE OF WALLS BELOW
EH
VP
AV
DS
EXHAUST FAN HOOD
VENT PIPE
ATTIC VENT
DOWNSPOUT
AREA OF ROOFING BELOW MAIN ROOF - SEE A2.01 FOR EXTENTS
1/8" = 1'-0"1 ROOF PLAN EXISTING
209 PROSPECT STREET - BELLINGHAM, WA 98225p.360.734.4744 - zervasgroup.com
SCALE.
NORTH.
REGISTEREDARCHITECT
ISSUED.
PROJECT#.
CHECK.DRAWN.
PLAN.
9587
ANDREW J. KRZYSIEKSTATE OF WASHINGTON
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SITE 2 REROOF
EXISTING ROOFPLAN
ANACORTES HOUSINGAUTHORITY1311 N Ave & 1312 O Ave
A2.01
09/18/2024
ZN AK
2023.0101
BID SET
REV ISSUED FOR DATE
1/4" = 1'-0"
ROOF LEGEND
REROOF NOTE LEGEND
1 Remove existing asphalt roofing and existing underlayment to expose roof sheathing. Prepare sheathing as necessary for installation ofnew underlayment, composite roofing and accessories, eave, valley, gable, and flashing boots. Notify Architect/Owner of unsuitable roofsheathing prior to recover. Refer to DTL. 3/A2.02
2 Remove and replace all existing attic vents, exhaust fan hoods, and lead pipe flashing boots. Typical all roof areas. See roof plan forapproximate locations.
3 Install new eave drip and rake flashing, self-adhered underlayment, underlayment, and composite roofing. See Details on A2.02. Installeave and barge flashing per (BID ALT 2)
4 (Bid ALT 1) Install sheet metal cap flashing on all gable outlookers, see A2.02.
5 Remove and reinstall gutters as necessary to install new sheet metal flashing. Typical all locations.
6 (BID ALT 3) Remove and replace all existing gutters and downspouts. Connect new to existing tightlines / storm water infrastructure.Reuse existing PVC boots and re-paint to match existing color.
7 Re-roof existing mechanical chase per Details on A2.02.
Approved
10/29/2024
3
1
1
1
3
1
7
A2.02
TYP
5
A2.02
TYP
7
A2.02
TYP5
A2.02
TYP
5
A2.02
TYP
7
A2.02
TYP
5
A2.02
TYP
5
A2.02
TYP
7
A2.02
TYP
5
A2.02
TYP
5
A2.02
TYP
4
4
3
A2.02
TYP
2
2
2
2
7
D
D
C
C
B
B
A
A
1 1
2 2
4 4
3 3
H
H
G
G
F
F
E
E
7 7
8 8
6 6
5 5
7
A2.02
TYP
7
A2.02
TYP
5
A2.02
TYP
1
2
1 2
2
1
2
1
1 2 1 2
"BUILDING 2" 1312 O Ave
V4"
EH
"BUILDING 1" 1311 N Ave
DS DS
DS
DS
DS
V4"
V4"
V4"
V4"
AV
AV
AV
AV
AV
AV
EH
EH
EHEHEH
AVAVAVAVAVAV AVAV
V4"V4"
DS
DS
DS
DS
DS
DS
DS
6
A2.02
6
A2.02
6
A2.02
6
A2.02
6
A2.02
6
A2.02
6 5
6
5
6 5
6
5
6 5
6
5
4
DS
DS
DS
4
4
4
4
4 8
A2.02
8
A2.02
8
A2.02
3
A2.02
TYP
8
A2.02
DS
73
3
33
3
3
3
3
3
3
3
3 3
3
3
3
3
DS
DS
DS
DS
DS
DS
AV
EH V4"
EH
EH
V4"
EH
V4"
AV
AV
EH
EH
EH
AVAVAVAVAVAVAVAVAVAVAV
V4"EH EH EH V4"V4"EH
AV
V4"EHEHEH
EHEH
EHEHEHEHEH
EHEH
V4"
AV
EH
EH
EH
EH
EH
EH
EH
EH
V4"
V4"
V4"
AV
AV
AV
AV
AV
V4"
EH
EH
AV
COMPOSITE ROOFINGTO BE REPLACED
OUTLINE OF WALLS BELOW
EH
VP
AV
DS
EXHAUST FAN HOOD
VENT PIPE
ATTIC VENT
DOWNSPOUT
AREA OF ROOFING BELOW MAIN ROOF - SEE A2.01 FOR EXTENTS
REROOF PER NEW ASSEMBLY.
(N) SHEET METAL HEADWALL FLASHING WHERE OCCURS.
FLASHING UNDER (E) VINYL SIDING BOARD. (N) SHEET METAL FLASHING TO INCLUDE HEMMED EDGE AT BOTTOM.
(E) WALL MATERIAL TO REMAIN. REMOVE SIDEWALL SIDING AS NECESSARY TO INSTALL (N) SIDEWALL STEPFLASHING. RE-USE SIDING WHEREPOSSIBLE, REPLACE SIDING WHERE NECESSARY.
(N) ROOF UNDERLAYMENT UP WALL 4" MIN.
(E) ROOF FRAMING AND SHEATHING TO REMAIN
(E) RAKE MATERIAL TO REMAIN
(E) SOFFIT AND WALL MATERIAL TO REMAIN.
CONT. PREFINISHED METAL RAKE FLASHING, 3" MIN.
(E) ROOF FRAMING AND SHEATHING TO REMAIN(BID ALT 2) CONT. BARGE FLASHING
INSTALL (N) UNDERLAYMENT, OVERLAP RAKE FLASHING.SELF ADHERED UNDERLAYMENT UNDER METAL RAKE FLASHING, TYPICAL.
REPLACE EXISTING ROOFING WITH (N) COMPOSITE ROOFING.
REMOVE IN ENTIRETY (E) ROOFING SYSTEM TO EXPOSE ROOF SHEATHING
(E) SHEATHING AND FRAMING TO REMAIN
(N) UNDERLAYMENT.(BID ALT 4) ENTIRE ROOF COVERED W/ SELF-ADHEREDUNDERLAYMENT
(E) GUTTER.(BID ALT 3) REMOVE (E) GUTTER AND REPLACE WITH NEW GUTTER. REPLACE DOWNSPOUTS.
(E) FASCIA MATERIAL TO REMAIN
(E) SOFFIT AND WALL MATERIAL TO REMAIN.
INSTALL (N) UNDERLAYMENT, OVERLAP DRIP EDGE FLASHING.
(N) CONT EAVE DRIP EDGE FLASHING.
(E) ROOF FRAMING AND SHEATHING TO REMAIN
SELF ADHERED UNDERLAYMENT OVER EAVE DRIP FLASHING.
(BID ALT 2) INSTALL (N) CONT METAL EAVE FASCIA FLASHING
CONT. METAL VALLEY FLASHING. NO FASTENERS WITHIN 6" OF VALLEY CENTERLINE.
BROADEN TOWARD LOW END OF ROOFOPEN VALLEY WIDTH VARIES,INSTALL (N) WHOLE ROOF UNDERLAYMENT, OVERLAP METAL FLASHING AND SELF ADHERED UNDERLAYMENT.
SELF ADHERED UNDERLAYMENT UNDER SHEET METAL FLASHING, EXTEND 4" BEYOND FLASHING EDGE TYPICAL.
SELF ADHERED UNDERLAYMENT OVER SHEET METAL FLASHING, EXTEND 4" BEYOND FLASHING EDGE TYPICAL.
(E) ROOF FRAMING AND SHEATHING TO REMAIN
COMPOSITE ROOFING RIDGE CAP
SELF ADHERED UNDERLAYMENT LAPPED OVER RIDGE
(E) RAKE MATERIAL TO REMAIN
(E) SOFFIT AND WALL MATERIAL TO REMAIN.
CONT. PREFINISHED METAL RAKE FLASHING, 3" MIN.
(E) ROOF FRAMING AND SHEATHING TO REMAIN(BID ALT 2) CONT. BARGE FLASHING
INSTALL (N) UNDERLAYMENT, OVERLAP RAKE FLASHING.SELF ADHERED UNDERLAYMENT UNDER METAL RAKE FLASHING, TYPICAL.
ATTACHMENT CLEAT ATUNDER TOP CAP
HORIZONTAL FLASHINGWITH CLEAT
VERTICAL WRAPFLASHING ON BEAM REPAIR WOOD ROT ON BEAM AND BLOCKING WITH SYSTEMTHREE ENDROT KIT WITH Sculpwood Max Putty FOR STRUCTURAL REPAIR.
INCLUDE SHEET METAL FLASHING END CAP AT GABLE ENDS.
REROOF PER NEW ROOF ASSEMBLY - ASPHALT REROOF
209 PROSPECT STREET - BELLINGHAM, WA 98225p.360.734.4744 - zervasgroup.com
SCALE.
NORTH.
REGISTEREDARCHITECT
ISSUED.
PROJECT#.
CHECK.DRAWN.
PLAN.
9587
ANDREW J. KRZYSIEKSTATE OF WASHINGTON
Y:
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SITE 2 REROOF
ROOF REPAIRPLAN AND NOTES
ANACORTES HOUSINGAUTHORITY1311 N Ave & 1312 O Ave
A2.02
09/18/2024
ZN AK
2023.0101
BID SET
REROOF NOTE LEGEND
1 Remove existing asphalt roofing and existing underlayment to expose roof sheathing. Prepare sheathing as necessary for installation ofnew underlayment, composite roofing and accessories, eave, valley, gable, and flashing boots. Notify Architect/Owner of unsuitable roofsheathing prior to recover. Refer to DTL. 3/A2.02
2 Remove and replace all existing attic vents, exhaust fan hoods, and lead pipe flashing boots. Typical all roof areas. See roof plan forapproximate locations.
3 Install new eave drip and rake flashing, self-adhered underlayment, underlayment, and composite roofing. See Details on A2.02. Installeave and barge flashing per (BID ALT 2)
4 (Bid ALT 1) Install sheet metal cap flashing on all gable outlookers, see A2.02.
5 Remove and reinstall gutters as necessary to install new sheet metal flashing. Typical all locations.
6 (BID ALT 3) Remove and replace all existing gutters and downspouts. Connect new to existing tightlines / storm water infrastructure.Reuse existing PVC boots and re-paint to match existing color.
7 Re-roof existing mechanical chase per Details on A2.02.
1/8" = 1'-0"1 ROOF PLAN REROOF PROPOSED
1/4" = 1'-0"ROOF LEGEND
1 1/2" = 1'-0"6 HEADWALL FLASHING DETAIL
3" = 1'-0"2 ROOF ASSEMBLY - ASPHALT REROOF
REV ISSUED FOR DATE
1 1/2" = 1'-0"7 TYPICAL RAKE DETAIL
1 1/2" = 1'-0"5 TYPICAL EAVE DETAIL
1 1/2" = 1'-0"3 TYPICAL VALLEY DETAIL
1 1/2" = 1'-0"4 TYPICAL RIDGE DETAIL
1 1/2" = 1'-0"8 RAKE DETAIL ON STORAGE SHEDS
1 1/2" = 1'-0"9
OUTLOOKER ROT REPAIR ANDFLASHING
Approved
10/29/2024
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A2.02
7
A2.02
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209 PROSPECT STREET - BELLINGHAM, WA 98225p.360.734.4744 - zervasgroup.com
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SITE 2 REROOF
REROOF DETAILS/ EXISTINGPHOTOS
ANACORTES HOUSINGAUTHORITY1311 N Ave & 1312 O Ave
A2.03
09/18/2024
Author Checker
2023.0101
BID SET
12" = 1'-0"4 BUILDING 2 NORTHWEST STORAGE ROOFS
12" = 1'-0"1 BUILDING 1 NORTHWEST
12" = 1'-0"6 BUILDING 1 BREEZEWAY
REV ISSUED FOR DATE
12" = 1'-0"7 BUILDING 2 SOUTHEAST
REROOF NOTE LEGEND
1 Remove existing asphalt roofing and existing underlayment to expose roof sheathing. Prepare sheathing as necessary for installation ofnew underlayment, composite roofing and accessories, eave, valley, gable, and flashing boots. Notify Architect/Owner of unsuitable roofsheathing prior to recover. Refer to DTL. 3/A2.02
2 Remove and replace all existing attic vents, exhaust fan hoods, and lead pipe flashing boots. Typical all roof areas. See roof plan forapproximate locations.
3 Install new eave drip and rake flashing, self-adhered underlayment, underlayment, and composite roofing. See Details on A2.02. Installeave and barge flashing per (BID ALT 2)
4 (Bid ALT 1) Install sheet metal cap flashing on all gable outlookers, see A2.02.
5 Remove and reinstall gutters as necessary to install new sheet metal flashing. Typical all locations.
6 (BID ALT 3) Remove and replace all existing gutters and downspouts. Connect new to existing tightlines / storm water infrastructure.Reuse existing PVC boots and re-paint to match existing color.
7 Re-roof existing mechanical chase per Details on A2.02.
12" = 1'-0"5 BUILDING 1 SOUTH 12" = 1'-0"2 BUILDING 1 NORTH
12" = 1'-0"3 BUILDING 2 NORTHWEST
12" = 1'-0"8 BUILDING 2 BREEZEWAY
Approved
10/29/2024