HomeMy WebLinkAboutBLD-2026-0423 - RE-ROOF COMMERCIALPARCEL: P33055
LEGAL DESCRIPTION: THAT PORTION OF GOVERNMENT LOT 8, SECTION 30, TOWNSHIP 35 NORTH, RANGE 2 EAST, W.M.,
DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF THE GREAT NORTHERN
RAILWAY RIGHT-OF-WAY (NOW BULRINGTON NORTHERN RAILROAD COMPANY) WITH THE EAST LINE OF AVENUE "V" IN
THE CITY OF ANACORTES; THENCE SOUTH ALONG THE EAST LINE OF AVENUE "V", 300 FEET TO A POINT WHERE THE
CONTINUATION EASTERLY OF THE CENTERLINE OF THE ALLEY IN BLOCK 29, OF "BEALE'S MAPLE-GROVE ADDITION TO
THE CITY OF ANACORTES", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 19, RECORDS
OF SKAGIT COUNTY, WOULD INTERSECT THE SAID EAST LINE OF AVENUE "V"; THENCE EASTERLY ALONG THE
CONTINUATION OF SAID CENTERLINE OF ALLEY TO THE WEST LINE OF SAID RIGHT-OF-WAY OF THE GREAT NORTHERN
RAILWAY (NOW BURLINGTON NORTHERN RAILROAD COMPANY); THENCE NORTHERLY ALONG THE WEST LINE OF SAID
RAILWAY RIGHT-OF-WAY TO THE POINT OF BEGINNING; EXCEPT THEREFROM THAT PORTION DESCRIBED AS FOLLOWS:
THAT PORTION OF SAID GOVERNMENT LOT 8, LYING NORTH OF THE SOUTH LINE OF 34TH STREET, OF "BEALE'S MAPLE-
GROVE ADDITION", PROJECTED TO THE EAST AND LYING EAST LINE OF "V" AVENUE OF SAID "BEALE'S MAPLE-GROVE
ADDITION", PROJECTED NORTH AND ALSO LYING WEST OF THE BURLINGTON NORTHERN RAILROAD COMPANY RIGHT-
OF-WAY. ALSO, THAT PORTION OF SAID GOVERNMENT LOT 8, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 80 FEET
EAST OF THE NORTHEAST CORNER OF LOT 1, BLOCK 30, OF SAID "BEALE'S MAPLE-GROVE ADDITION TO THE CITY OF
ANACORTES", BEING ON THE EAST LINE OF AVENUE "V", THENCE NORTH, 180 FEET, MORE OR LESS, TO THE CENTERLINE
OF THE ALLEY IN BLOCK 29 OF SAID "BEALE'S MAPLE-GROVE ADDITION TO CITY OF ANACORTES", PRODUCED EASTERLY;
THENCE EAST TO THE WEST LINE OF THE RIGHT-OF-WAY OF THE GREAT NORTHERN RAILWAY (NOW BULRINGTON
NORTHERN RAILROAD COMPANY); THENCE SOUTHERLY ALONG THE WEST LINE OF SAID RAILWAY RIGHT-OF-WAY TO A
POINT DUE EAST OF THE POINT OF BEGINNING; THENCE WEST TO THE POINT OF BEGINNING; EXCEPT THAT PORTION OF
ALL THE ABOVE LYING WITHIN THE RIGHT-OF-WAY OF THE PUBLIC ROAD KNOWN AS FIDALGO BAY ROAD. ALSO ALL THAT
PORTION OF THE FOLLOWING DESCRIBED THAT IN SAID GOVERNMENT LOT 8, WHICH LIES EAST OF THE EASTERLY LINE
OF THE PUBLIC HIGHWAY COMMONLY KNOWN AS FIDALGO BAY ROAD, TO WIT: BEGINNING AT THE NORTHEAST CORNER
OF BLOCK 30, OF SAID "BEALE'S MAPLE-GROVE ADDITION TO CITY OF ANACORTES"; THENCE SOUTH ALONG THE EAST
LINE OF SAID BLOCK, IF EXTENDED SOUTH, 256 FEET, MORE OR LESS, TO THE CENTERLINE OF 36TH STREET, IF
PRODUCED; THENCE DUE EAST ON THE CENTERLINE OF 36TH STREET, IF EXTENDED, 420 FEET; THENCE NORTH, 40
FEET; THENCE EAST, 250 FEET, MORE OR LESS, TO THE RIGHT-OF-WAY OF THE GREAT NORTHERN RAILWAY COMPANY
(NOW BURLINGTON NORTHERN RAILROAD COMPANY); THENCE NORTHWESTERLY ALONG THE WEST LINE OF SAID
RIGHT-OF-WAY TO THE INTERSECTION WITH THE SOUTH LINE OF 35TH STREET, IF EXTENDED; THENCE WEST ALONG
THE SOUTH LINE OF 35TH STREET, IF EXTENDED, TO THE POINT OF BEGINNING. AKA RAY L SIZEMORE PROPERTY ON
SURVEY RECORDED UNDER AF# 200005190013.
APPLICANT: Hardy, Matthew
920 G Ave
Anacortes, WA 98221
3608157383
OWNER:
VALUATIONS:
Estimated construction cost 65000.00 $65,000.00
FEES:Paid Due
Plan Review Fee $486.69 $0.00
Building Permit Fee $748.75 $0.00
CONSTRUCTION CONTRACTOR:ADVANCED GUTTERS & ROOFING LLC
8805 BLOSSOMBERRY LANE
BLAINE, WA 98230
3608157383
License: ADVANGR794R3
Expires: 12/06/2027
BLD-2026-0423 RE-ROOF COMMERCIAL
ISSUED:
EXPIRES:
07/09/2026
07/09/2028
PROJECT NAME: METAL ROOF
SITE ADDRESS: 315 34TH STREET ANACORTES
Page 1 of 2Printed by : Jennifer Watson on: 07/31/2026 03:26 PM
City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360) 293-1901
http://cityofanacortes.org/
Please request inspections online through the permit portal.
If that is not possible please call (360) 293-1901 for Building or Planning inspections.
For Public Works inspections, please call (360) 293-1938.
$65,000.00Total:$0.00Totals :
REQUIRED INSPECTIONS
Roofing Final
$1,235.44
Page 2 of 2Printed by : Jennifer Watson on: 07/31/2026 03:26 PM
City of Anacortes, WA
RE-ROOF COMMERCIAL BLD-2026-0423
RIVERSIDE CA • SACRAMENTO CA • SALEM OR • AUBURN WA • SPOKANE WA • TAYLORMETAL.COM
TAYLOR
METAL PRODUCTS
KEY FEATURES TESTING
FLAT
FLAT WITH SCREW CONCEALER
STRIATIONS WITH SCREW CONCEALER
ACCENT RIBS WITH SCREW CONCEALER
3 Accent ribs for 12” panel 4 Accent ribs for 16” panel (16” panel shown)
Easy-Lock™
Standing Seam Panel
Technical Data Resource
1"
12" 16" COVERAGE
1"
12", 16" COVERAGE
1"
12", 16" COVERAGE
1"
12", 16" COVERAGE
1"
12" 16" COVERAGE
1"
12", 16" COVERAGE
1"
12", 16" COVERAGE
1"
12", 16" COVERAGE
1"
12" 16" COVERAGE
1"
12", 16" COVERAGE
1"
12", 16" COVERAGE
1"
12", 16" COVERAGE
1"12" 16" COVERAGE1"12", 16" COVERAGE
1"
12", 16" COVERAGE
1"
12", 16" COVERAGE
38"
1"
38"
WEIGHT TABLE
.040" ALUM
0.040"
0.760 LBS
0.760 LBS
0.950 LBS
0.713 LBSWEIGHT/SQFT
16"
16"
WEIGHT/LINFT
WEIGHT/SQFT
12"
12"
1.576 LBS
1.576 LBS
0.618 LBS
WEIGHT/LINFT
1.106 LBS 1.305 LBS
1.305 LBS
1.626 LBS
1.219 LBS
1.963 LBS
1.472 LBS
1.106 LBS
0.032"
.032" ALUM
0.770 LBS
0.578 LBS
EASY-LOCK 26 GA STEELWIDTH
0.0236"
24 GA STEEL
THICKNESS 0.019"0.0285
0.618 LBS
22 GA STEEL
1.378 LBS
1.033 LBS
• 12" and 16" coverage options
• 26, 24 & 22 Tru-Gauge™ and .032" Aluminum • 16 & 20 oz. Copper (Please inquire)
• Factory-notched and tabbed panels available
• Vertical interlocking application: allows installation from both directions starting at any location
• Patented no-siphon lock seam
• 1" vertical rib with 3/8" flat top for ease of flashing attachment
• Concealed fasteners: fasteners cannot leak
• Pre-slotted fastener flange: allows expansion & contraction of panel (high wind clips available for panel lengths over 35’)
• 3:12 minimum pitch recommended (For lower pitches, please inquire)
• Standard panel lengths 4' to 35' - not notched Standard panel lengths 1' to 35' - notched (For longer panels, please inquire
• Panel options: Striations, Accent Ribs, and Flat Pan
• Manufactured in Salem OR, Auburn WA, Sacramento CA and Riverside CA
• Code compliance UL Evaluation Report UL ER #25913-01
• UL Construction No. 529
• UL 580 Class 90 - Wind Uplift
• UL 790 Class A (ASTM E108) - Fire rated
• UL 2218 Class 4 - Impact (hail) rated
• ASTM A653/A924 - G90 Galvanized
• ASTM A792 - Zincalume/Galvalume AZ-50/55
• ASTM B209 - Aluminum Substrate
• ASTM E2886 - Ember Resistant ridge/endwall/peak flashings available
LOCK SEAM DETAIL REVERSE LAP DETAIL
RIVERSIDE CA • SACRAMENTO CA • SALEM OR • AUBURN WA • SPOKANE WA • TAYLORMETAL.COM
RIVERSIDE CA • SACRAMENTO CA • SALEM OR • AUBURN WA • MARYSVILLE WA • SPOKANE WA • TAYLORMETAL.COM
GR-7™ROOF AND WALL
RIVERSIDE CA • SACRAMENTO CA • SALEM OR • AUBURN WA • MARYSVILLE WA • SPOKANE WA • TAYLORMETAL.COM
GR-7™ROOF AND WALLTAYLOR
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Ixx
in4/ft.
Ixx (eff)
in4/ft.
Sxx
in3/ft
Ixx
in4/ft.
Ixx (eff)
in4/ft.
Sxx
in3/ft 11" 22" 33"
16 24 50 1.22 0.0163 0.0145 0.0187 0.0102 0.0120 0.0156 63.5 43.1 22.7
16 22 50 1.47 0.0233 0.0211 0.0247 0.0157 0.0179 0.0204 63.5 43.1 22.7
16 0.032" 19 0.58 0.0263 0.0263 0.0276 0.0263 0.0263 0.2300 22.7
16 0.040" 19 0.71 0.0331 0.0331 0.0341 0.0331 0.0331 0.2750 22.7
Ixx
in4/ft.
Ixx (eff)
in4/ft.
Sxx
in3/ft
Ixx
in4/ft.
Ixx (eff)
in4/ft.
Sxx
in3/ft 2' 2.5' 3' 3.5' 4' 4.5' 5' 5.5' 6'
16 24 50 1.22 0.0163 0.0145 0.0187 0.0102 0.0120 0.0156 97.5 62.4 43.3 31.8 24.4 20.0
16 22 50 1.47 0.0233 0.0211 0.0247 0.0157 0.0179 0.0204 127.5 81.6 56.7 41.6 31.9 25.2 20.4
16 0.032" 19 0.58 0.0263 0.0263 0.0276 0.0263 0.0263 0.2300
16 0.040" 19 0.71 0.0331 0.0331 0.0341 0.0331 0.0331 0.2750
Bottom in Compression
ALLOWABLE UNIFORM LOADS, psf
For various clip spacings (i.e. span values)
Positive Load
Width, in. Gauge Yield ksi
Weight
psf
Top in Compression
SECTION PROPERTIES
SECTION PROPERTIES
ALLOWABLE UNIFORM
LOADS, psf
For various clip spacings
(i.e. span values)
Width, in. Gauge Yield ksi
Weight
psf
Top in Compression Bottom in Compression Negative Load
Ixx
in4/ft.
Ixx (eff)
in4/ft.
Sxx
in3/ft
Ixx
in4/ft.
Ixx (eff)
in4/ft.
Sxx
in3/ft 11" 22" 33"
16 24 50 1.22 0.0163 0.0145 0.0187 0.0102 0.0120 0.0156 63.5 43.1 22.7
16 22 50 1.47 0.0233 0.0211 0.0247 0.0157 0.0179 0.0204 63.5 43.1 22.7
16 0.032" 19 0.58 0.0263 0.0263 0.0276 0.0263 0.0263 0.2300 22.7
16 0.040" 19 0.71 0.0331 0.0331 0.0341 0.0331 0.0331 0.2750 22.7
Ixx
in4/ft.
Ixx (eff)
in4/ft.
Sxx
in3/ft
Ixx
in4/ft.
Ixx (eff)
in4/ft.
Sxx
in3/ft 2' 2.5' 3' 3.5' 4' 4.5' 5' 5.5' 6'
16 24 50 1.22 0.0163 0.0145 0.0187 0.0102 0.0120 0.0156 97.5 62.4 43.3 31.8 24.4 20.0
16 22 50 1.47 0.0233 0.0211 0.0247 0.0157 0.0179 0.0204 127.5 81.6 56.7 41.6 31.9 25.2 20.4
16 0.032" 19 0.58 0.0263 0.0263 0.0276 0.0263 0.0263 0.2300
16 0.040" 19 0.71 0.0331 0.0331 0.0341 0.0331 0.0331 0.2750
Bottom in Compression
ALLOWABLE UNIFORM LOADS, psf
For various clip spacings (i.e. span values)
Positive Load
Width, in. Gauge Yield ksi
Weight
psf
Top in Compression
SECTION PROPERTIES
SECTION PROPERTIES
ALLOWABLE UNIFORM
LOADS, psf
For various clip spacings
(i.e. span values)
Width, in. Gauge Yield ksi
Weight
psf
Top in Compression Bottom in Compression Negative Load
POSITIVE LOAD CHART WITH
NEGATIVE LOAD CHART
1. Theoretical section properties for Steel panels have been calculated per 2020 AISI S100 North American Specifications for the Design of Cold-Formed Steel Structural Member.
2. Allowable loads for steel panels are calculated in accordance with 2020 AISI S100 specifications considering bending, shear,
combined bending and shear and deflection. Allowable load considers a 3 or more equal span condition.3. Allowable loads for Aluminum panels are calculated in accordance with the 2020 edition of the Aluminum Association’s Design Manual considering bending, shear, combined bending and shear and deflection. Allowable load considers a 3 or more equal span condition.
4. The Easy Lock Panel when installed as a three-span condition with spans of 5ft. On center for steel is capable of withstanding the
minimum uniform distributed load of 20 psf (0.958 kPa) noted in table 1607.1 of the IBC and a minimum concentrated load of 300 lbf (1.33 kN). Aluminum panels have been omitted because thye fall below minimum uniform distributed live load of 20 psf (0.958 kPa).5. When panels are installed over solid or closely fitted deck sheathing, the capacity is limited to the capacity of the underlying sheathing.
1. Theoretical section properties for steel panels have been calculated per AISI S100 Specifications for Design of Cold-Formed Steel
Structural Members.
2. Charted Load/Span values are based on UL580/UL1897 testing protocol.3. Panel tested over plywood (15/32” min. APA rated) substrate.4. Charted allowable uniform loads cannot be increased by 1/35. Panel tested has fastener flange with slots at 11” o/c along male rib.
6. Panel attached to plywood substrate with two (2) #10-13 GP low-profile pancake head screws.
PANEL ATTACHMENT
Tab open
Tab closed
Rev. Date 10-25