HomeMy WebLinkAboutPermit File 1913 27th Place I.
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CITY OF ANACORTES -
, re WASHINGTON
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` 9 t� BUILDING DEPARTMENT
o°a is
CERTIFICATE OF OCCUPANCY •
is
, This is to certify that the(Description of Building or Structure):
Single Family Residence
.
Located At: 1913 27th Place i
STREET&NUMBER
Owner R&M LLP
P
Constructed By: Owner
OWNER OR CONTRACTOR 1
Bldg. Permit#: BLD-2004-0222
' Date Issued: June 29, 2005
Occ.Group: R3 Use Zone: 112
Has Been Inspected And Occupancy Is Hereby Authorized.
14th February06 !'
This Day of 20
C
f- AUTHORIZING OFFICIAL
SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. }
I:
I
0615204-1 0002 06/01/2006 002 4
Fermi t Fees 007037 $19.00
Gt"r X 0 City of Anacortes Permit#: BLD-2006-0382
904 6th Street Issue date: 06/01/2006
`!+ ! P.O.Box 547 Anacortes, WA 98221-0547 Expire date: 06/01/2007
(360)293-1901
Job Address: 1913 27TH PL Permit Type: Single Family Alteration/Repair Permit
ANACORTES WA 98221-3868 Project:
APN:
Remarks: Construct new patio cover.
Owner: GREENSLADE RONALD S TRUSTEE Contractor:
Address: 1913 27TH PL Address:
ANACORTES WA 98221-3868
Phone: Phone:
License#:
General Information: Fees: -
Building Valuation 760 Building Permit Fee 14.50
State Building Code Fee 4.50
Total Calculated: 19.00
Deposits/Receipts: 0.00
Total Due: 19.00
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
S Irniw
SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY
0513004-1 0007 /29/2045 002 4
Permit Fees 006it06a ffiS,S12.S5
. GZ , .a_, City of Anacortes Permit#: BLD-2004-0222
904 6th Street Issue date: 06/29/2005
5 "" + P.O.Box 547 Expire date: 06/29/2006
` 0' Anacortes, WA 98221-0547
(360) 293-1901
Job Address: 1913 27TH PL Permit Type: Single Family Residence Permit
ANACORTES WA 98221-3868 Project:
APN:
Remarks: Construct new single family residence per approved plans as noted
Owner: R&M LLP Contractor: H R CHRISTENSON CONSTR LLC
Address: 4620 HICKORY DR Address: 4620 HICKORY DR
ANACORTES WA 98221-8729 ANACORTES WA 98221-8729
Phone: (360)661-3594 Phone: (360)661-3594
License#: HRCHRCL990BE
General Information: Fees:
Lot Area 10049 Plumbing Permit Fee 139.00
1st Floor Square Footage 2626 Plan Review Deposit 100.00
Lot Coverage 32.6 Building Permit Fee 768.00
Garage Square Footage 676 Plan Review Fee 399.20
Building Valuation 233110 Mechanical Permit Fees 129.15
# Forced Air Furnace<=1,000 1 State Building Code Fee 4.50
#of Backflow Devices 1 Sewer Inspection Fee 50.00
#of Bathtubs 2 Storm Drain GFC-Residential 1,126.00
#of Clothes Dryers 1 Sewer GFC-Residential 4,682.00
#of Clothes Washers 1 Park Impact Fee 615.00
#of Dishwashers 1 Traffic Impact Fee 900.00
#of Gas Fireplace 1 Total Calculated: 8,912.85
#of Gas Piping 4 Deposits/Receipts: 100.00
#of Gas Water Heaters 1
#of Hose Bibbs 3 Total Due: 8,812.85
#of Kitchen Sinks 1
#of Lavatories 4
#of Other Mechanical Units 1
#of Showers 1
#of Ventilation Fans 6
#of Water Closets 3
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL LAW REGULATI G CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
de
OF OWNER OR AUTHORIZED AGENT ISSUED BY
CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL
CHECKLIST
(This form is to be completed prior to issuing the building permit)
•
Site Address: /q13 C9 7 � Date: /2 %j7 -o Y
Contact Person: 12-0`1 CAQ (
M Th �
` Phone No.: lab/ 3 y
Assessors No.: ^► Lot 10 Blodc Addition:P 4"s
(Building Department Checklist for Completeness)
OK NA OK NA
❑ Fire Department Access 0 Fire Hydrant Located within 250 feet
❑ Fire Flow Required 0 Shoreline or Wetlands
Cl Site Plan 0 Covenant Approval
❑ , Variance Required ❑ Regulated Slopes
O Plat Facts and Findings Compliance ❑ Survey in File
❑ ❑ Fill on Site
•
NNN
Received and Reviewed by \c Date 13----2-1 -'01/4I
•
(Engineering Department Checidist for Completeness) •
OK NA OK NA
❑ Water Extension/Meter ❑ Sewer Extension/Connection
O Street Improvements/Sidewalks ❑ Site Drainage Plan
O Covenant Not to Oppose Future LID 0' Latecomers Agieauent
❑ Street Drainage ❑ Driveway location,slope,culvert
• ❑ Storm Drain Extension -
Received and Reviewed by: - t ®ems Date /- 2 8 -05
- "FURTHER COMMENTS(
Zoning. .
Lot Size: (O o ;0 Si
Coverage Allowed 31s, 7
_Actual coverage �2?Y �`; +-
0508404-2 0014 03/25/2005 002 4
• 1 Y 6.4 Cityof Anacortes Permit Fees 005986 $87.83
G Permit#: BLD-2005-0194
904 6th Street Issue date: 03/25/2005
`(+ 111+" P.O.Box 547 Expire date: 03/25/2006
VP' 20f Anacortes, WA 98221-0547
Job Address: 1913 27TH PL Permit Type: Foundation Permit
ANACORTES WA 98221-3868 Project:
APN:
Remarks: single family foundation.
Owner: R&M LLP Contractor:
Address: 4620 HICKORY DR Address:
ANACORTES WA 98221-8729
Phone: (360)661-3594 Phone:
License#:
General Information: Fees:
Building Valuation 5000 Building Permit Fee 50.50
Plan Review Fee 32.83
State Building Code Fee 4.50
Total Calculated: 87.83
Deposits/Receipts: 0.00
Total Due: 87.S8
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR NCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCT!
SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSU D
olyi.e
Anacortes Planning & Community Development Dept.
i-�3!' Permit Center
'y�rro P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901
qcoa's Ian Munce,Director • Edwin Frank,Building Official FAX(360)293-1938
December 21, 2004
R&M
4260 Hickory Drive
Anacortes, WA 98221
RE: 1909 27th Place, 2002 29th Place, 1904 29th Place
Plan#0438
The following are comments and questions regarding the plan review done on the above-
mentioned project. Please revise drawings as needed.
1. Final plat approval must be acquired prior to permit issuance.
2. Provide a copy of the signed and sealed boundary survey to confirm lot
dimensions.
3. Provide justification for the 4x10 header at the 9-foot overhead garage doors.
4. Transfer engineering to shear wall plan Sheet A4.1.
Thank You,
CITY OF ANACORTES
Don Measamer
Senior Plans Examiner
DM:md
eC>
O CITY OF ANACORTES TITLE
•
CALCULATED BY ' DATE • '.zmb:i
Engineering Dept. ...„,
9�. 4i (360)293-1920 CHECKED BY DATE
qC0g'� - SHEET OF SCALE
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STRUCTURAL CALCULATIONS
FOR
PLEASANT SLOPE
PLAN #0426
Anacortes, WA
October 14, 2004
Job No. 04-281A
PREPARED BY:
haSCHEMMER ENGINEERING INC. t�'1 S Cy447
317 Commercial Avenue, Suite 101 � se ,o W iiik ' .,"_
Anacortes, Washington 98221 y 1
(360)293-9006 co
www.schemmereng.com y `'
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DESIGN ANALYSIS
COMPUTED BY DATE SHEET OF
CHECKED BY DATE JOB NO.
SCHEMMER ENGINEERING INC. PROJECT
SUBJECT
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t', - i 11 y 1, o , T. ":" C t''S 1' 05: 1 Cc, ('_'�
tEI rJi C&:1_ 4 -c0C- _ / D/E {- (-) Y, 16, a 14 I i
V= ri = e,72—
) ;�, Oc6YS ! S Q'�BL ('NE �e6?ic'e� 1?-f( L F(I -sD� 02)�Z�(`i' `al.-
VJ /4�J ;1 C2) fL Vi4Si,.4fJ2c_ -- Lb p^ ti 4?c t�ti
sail. ( , ,sc rola, 5D, = %7 I , ot = 0 . 6E
3
(AJ r.f a a;n f JJ5
MCE Ground Motion - Conterminous 48 States
Zip Code - 98221 Central Latitude = 48.465409
Central Longitude = -122.615369
Period MCE Sa
(sec) (%g)
0.2 117.4 MCE Value of Ss, Site Class B
1.0 036.5 MCE Value of S1, Site Class B
Spectral Parameters for Site Class D
0.2 120.9 Sa = FaSs, Fa = 1.03
1.0 061.0 Sa = FvS1, Fv = 1.67
Spectrum for Site Class D
Period MCE Sa
(sec) (%g)
0.000 048.4 T = 0.0, Sa = 0.4FaSs
0.101 120.9 T = To, Sa = FaSs
0.200 120.9 T = 0.2, Sa = FaSs
0.505 120.9 T = Ts, Sa = FaSs
0.600 101.7
0.700 087.2
0.800 076.3
0.900 067.8
1.000 061.0 T = 1.0, Sa = FvS1
1.100 055.5
1.200 050.8
1.300 046.9
1.400 043.6
1.500 040.7
1.600 038.1
1.700 035.9
1.800 033.9
1.900 032.1
2.000 030.5
;Period,sec MCE Sa,g
0.00 0.484
Maximum Considered Earthquake Ground Motion 9 0.10 1.209
Site Class D Fa= 1.03 Fv = 1.67 0.20 1.209
Zip Code=98221
Central Lat.=48.465409 deg Central Long.=-122.615369 deg 0.51 1.209
0.60 1.017
1.6 0.70 0.872
- - - - 0.80 0.763
411.4
c 0.90 0.678
" 1.00 0.610
1.2
1.10 0.555
y 1 1.20 0.508
- - - _ 1.30 0.469
1.40 0.436
. I - - q 1.50 0.407
a0.6 1.60 0.381
W0.4 1.70 0.359
- - - - - 1.80 0.339
m 0.2 -- - 1.90 0.321
0 -- - - -- - - - _ E 2.00 0.305
0 0.5 1 1.5 2
Period,sec
n 0 OP
,.... p2
PZ ° n ° I `
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0
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t �
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0 0 • 0
ran \
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n
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SHEAR WALL LEGEND
OWOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS
THAN 5/16" FOR 16" STUD SPACING AND NOT LESS THAN 3/8" FOR 24" STUD
SPACING IN ACCORDANCE WITH TABLE R602.3(3) NAIL PLYWOOD TO STUDS WITH 6d
COMMON OR DEFORMED SHANK NAILS AT 6` ON CENTER AT THE EDGES, AND 12" ON
CENTER AT THE INTERMEDIATE SUPPORTS.
GYPSUM BOARD SHEATHING 1/2" THICK BY 4' WIDE, WALLBOARD OR VENEER BASE
84 ON STUDS SPACED NOT MORE THAN 24"o/c AND NAILED AT 7"o/c W/ NAILS AS
REQUIRED BY TABLE R602.3(2) EACH BRACED WALL PANEL MUST BE AT LEAST
48" IN LENGTH WHEN APPLIED TO BOTH FACES OF A BRACED WALL PANEL
GYPSUM BOARD SHEATHING 1/2" THICK BY 4' WIDE, WALLBOARD OR VENEER
BB BASE ON STUDS SPACED NOT OVER 24"o/c AND NAILED AT 7"o/c WITH NAILS
AS REQUIRED BY R602.3(2). EACH BRACED WALL PANEL MUST BE AT LEAST
96" IN LENGTH WHEN APPUED TO ONE FACE OF A BRACED WALL PANEL
GENERAL NOTES
ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS.
HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE
STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR
THE SPECIFIC SHEATHING MATERIALS.
BRACED WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND
TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE WITH (3) 16d'S PER 16°.
SILLS SHALL BE BOLTED TO THE FOUNDATION OR SLAB WITH 1/2" X 10" ANCHOR
BOLTS EMBEDDED 7" INTO CONCRETE. SPACE BOLTS NOT MORE THAT 4'-0"o/c OR
AS SHOWN IN PLAN, WITH A MINIMUM OF 2 BOLTS PER BOARD, LOCATED NOT MORE
THAN 12" BUT NOT LESS THAN 7 BOLT DIAMETERS FROM EACH END, VAN 3" X 3"
X 1/4" GALV. SQUARE WASHERS. WHERE JOISTS ARE PERPENDICULAR TO BRACED
WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH THE
BRACED WALL PANELS.
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