HomeMy WebLinkAboutPermit File 5216 Maritime Court 1
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V City of Anacortes - '
'` 11,;lnvoigelf?e�r jt fit, fiLD-2016-1122
l 904 6th Street r
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+' 4 P.O.Box 547
1= .'�trr!i'-n t U i qt. 03/17/2016 Z,4.1
Anacortes, WA 98221-0547 T r-,.;,_. ': irel�rdate� = 09/13/201734.15
`_ (360) 293-1901 NECK 2 ;_
Job Address: 5216 MARITIME CT Permit Type: Mechanical Permit j
ANACORTES WA 98221-3051 Project:
APN: P120241
Remarks: New gas fireplace.
Owner: CHARLES MAYER Contractor: HANDYS HEATING •
Address: 5216 MARITIME CT Address: 17737 STATE ROUTE 536
ANACORTES WA 98221-3051 MOUNT VERNON WA 98273-8754
Phone: Phone: (360)428-0969
License#: HANDYHI088JW
General Information: Fees:
#of Gas Fireplace 1 Mechanical Permit Fees 34.15
Total Calculated: 34.15
Deposits/Receipts: 0.00
Total Due: 34.15
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 C RTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS
OF LAWS ND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE
GRANTI,h•[C OF RMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOCAL RE UCTION OR THE PERFORMANCE OF CONSTRUCTION.
SIGNA URE OF OWNER ORAUTHORIZ NI— ISSU BY
1
F:e nit i.t . 3rd I_riSp - 13I__D--201i;-11 2 - 7016
:f8rF o',. I.11r1 } i I,II:I!?'3 i .,f'"1=i r;. li:' •''1L.211)1r 11:-1 `J^':li�'j
V City of Anacortes - '
'` 11,;Invoigelf?e�r jt fit, fiLD-2016-1122
l 904 6th Street r
;L.r; rs P�l! xP}, . Q3!1 1 #f.;.T:
+' 4 P.O.Box 547
1= .'�trr!i'-n t U i qt. 03/17/2016 Z,4.1
Anacortes, WA 98221-0547 T r-,.;,_. ': irel�rdate� = 09/13/201734.15
`_ (360) 293-1901 NECK 2 ;_
Job Address: 5216 MARITIME CT Permit Type: Mechanical Permit j
ANACORTES WA 98221-3051 Project:
APN: P120241
Remarks: New gas fireplace.
Owner: CHARLES MAYER Contractor: HANDYS HEATING •
Address: 5216 MARITIME CT Address: 17737 STATE ROUTE 536
ANACORTES WA 98221-3051 MOUNT VERNON WA 98273-8754
Phone: Phone: (360)428-0969
License#: HANDYHI088JW
General Information: Fees:
#of Gas Fireplace 1 Mechanical Permit Fees 34.15
Total Calculated: 34.15
Deposits/Receipts: 0.00
Total Due: 34.15
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 C RTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS
OF LAWS ND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE
GRANTI,h•[C OF RMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOCAL RE UCTION OR THE PERFORMANCE OF CONSTRUCTION.
SIGNA URE OF OWNER ORAUTHORIZ NI— ISSU BY
Gi't Y. Off._ City of Anacortes Permit#: BLD-2004-9439
904 6th Street Issue date: 05I04/2004
w P.O.Box 547
? Expire date: 05/04/2005
9' !/,t.: Anacortes, WA 98221-0547
,. (360) 293-1901
Job Address: 5216 MARITIME CT Permit Type: Single Family Residence Permit
ANACORTES WA 98221 Project:
APN: P120241
Remarks: New Single Family Residence
Owner: DIANE &DENIS MAYER Contractor: STRANDBERG CONSTRUCTION
Address: PO BOX 773 Address: PO BOX 319
OAK HARBOR WA 98277 ANACORTES WA 98221
Phone: Phone: (360)293-7431
License#: STRANCIO2OCC
General Information: Fees:
Use Zone R1 Plan Review Deposit 100.00
Lot Area 10188 Building Permit Fee 1,008.00
1st Floor Square Footage 1094 Plan Review Fee 555.20
Lot Coverage 1900 Mechanical Permit Fees 107.40
2nd Floor Square Footage 1760 Plumbing Permit Fee 146.00
Garage Square Footage 816 State Building Code Fee 4.50
#of Stories 2 Sewer Inspection Fee 50.00
Building Valuation 330000 Sewer GFC-Residential 4,174.00
# Forced Air Furnace<=1,000 1 Storm Drain GFC-Residential 1,126.00 '
#of Bathtubs 2 Park Impact Fee 615.00
#of Clothes Dryers 1 Traffic Impact Fee 900.00
#of Clothes Washers 1 Total Calculated: 8,786.10
#of Dishwashers 1 Deposits/Receipts: 100.00
#of Gas Fireplace 1
#of Gas Piping 1 Total Due: 8,686.10
#of Gas Water Heaters 1
#of Water Piping 1
#of Hose Bibbs o 0 Cr)
#of Kitchen Sinks -x- o m *
f (n 0 0 m co 4 i€4 --
#of Lavatories r, 4 CO COo CV 0 i. -x- CC ,-. -
#of Range hoods o o LC) m v� f- 0-a< CO44 - * IS LC
#Of Showers I. N +� +- in ,(. 0 LO it- if- Cr =
CC
0 0
#of Slop Sinks E ti v -iE o o I- 0+ --x- --X-
#of Ventilation Fans F CCOO m o 44 o CD
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#of Water Closets 4 o £ *x ¢ " ¢ m a `t, tt
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G%`t X QG ._ City of Anacortes Permit#: BLD-2004-9439
904 6th Street Issue date: 05/04/2004
toissibrawIr P.O.Box 547 Expire date: 05/04/2005
`';° Anacortes, WA 98221-0547
to
(360) 293-1901
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.
SIGNATURE OF OWNER OR AUTHORIZED AGENT I SUED BY
C 'N.`t r 0 .< CityofAnacortes
` Permit#: BLD-2004-9567
904 6th Street Issue date: 04/14/2004
~' `. P.O.Box 547 Expire date: 04/14/2005
<r... tI#' Anacortes, WA 98221-0547
0OR,,.
Job Address: 5216 MARITIME CT Permit Type: Foundation Permit
ANACORTES WA 98221 Project:
APN: P120241
:
Remarks: Construct single family foundation.
Owner: STRANDBERG CONSTRUCTION INC Contractor:
Address: PO BOX 319 Address:
ANACORTES WA 98221
Phone: (360)507-1554 Phone:
License#:
General Information: Fees:
Building Valuation 20000 Building Permit Fee 140.50
Plan Review Fee 91.33
State Building Code Fee 4.50
Total Calculated: 236.33
Deposits/Receipts: 0.00
Cl, Total Due: 236.33
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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.
I-( (-9n,C e e P ) Qoo-1)-(75-'1
SIGNATURE OF OWNER OR AUTHORIZED AGENT ISS ED BY
CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL
CHECKLIST
(This form is to be completed prior to issuing the building permit)
Site Address: I Pre" t \ Date rat° —D
Contact Person: PG9 ° Q" ‘se-A' . Phone No.:?PC" N3
Assessors No.: W7-T) a k-1 Lot��Block Addition: ,:4na W"R
(Building Department Checklist for Completeness)
OK NA OK ' NA
p� ❑ Fire Department Access [ 0 Fire Hydrant Located within 250 feet
.❑ Fire Flow Required 3 to>0 SF ❑ [a. Shoreline or Wetlands
[it 0 Site Plan t t fret. ❑ Covenant Approval
❑ [l Variance Required ❑ a Regulated Slopes
( ❑ Plat Facts and Findings Compliance [L 0 Survey in File
❑ ® Fill on Site
Received and Reviewed by: Date
(Engineering Department Checklist for Completeness)
OK NA OK NA
❑ ❑ Water Extension/Meter ❑ . 0 Sewer Extension/Connection
❑ ❑ Street Improvements/Sidewalks ❑ 0 Site Drainage Plan
❑ 0 Covenant Not to Oppose Future LID ❑ ❑ Latecomers Agreement
❑ ❑ Street Drainage 0 0 Driveway location,slope,culvert
❑ ❑ Storm Drain Extension
Received and Reviewed by: Date
!FURTHER COMMENTS(
Zoning:,
Lot Size: ((fi t yY •
Coverage Allowed: 3l
<o ' Sr
Actual Coverage: \C3c\'C) - f
-. Hydrant Uutlet LU. 1-'110: I'rb gib . I'- Ion•.• r‘c:n wool Date: (ate (4o " (� y I'lfne: IL) a.„)LJAiP L-Onl . Ivu.
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600 100 800 900
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27�
. . C PE RADIUS = 130.00' '
FOUND CONC. OPEN SPACE / \ \ LENGTH = 68.69'
NON N CASE DELTA = 30'16'27"
NORTH SIDE or SUNSET I ?,745 SF
il VISITED 6-28-02 n
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6�
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AUDITOR'S FILE ;,-- 'Y 0j3 MARITIME �2`
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SKYLINE DIV3
WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN
WoodWorks®Shearwalls 2004b
0506 Try 3 05-15-05.wsr May.15,2005 13:02:37
Project Information
COMPANY AND PROJECT INFORMATION
Company Project
Brian Gertz, PE Spinnaker 15
GL Germ & ASSOC 5216 Maritime Court, ?nacortee
14957 Valley View Dr. for Knight Design and Construction
P . Vernon, TIP. 360-336-3l3ot
DESIGN SETTINGS
Design Code Wind Standard Seismic Standard
IBC 2003 ASCE-7 98 ASCE-7 98
Wind Capacity Increase Load Combinations Building Code Capacity Reduction 1
Shear C&C Panels o.70 Seismic + 0.c0 Dead Wind Seismic
1.40 - 1.00 Wind + 1.00 Deal 1.03
Nail Withdrawal Modification Max Shearwall Offset[ft]
Duration Temperature Moisture Content Plan Elevation
Factor Range Fabrication Service (within story) (between stories[
- - - - 0.50 n.50
Maximum Height-to-width Ratio
Plywood Fiberboard Lumber Gypsum
Wind Seismic Wind Seismic Blocked Unblocked
J.5 3.5 - - - 2.0
Shearwall Relative Rigidity: Designed capacity u,3ng flexible distribution
Hold-down Forces: Based on applied shearline force
Seismic Materials: Ignore gypsum for exterior walls
SITE INFORMATION
IBC Occupancy ASCE-7 Equivalent
Category Ii - All others Category Ti - All others
Wind Seismic
ASCE-7 96 general analytic method for all bldga ASCE-7 98 equivalent ]ateral fore procedure
Design Wind Speed 85mph Use Group I
Exposure Exposure B Design Category D 1
Enclosure Enclose. Site Profile Class P
Topographic Information[ft] Spectral Response Acceleration
Shape Height Length SI: ,l.310g Ss: ] .(550,,
- - - Fundamental Period E-W N-S
Site Location: - T Used 0.167s 0.167s
- Approximate Ta o.167s 0.1677
- MaximumT 0.tols 201
Response Factor R i.o 0
ti oWg40 rAsy �le, ",�
y
S ,
/5 `Z p117448--n
r�ls(Etc A.
G .'_�
SIONAL -
!EXPIRES 09-04- 05 I �O`N III
WoodWorks® Shearwalls 0506 Try 3 05-15-05.wsr May. 15, 2005 14:09:11
Structural Data
STORY INFORMATION
Story Floor/Ceiling Wall
Elev[ft] Depth[in] Height[ft]
Ceiling 3.c
Level2 13.00 12.0 p.03
Levell 3.01i 12.0 9.00
Foundation 2.00
MATERIALS by WALL GROUP
Wall Sheathing[in] Fasteners Spcg[in] Framing Members[in] Apply
Grp Surf Material Thick Orient Size Type Edg Rd Blkg Species G Spc Notes
1 Ext SS incl. OPS /14 Vert ed Nail u i Ham-Fir 0.43 24
le- 2 1 SS incl. USE 7/16 Vert 43,1 Nail 6 6 yes Hem-Fir 0.43 10 1, 3
3 E1t SS incl. OSP 7/16 Vert Sd Nail 3 5 yes Hem-Fir 0.43 24 .
4 Both SS incl_ OSS 7/16 Vert ON Nail 4 6 ces Hem-Fir 0.43 24 1
5 Ext SS incl. 03P 7/ll4 Vert dd Nail 4 - yes Hem Fir 0.433 -J
6 Both Gyp BB i-plv 1/_2 Horc 5,1 Nail i 7 yes He,n-Fir 0.43
3 , 7 1 S'. incl. OS5 7410 Vert rd Nail _ yes Hem-Fir 1O'
Notes:
I Capacity has been reduced according to IBC specific gravity adjustment.
3.Shear capacity for current design has been increased to the value for 15/32"sheathing with same nailing because stud spacing is 16"max.or
panel orientation is horizontal.
717
WoodWorks® Shearwalls 0506 Try 3 05-15-05.wsr May. 15, 2005 14:09:11
Flexible Diaphragm Seismic Design
SEISMIC INFORMATION
Building Area Story Shear Ohs] Shear Ratio Amax Reliability Factor p
Mass[Ibs] [sq.ft] E-W N-S E-W N-S E-W N-S
Level2 57915 1445 9416 94i9 0.48) 0.416 0.91 �.
Level 87949 2651 8400 84410 0.364 0.309 0.917 0. %4
Structure 145774 - 17817 17817 - - 1.00 1.00
Vertical Earthquake Load Ev=0 2 Sds D;Sds=0.73;Ev=0.15 D
SHEAR RESULTS
North-South W For HIW Fad. Shear Force[plf] Allowable Shear[plf] Crit.
Shearlines Gp Dir Int Ext V Otis] VIL VIFHS Int Ext Co C Total V[Ws] Resp. 1
Line 1
Level 2
Ltd, Lev1 I Both 1.0 .69 336 18.7 112.1 453 1.00 S 153 422
Line 2
Level 1
in-, Levi S Rout 1.0 .67 1390 40.3 _13.0 _17 1..j0 o I1-
Line 3
Level 2
Loop eo_ 1 Both 1.0 .75 53' 17.9 99.4 167 1 cin 3 167 1004 0.03
Line 4
Ln4, Lev? 3 Both 1.0 .75 1646 39.2 J74.4 314 1.O0 S 314 1963 0.o
Level 1
Ln4, Levi 3 Both 1.0 .E5 2544 43.5 316.1 3/1 1 .00 S 372 2978 0.65
Line 6
Ln(, Led 1 Bath 1.0 .67 775 15.- 73.8 149 1.00 5 149
Wall 6-2 1 Both 1.0 1.0 553 13.2 73.8 223 1.00 223 1674 1
Wall 6-1 1 Bath 1.0 .67 121 13.2 73.8 149 1.00 145 446 0.50
Line 7
Level 2
Ln7, Lev' Both 1. ) 1.') 25es 73.3 109.8 241 1.00 S 142 S50 .
Wall 7-5 2 Both 1.0 1.0 1317 72.1 ton„ _._ 1.00 242 =9u= 0.49
Wall 7-- - Both 1.0 1.0 1263 109.- 242 1.uu 042 2781 . .:_
Level 1
Ln7 _Levi 7 Botrl 1.0 1.0 ;465 62.4 385.0 456 J .00 3 450 41U1 0. 04 1
Line 12
Ln12, Levi 1 Both 1.0 .37 710 52.6 109.1 14? 1.0U 3 149 1054 7 3_
Line 14
Level 2
Loll, Lev. I Loth 1.0 .69 1493 41.0 51.2 153 0.91 3 147 °750 0. '
Level 1
Ln14, Levi 1 Both 1.0 1.0 '-0E 61.8 10E71 sBa 1.00 o 223 4687 i.4'
Wail 14-2 1 Both 1.1. 1.0 1051 61.8 105.1 22E 1.0q _23 _--
1/all 14-4 1 Both 1.0 1.0 578 61.8 105.1 -__ 1.00 11'3 1 28 .U.47 1
_1=11 14-1 1 Both 1.0 1.0 61.6 -.-_3 1.00 L23 -
Wall 14-3 1 path 1.0 1.0 r75 61.8 105.1 223 1.00 213 1110 J. .
Line 15
Ln15, Levi 5 Both 1 .0 .89 950 30.4 212.5 209 1 .00 5 2L'9 11',r -. 1
Line 16
Ln16, Levl 1 Both 1.0 .79 531 _1.1 27.9 _74 0.89 S 15'
East-West W For HIW Fact. Shear Force[pill Allowable Shear[pa] Crit.
Shearlines Gp Dir Int Ext V[Ibs] VIL VIFHS Int Ext Co C Total V fibs] Resp.
Line A
Level 1
LitS, Levi 1 Both 1.0 1.0 181 11.7 19.1 213 1.00 5 713 11111 _ ,p.,
Line S
LaB, Levi 1 both 1.0 1.0 608 _1.5 65.5 1.4.0 S 229 134, 0.2
Line D
Level 2
LnD, Lev2 1 Both 1.0 .69 85?_ 32.8 58. 1 133 0.67 S 133 2647 0.44
Levell
L0E., Levi - Both 1.0 1.0 169e.. 45.8 64.0 142 1.00 S 342 6408 0.36
Wall D-1 - Both 1.0 1.0 320 45.8 64.0 242 1.00 14? 110 r9 0.36
W811 14-7 _ Both 1.0 1.0 45.8 241 i.00 2420,0
. Hall 0-1 _ Both 1.0 1.0 1376 45.8 64.0 242 1.00 _,_ 5199 _._
Line E
Level 2
3f
WoodWorks® Shearwalls 0506 Try 3 05-15-05.wsr May. 15, 2005 14:09:11
SHEAR RESULTS(flexible seismic design,continued]
LnE, Levi 1 Both 1.0 1.0 1700 41.0 154.5 '_3 1.00 S 213 2455 1.sv
Level 1
LAE: Levi 3 Both 1.0 1.0 _5.31 :J.3 3841.8 419 1.0') S 419 2720 . .:
Line H
Level 2
LoB, Levi5 Botn 1.0 1.ii 1911 ,...0 _ -+1N.5 dJo 1.193 C. ___ 1^°�
Level 1
LBH, Levi 4 Beth 1.0 1.0 2725 4.1.y 15.1._ 32ti 3_0 LOU_. .. 051 ,,?u -I_i
Line I
- � '-
LnI, Lev'. '5 Both 1.0 1.0 1533 24.9 110.5 125 125 1.00 K 3oU 2933 0.1
Line L
Level 2
Ln1 Le,_ 5 Both 1.9 1.e 134! -
M ._� � . ,� ., ___
Line
Level
Lots, Lee1 1 Both 1.0 1.0 2062 36.3 98.2 213 1.00 -223 db87 3.I4
Line N
Level 2
Lott, Levi 1 Both 1.0 1.H 782 25.4 15.9 213 0.80 178
Level 1
Lniq, „e;1 1 Both 1.7 1.0 9 i7 8,3 .!5.3 123
C-Sheathing Combination:A-Add capacities, S-Strongest only X-Strongest or twice weakest
WOOdWOrkS® ShearwallS SOFTWARE FOR WOOD DESIGN
0506 Try 3 05-15-05-wsw WoodWorks®Shearwalls 2000b May 15,2005 13:55:50
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Loads Shower Qe, Forces_0 7E+0 6D; E=pQe+02 Sds D,p(NS)=1 0,p(EW)=1.0,Sds=0.73
1 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN
0506 Try 3 05-15-05.wsw WoodWorks®Shearwalls 2004b May 15,2005 13:55:50
Level l of 2
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