HomeMy WebLinkAboutPermit File BLD-2017-0270 1918 24th Street 1 C City of Anacortes Invoice/Permit#: BLD-2017-0270
y904 6th Street
Applied date: 05/18/2017
P.O.Box 547 Issue date: 05/18/2017
t. , 0: Anacortes, WA 98221-0547 Expire date: 11/14/2018
-`'`' '4Y' (360) 293-1901
Job Address: 1918 24TH ST Permit Type: Single Family Alteration/Repair Permit
ANACORTES WA 98221-2404 Project:
APN: P57612
Remarks: 338 square foot addition to a home to include a new bedroom and master bath,with a hallway extension to a new back
door.
Owner: BARBRA ENGMAN Contractor:
Address: 1918 24TH ST Address:
ANACORTES WA 98221-2404
Phone: (360) 293-7424 Phone:
License#:
General Information: Fees:
1st Floor Square Footage 338 Building Permit Fee 523.05
Building Valuation 38000 Plan Review Fee 339.98
Occupancy Group it-1 State Building Code Fee 4.50
Lot Coverage 2018 Mechanical Permit Fees 30.75
Lot Area 7000 Plumbing Permit Fee 55.00
#of Urinals 1 Total Calculated: 953.28
#of Showers 1 Deposits/Receipts: 0.00
#of Ventilation Fans 1
#of Lavatories 1 Total Due: 953.28
#of Water Closets 1
#of Water Piping 1
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THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA`S, O1$ re
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMOICEC; F
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONg
OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN ORiNOT,iI,H J
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHERTATO
LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. m --J -CD
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SIGNATURE •F OWNER OR AUTHORIZED AGENT Y " 1`" �A�- J
.n
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N•
EME
IWIF
E ,Y 17 2011 PL NNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT
i
4, .J RESIDENTIAL BUILDING PERMIT APPLICATION
9116,�E,ANACORTES Mailing Address: P.O. Box 547, Anacortes, WA 98221
q `4 Office Location: 904 6th Street, Anacortes WA 98821
Phone: (360) 293-1901, Fax: (360) 293-1938
PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS
PROJECT ADDRESS(Street,Suite#): Parcel(s)#:
NI, t—T ' ialt -TW-- 55L (Z-Si°tfi -000-01°1—ooaCp.
Subdivision/Lot#: A„ Project Valuation: $
c , j� zcz �T lei k P K- wi
APPLICANT,:,-7 C AN Phone:L 1 7�Z- Fax:
Address(Street,City,State,Zip : E-Mail Address: 1
mv_
PROPER OWNER: Phone: Fax:
Address(Street,City,State,Zip): E-Mail Address:
mt
CONT CT PERSON: Phone: Fax:
TTAV42 )N /13 -7`fv2
A/refs/g- Cy�,State,Zip): n0v�� E MailAddress:
LENDING AGENCY: `� Phone: Fax:
FP--
Address(Street,City,State,Zip): E-Mail Address:
CONTRACTOR:* Phone: Fax:
rI J-�/c--5(/Q Z`l 3- 7)-f-P-
Address(Street,City,State,Zip): E-Mail Address:
/ 9 J a t. 5r PKA t C4rJa,.flc be rb I (eJ Oame , --y
Professional License#: xp.Date:
*All Contractors&Subcontractors must have a valid City of Anacortes NA
business license prior to doing work in the City. Contact the City's Business License#: Exp.Date:
Finance Department at(360)299-1968.
PROPOSED WORK: 5/yip.L.L, ATTV 1" (a(- `YO 1?-c )r2/Q c�
537 fct. f'r
PROPOSED NEW SQUARE FOOTAGE:
Basement SQ': 33 Finished Basement: ❑ Unfinished Basement
1st Floor SQ': S3 Garage/Carport SQ': 1,, —__-
2"d Floor SQ': t(7(..a--- ^� Deck/Covered Porch/Patio SQ': �/�
Fire Sprinkler: Yes ❑ No L� Lot Area SQ': da)
Is construction associated with an accessory dwelling unit? Yes ❑ No
I declare under penalty of perjury that the information I have provided on this form/application is true, correct,and
complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit
application to t City of nacortes. F
Print Name: C(-- ' CLY of �� Owner �f Agent ❑ (specify):
Signature: tV 61...4 .eo_.a.___ E.0.111......., ,..--.:1-, Date: 7 & , ° / 7
Page 1 of 3
IMPERVIOUS SURFACE AREA
Existing Impervious SQ': New Impervious SQ':
Total Disturbed Land/Soil SQ': 3 35( ,6- Total Proposed: Cut: Fill:
New hard surfaces(pervious&impervious)
Land converted from native vegetation to lawn or landscaping SQ':
Land converted from native vegetation to pasture SQ':
MECHANICAL:
Equipment Type: Appliance/Equipment Information(new and relocated): Total#:
Furnace: Gas#: 1% Elec#: Other#: (
Gas Water Heater: #: Location(s): /p_(�ke �' _ k.- � t
Heat Pump: Elec#: / Other#: � i
Air Conditioning: Elec#: / Other#:
Boiler: Gas#: Elec#: Other#: BTUs: fl
Exhaust Fans: Bath#: c Laundry#: Other:
Range Hood: #: Location(s): 0
Fireplace: Gas#: Elec#: Other:#: Location(s): /
Clothes Dryer:/Duct: Gas#: Elec#: Other:#: Location(s): 1
Stove/Range/Oven: Gas#: Elec#: / Other:#: Location(s):
Range Hood: Location(s): 0
Gas Outlet(s): #: Location(s):
Other: #: Location(s):
TOTAL
PLUMBING FIXTURES:
Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#:
Water Closet(Toilet): ( f i 5 4. ccr i.4a.�) frigerator water supply(for water/ice dispenser): O -
Kitchen Sink: 1 Pressure Reduction Valve/Pressure Regulator: (jf
Utility Sink: cb Water Service Line: T1
Tub: I Water Piping:
Hand Sink: � Clothes Washer:
Shower: I Electric Water Heater: Tank-less? Yes [1 No ❑
4
Dishwasher: ( Backflow Prevention Device:
Hose Bib: 2-
TOTAL OUTLETS: q TOTAL OUTLETS: 3
Page 2 of 3
TRUSS QUOTE/ORDER .
A
._
ORDER DATE DELIVERY DATE
3
theTRUSSco. INC. LOT NO. L-R
SHEET NO. 1 15599Ashten Rd, Burlington, WA 98233
PPTP100 - PHONE: (360) 757-8500 FAX: (360) 757-8756
0 15599 ASHTEN ROAD PLAN NO.
L
D BURLINGTON, WA 98233
T Subdivision
o FAX
- QUOTE #: BB705142
s ENGMAN/IVERSON SALES:Terris PowellH INVOICE #:
I
P Bid By: AK 05/09/17
0 1918 24TH ST Layout: AK 05/09/17 OUST: 30-PPTP100
ANACORTES, WA 98221 Design By: / / PO NO. TERMS
Contact: •
T.C.SIZE 2 X 6 T.C.CUT PLUMB HEEL 00-06-01 / 00-06-01 EXT.WALL LOADING: 25-8-0-7 SPACING:24.0 IN. O.C. (TYP.) ROOF
HEIGHT SIZE TYPE
No. ID TYPE SLOPE SPAN OVERHANG REMARKS
LEFT RIGHT
1 A01 4 26-00-00 36" 48" COMMON SUPPORTED GABLE
6 A02 4 26-00-00 36" 48" COMMON
12 Blocks .2x6 Vent Block 22-7/16"
Quoted price subject to change if not accepted within 7 days and shipped within 14 days. Price includes Truss Height: 06-01-13
delivery to plate line. Additional boomtime must be prescheduled and is billed @ $150/hr. Total Weight: 287
The Truss Co. reserves the right to ground drop product due to unsafe or impractical jobsite Max Span: 26 FT
conditions. The Truss Co. is not responsible for delays due to circumstances beyond our control.
Sales subject to credit terms & conditions as determined by The Truss Co. SUB TOTAL $986.00
X DATE TAX NOT
INCLUDED
AUTHORIZED SIGNATURE FOR PPTP100 TOTAL $986.00
ALL SALES SUBJECT TO CREDIT POLICY/TERMS/APPROVAL AS DETERMINED BY TRI-COUNTY TRUSS INC.
PPTP100 ENGMAN/IVERSON BID # BB705142
CE @ 12 0 Win
MAY 17 201/
CITY OF ANACORTES
-Job Truss Truss Type - Qty Ply — — —BB705142 A02 Common 6 1
Job Reference(pptional)
The Truss Co.,Burlington,WA,98233 Run:8.020 s Aug 1 2016 Print:8.020 s Aug 1 2016 MiTek Industries, Inc. Wed May 10 16:29:13 2017 Page 1
ID:gNKNnyKx6UrMb1 gg3p4S6ZzI6Nr-EDfWX3gQUJuuKZh013DmWPT2a3VOpiiAOWZGYkzHpsq
-3-0-0 - 6-7-11 13-0-0 19-4-5 26-0-0 30-0-0
3-0-0 6-7-11 6-4-5 I 6-4-5 I 6-7-11 I 4-0-0 -
Scale= 1:52.4
5x6 =
4
4.00112 __--I
2x4 2x4
3 11 \ 12 5
T�' �%.1
W2 \ T
r 2 B1 \ / \ iW1 B2 `�``
1 - i x `� to
10 9 8 .K �-� 7
3x8 = 3x4 = 3x6 = 3x4 = 3x8 = ```
8-9-2 17-2-14 I - 26-0-0 _
8-9-2 8-5-11 8-9-2
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.12 8-10 >999 240 MT20 185/148
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.24 8-10 >999 180
TCDL 8.0 Rep Stress lncr YES WB 0.20 Horz(CT) 0.08 6 n/a n/a
BCLL 0.0 Code IRC2015/TPI2014 Matrix-SH Weight: 129 lb FT = 20%
BCDL 7.0
LUMBER- BRACING-
TOP CHORD 2x6 DF SS TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins.
BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing.
WEBS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1225/0-5-8 (min. 0-2-0), 6=1310/0-5-8 (min. 0-2-3)
Max Horz 2=-135(LC 15)
Max Uplift2=-595(LC 6), 6=-669(LC 7)
Max Grav2=1231(LC 17), 6=1310(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2237/754, 3-11=-1893/634, 4-11=-1884/651, 4-12=-1785/599, 5-12=-1849/583,
5-6=-2127/704
BOT CHORD 2-10=-707/2033, 9-10=-366/1386, 8-9=-366/1386, 6-8=-525/1915
WEBS 4-8=-158/540, 5-8=-401/274, 4-10=-192/607, 3-10=-462/303
NOTES-
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf(flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) *This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except (jt=lb) 2=595,
6=669.
8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
ir . IEEICE7‘
MAY 17 2011
CITY OF ANACORTES
. --Yob Truss -TrussType - Qty Ply
BB705142 A01 Common Supported Gable 1 1
Job Reference(option
The Truss Co.,Burlington,WA,98233 Run:8.020 s Aug 1 2016 Print:8.020 s Aug 1 2016 MiTek Industries, Inc. Wed May 10 16:29:12 2017 Page 1
ID:gNKNnyKx6UrMb1 gg3p4S6Zzl6Nr-m158Kkgoj?m2jP6gBMIX_BwvOfFL4H90nsgi0lzHpsr
-3-0-0 13-0-0 26-0-0 30-0-0
3-0-0 13-0-0 13-0-0 4-0-0
Scale= 1:52.4
5x6 =
10 11 12
4.00 12 9 13
g 14
7 = 15
6 4016
5 17
4 T'1 ST8 ST9 ST8 = 1$
T5
S 3T6 ST7 ST7 Tg ST6 19
2 n1 S IT, STI ST3 S 20
�� - -32 p _
21
4x4 = 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 4x4 =
3x6
26-0-0 — I
26-0-0
Plate Offsets (X,Y)-- [2:0-3-6,Edge], [20:0-3-6,Edg -
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.09 21 n/r 120 MT20 185/148
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) 0.05 21 n/r 120
TCDL 8.0 Rep Stress lncr YES WB 0.09 Horz(CT) 0.00 20 n/a n/a
BCLL 0.0 Code IRC2015/TPI2014 Matrix-SH Weight: 159 lb FT = 20%
BCDL 7.0
LUMBER- BRACING-
TOP CHORD 2x6 DF SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 26-0-0.
(Ib) - Max Horz 2=-135(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)24, 25, 26, 27, 29, 30, 37, 36, 35, 34, 33, 32 except 2=-351(LC 6),
22=-321(LC 16), 23=-198(LC 7), 39=-146(LC 16), 38=-128(LC 6), 20=-559(LC 7)
Max Gray All reactions 250 lb or less at joint(s) 31, 23, 24, 25, 26, 27, 29, 30, 39, 38, 37, 36, 35, 34, 33, 32
except 2=434(LC 17), 22=303(LC 7), 20=613(LC 18)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
WEBS 19-22=-215/282
NOTES-
1)Wind: ASCE 7-10; Vult=130mph (3-second gust)Vasd=103mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope)gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-10; Pf=25.0 psf(flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) *This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 25, 26, 27, 29, 30
, 37, 36, 35, 34, 33, 32 except (jt=lb) 2=351, 22=321, 23=198, 39=146, 38=128, 20=559.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
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