HomeMy WebLinkAboutPermit File 2209 24th Street • Permits and Inspe - BLD-201E-1524 - 2016
L'T O . City of Anacortes 014428-00 2 C:.�.r 1 B r-,� 08:42HM
904 6th Street isc 9voi Priet a1; Rf°
P.O.Box 547 BLD-26P0.4 fah# r,a.,Qr91Q1/ 1r%it
t ' Payment lg ,-yy n¢ate: 09/01/2016 34.15
' f ' Anacortes, WA 98221-0547 T r•a.nsa.' tprrdat �t: 02/28/2018 34,15
' /■y�� z (360) 293-1901 03F I N CC: :#~:V **: : :*:#::#: :66325
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Job Address: 2209 24TH ST Permit Type: Mechanical Permit
ANACORTES WA 98221-2478 Project:
APN: P109632
Remarks: New Gas water heater
Owner: LIMBER LIVINGTRUST Contractor: FOSS HEATING AND COOLING
Address: 11019 N NINE MILE RD Address: 333 E BLACKBURN RD
NINE MILE FALLS WA 99026-9250 MOUNT VERNON WA 98273-9006
Phone: Phone: (360)336-1517
License#: FOSSHCI983QA
General Information: Fees:
#of Gas Water Heaters 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
:ONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
1EREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS
F LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE
RANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
CAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
AT E OF OWNER OR THORIZED AGENT ISSUED BY
• Permits and Inspe - BLD-201E-1524 - 2016
L'T O . City of Anacortes 014428-00 2 C:.�.r 1 B r-,� 08:42HM
904 6th Street isc 9voi Priet a1; Rf°
P.O.Box 547 BLD-26P0.4 fah# r,a.,Qr91Q1/ 1r%it
t ' Payment lg ,-yy n¢ate: 09/01/2016 34.15
' f ' Anacortes, WA 98221-0547 T r•a.nsa.' tprrdat �t: 02/28/2018 34,15
' /■y�� z (360) 293-1901 03F I N CC: :#~:V **: : :*:#::#: :66325
�VJ
Job Address: 2209 24TH ST Permit Type: Mechanical Permit
ANACORTES WA 98221-2478 Project:
APN: P109632
Remarks: New Gas water heater
Owner: LIMBER LIVINGTRUST Contractor: FOSS HEATING AND COOLING
Address: 11019 N NINE MILE RD Address: 333 E BLACKBURN RD
NINE MILE FALLS WA 99026-9250 MOUNT VERNON WA 98273-9006
Phone: Phone: (360)336-1517
License#: FOSSHCI983QA
General Information: Fees:
#of Gas Water Heaters 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
:ONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
1EREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS
F LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE
RANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
CAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
AT E OF OWNER OR THORIZED AGENT ISSUED BY
V o, CITY OF ANACORTES
WASHINGTON
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D. coP'sco
" BUILDING DEPARTMENT
CERTIFICATE OF OCCUPANCY
This is to certify that the(Description of Building or Structure):
Single Family Residence
Located At: 2209 24th Street
STREET&NUMBER
Owner: Homestead NW, Inc.
Constructed By:
OWNER OR CONTRACTOR
Bldg.Permit#C0M96-0139 Date Of Issue: 7-2-96
Occ.Group: R3 Use Zone•. R2
Has Been Inspected And Occupancy Is Hereby Authorized,
This 7th Day Of January 19 97
AUTHORIZING OFFICIAL
SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS.
COMBINATION PERMIT
CITY OF ANACORTES PERMIT NO. : COM96-0139
P.O. BOX 547 APPLIED: 07/02/96
ANACORTES, WA 98221 ISSUED: 07/02/96
(206) 293-1901 EXPIRES: 07/02/97
SITE ADDRESS: 4TH ST
ASSESSOR'S PARCEL NO. : 2215
PROJECT DESCRIPTION: New Single Family
— OWNER — CONTRACTOR — LENDER
HOMESTEAD NW, INC.
P.O. BOX 409
LYNDEN WA 98264 l
360-354-3366
— FEES
TYPE OF WORK •NEW AREA (sf) VALU...$: 111000 Code Amount---- By- Date---- Receipt
TYPE OF USE •SF LOT • 7500 REQUIRED SETBACKS---- PLCK $ 299.33 MD 07/02/96 5610
CENSUS CATEGORY •101 1ST FLR • 1340 FRONT • 20 ft ESPL $ -100.00 MD 07/02/96 5610
ZONING 2ND FLR • 512 SIDE(1)..: 5 ft PRMT $ 460.50 MD 07/02/96 5610
:R2 BASEMENT • 0 SIDE(2)..: 10 ft PMEC $ 66.50 MD 07/02/96 5610
OCCUPANCY GROUP GAR/CARPORT...: 480 REAR • 20 ft PPLM $ 111.00 MD 07/02/96 5610
:R3 •? •? :? OTHER 0 REQUIRED PARKING-- STBC $ 4.50 MD 07/02/96 5610
TYPE OF CONSTRUCTION TOTAL • 0 SEWR $ 3291.00 MD 07/02/96 5610
:5N •? :? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 IMPT $ 400.00 MD 07/02/96 5610
OCCUPANT LOAD STORIES • 2 COMPACT • 0 INSP $ 50.00 MD 07/02/96 5610
0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf
FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0
:/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0
FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 4582.83
FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 1
FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES
UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 1
VENT FANS • 3 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0
VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0
VENT W/0 APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0
EVAP COOLERS...: 0 GAS OUTLETS • 1
HOODS • 1
WATER CLOSETS...: 2 WASHING MACHINES: FLOOR DRAINS • 0
BATH TUBS • 0 ELEC WTR HEATERS: WTR PIPING/TREAT: 0
SHOWERS • 2 LAUNDRY TRAYS...: HOSE BIBBS • 2
DISHWASHERS • 1 URINALS GREASE TRAPS • 0
LAVATORIES • 3 WASTE INTERCEPT.: ADD'L FIXTURES..: 1
KIT SINKS W/DISP: 1 DRINKING FOUNT..:
I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all
ordinances and laws regulating activities covered by this permit.
Sil
Issued by Applican Owner's Signature
24 Hour Notice Required For All Inspections
cam_prmt, Rev: 11/04/93
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Geo\Test COMPLETE ENGINEERING GEOLOGY 0 MATERIALS TESTING& INSPECTION SERVICES
SERVICES, INC. 741 MARINE DRIVE- BELUNGHAM, WA 98225 0 (360)733-7318 ❑ FM(360) 733-7418
TEST REPORT
FIELD DENSITY/MOISTURE • SOILS
ASTM D2922
PROJECT: Cypress Ridge JOB NO: T6090A
ADDRESS: Anacortes, WA REPORT NO: S1
CLIENT: Homestead NW TEST DATE: 7-3-96
CONTRACTOR: Client PAGE: 1 of 1
TECHNICIAN: JW
PERMIT#:
COMPACTION OF: Structural Fill at Lot 4, 24th Street.
FIELD DATA:
TEST DEPTH/ FIELD IN-PLACE LAB COMPACTION PERCENT
NO. LOCATION ELEV. MOISTURE DRY DENSITY SAMPLE
FT, PERCENT PCF # ATTAINED REQUIRED
1 Lot 4- Northeast Corner GR 5.9 118.5 469 98 95
2 Lot 4-Southeast Corner GR 6.5 118.9 469 99 95
3 Lot 4- Northwest Corner GR 6.8 115.3 469 96 95
LAB MOISTURE-DENSITY DATA:
Lab - - _ Soil Source Maximum Dry Optimum Retained Moisture-Density
Sample Type Density Moisture on#4 Test Method
# PCF
469 Sand with Gravel Lake Erie Pit 120.5 11.5 26 ASTM D1557B-4718
Comments: On site this date to perform in-place density testing at the above locations. The southwest end of the site
was a cut into native dense clayey silt with gravel.
I
I
Copies: Homestead NW Submitted By:L ea. 911_
City of Anacortes Grant Richardson
Materials Testing Manager
oMe5Noes9660eunw,sw This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc.
The above test results relate only to the sample(or location)tested.
N 1
a XI ` ` \� ,
DIR.Awnra •
CONSTRUCTION SPECIFICATIONS
1. GENERAL NOTES, PROJECT
A. SEISMIC ZONE 3
a WIND EXPOSURE AND SPEED 80mph, EXP. B
C. ROOF LOAD • 45 psr.
D. FLOOR LIVE LOAD 40 per
E DECK LIVE LOAD 60 per
F. SOIL BEARING PRESSURE 1500 pet
a ALL GLASS IN DOORS, SIDELIGHTS, AND BATHROOMS TO BE
TEMPERED GLASS
2. FOUNDATION:
A. FOOTING: SHOU.N ,O MNIII.PI ON DRAWING AND TO BE POURED ON i
CENTER OF WALL DIMENSIONS. a TMP
- FOOTINGS ARE TO BE POURED ON UNDISTURBED OR PROPERLY
COMPACTED SOIL. /
- A 4' PERF. DRAIN PIPE IS TO BE LAID AROUND PERIMETER
OF FOOTING AND OVERLAID Ill/ I/2'-2' DRAIN ROCK
B. FOUNDATION WALLS: TO BE BUILT TO SIZE SPECIFIED ON -----
DRAWINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS.
PLACED IN ACCORDANCE W/ FOUNDATION PLAN. O
C. REINFORCEMENT STEEL: TO BE AS SPECIFIED THICKNESS CALLED11111
1 4 OUT ON DRAWINGS AND TO BE DETAILED AND PI Ar-FD N
AN ACCORDCE W/ BUILDING CODE REQUIREMENTS FOR REINFORCED o
CONCRETE AND TO BE DEFORMED STEEL BARS CONFORMING TO ASTM \ a
A615, GRADE 40. •
dI
D. CONCRETE
MSHALL BE OF 'READY-MIXED CONCRETE' AND SHALL U 4----Th
ECONFORMTO ASTM 034 (5 SACK OR BETTER)
- AFTER CONCRETE HAS BEEN PROPERLY CURED IT SHALL HAVE o li
A COMPRESSIVE STRENGTH OF 2500 PSI UNLESS OTHERWISEI
SPECIFIED. l t 0
3. FRAMING,
A FLOOR: TO BE FRAMED IN ACCORDANCE W/ SPEC:IGATIGNa OF 1) 9
DRAWINGS,
- AND TO HAVE ALLOWABLE FLOOR LOAD AS SET FORTH N I!BrCROSS4 E N Ns
TABLE 16-A n SITE SECTION o 4 E w _
- ALL STRUCTURAL Mtnt3ERS OF FLOOR TO BE PROPERLY SET v r .as,
��� :j 61 a
AND FASTENED IN ACCORDANCE Ul/ U.B.C.
B. Ut4 L- 3 EXTE IRORTURAL LWOODR TFRAMED WALLS TO BE 2'Xb' DF BETTERAS FIR OR '2 W STUDS -6p I) I- 3
IS' O.C. HEIGHT OF EXTERIOR WALL TO BE AS SHOUIN. . c TS c) 0 -, 21
- ALL EXTERIOR WALLS SHALL BE SHEATHED W/ �i° 24th IAVE. I 24th AVE. I I I 24th AyfE. 1 a z 1 6
SiRI.rni AL PLYWOOD OR 1/I6' OSB OR PROPER LET-IN I'300' I Pn00' 110em0' I ;Os001 I 104m0' 1 mz00' n - Q U
BRACING WILL BE DETAILED IN PLAN. / ) - a ° W c U
- ALL WINDOW HEADERS AND BEARING ULAJ L BEAMS TO BE i _ ' � ' i-- -- 2 - > ° 1-- t) a
4°X12' UNLESS SPECIFIED ON DRAWINGS. i ' i ' _ _ _ _ _ _ -" a - �{�4� '6� 9 Q
- INTERIOR WALLS TO BE 2'X4" CONSTRUCTION PI ArFD • 16' _ < / - —— — — — — -- — — — — /— -- _ D ° i o 0
OC. SW HEIGHT TO BE AS SHOO{ '
- INTERIOR BATHROOM WALLS W/ EXTENSIVE PLUMBING rm �• \ N \ _ — _ _ _ _ _ \ NS N 2 0, -CIE 'tit)
FIXTURES MAY HAVE 2"X6" FRAMED IIIAI LS TO PROVIDE (I N N N.
` _� 0 9
CLEARANCE AND COMFORTABLE WORKING SPACE. 4m'N. \ mm'new \ room'NEw \ \ \ ® ` 0 a ° a B a
- BATHROOM 111AI L COVERINGS SHALL BE MOISTURE RESISTANT \ „3n0' \ -sm' \ urm0' -s00' vsm0 ®
-am' \ \ 103m0 -.met ` !02_00 ` n to p > o p
CEMENT PLASTER, TILE, OR APPROVED EQUAL TO 10 INCHES �— — — — _ _
ABOVE DRAIN AT SHOWERS OR TUB W/ *HOLLERS. \ \\ —• • I •�-
\C. ROOF:ROOF: DRAWINGS WILL SPECIFY TRUSSES OR RAFTER \ \ - \ Q i
CONSTRICTION.
\ 0 9 \ I •i
- ENG. TRUSS DETAIL TO BE CHECKED BY GENERAL \ I \ -I\ 9 \ _� \e?' I
ft
CONTRACTOR OR BUILDING DESIGNER BEFORE INSTALLATION. \ ���&-` -Q' rice. ease n P,.i.E 20' ej ,rBASE \Y�
STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BE A 25 \QaT �O aIuDO' \ --\ cm
x \ \ — 9 moo. —\\ zo, g� \
PSF TOTAL LOAD UNLESS 3(YCIFIED OTHERWISE ON t \ 1 ,
ROOF SHEATHING TO BE ki° CDX STANDARD, BUT WILL VARY DRAWINGS. IS
\ % r N ( r \ , \ , \ r \ — — _
W,/ ROOFING PRODUCT USED. \ I \\ I I \ I 21'- \ \ I
D. CONNECTIONS AID° \ \ \ I \ \4 / I / I � D V 26'-m• /--
- ALL CONNECTORS ARE SPYCIFIED AS SIMPSON, EQUIVALENT ' \ ( I \ I \ i �� \ It I
LUMBERLOCK CONNECTORS WILL BE SATISFACTORY \ \ \ I \ •IzeO'r= \ ` smeso O
- NAILING SCHEDULE TO BE N ACCORDANCE W/ TABLE 23-1-a USG \\ le'-6. \� UNIT B \\ I-III a •a 15 \ / n'-01 / I \ - }
4. ENERGY CODE: COMPLY WITH WASHINGTON STATE ENERGY CODE • \ \
A ALL WINDOWS I DOORS TO BE SEALED INTO U AI I U/ CAULKING W \ Q+r `'� I \ ( \ 0
B. ALLU.EATHERSTRIPPING FRAMING INTERSECTIONS BET'U.EEN CONDITIONED TO t \\ \\ •.���• $ ~'. I A �\ \Q.,, } )0
I CONDITIONED WALLS 4 FOUNDATIONS TO BE CAULKED TO STOP N. Q D g r I \\ UNIT D \N. I s °, /*KNIT
\ ' U1i�T J2 y IAIR LEAKAL,EV \ \ } \ • \ \ 20
C. ALL PENETRATIONS FOR PLUMBING, WIRING, 4 DUCTING TO BE \N 20' - IS'}61 \ I /.\r.
\SEALED \ f \ s sa0 5'
D. VENTILATION DUCTS SHALL HAVE R-4 INSULATION COVERING \ \E. WHOLE HOUSE VENTILATION NEVER LESS THAN 15 CFM PER V I \\ le 6' I \ I /I �i� , �� I . \\\BED "f PL119 Ire CFM ill/ FAN N015E RATFn aT !r, ant.tcg �\ ` ` - \ \ \ .� N \
3. INSULATIONS i `� \ \ I -
A ROOF/CEILING, TO HAVE MINIMUM OF R-30 BLOWN INSULATION b\ i N I N. \ \
B. FLOOR R-19 10" BATT. INSULATION \ I N Iqs� \
C. WALLS: R-19 b" BATT. INSULATION ibm, N \ N\'We ^ \\ \\ N \ ` i
D. ALL EXTERIOR WALLS, TO HAVE EITHER A, B, OR G, AS A TYPEr HO
OF VAPOR BARRIER N\ 1 N \ I \\
- A TYVEK HOUSE WRAP *PREFERABLE \ I \ siismo CI
B. T7PAR HOUSE WRAP \\S1s e I \ a L Ni �'0 4'4i 0 a \\4? I \\ I r�IZTNVEsr CARP<1RATED
- C. IV"OR FELT PAPER \ L — — — -- — -� L � — s!um0• e' JT sutm0'-} e' \ .FO-m0 e \
MECHANICAL SPECIFICATIONSSt
\\ �� ' 1 ;{• a / \ "m°' \ 1/41\
5
ID0' N
1 600'
\ Design and
L CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR \ \ \ . \ \
CONTANft. OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO \ ALLEY \ lI6L EY \ ALLEY \ A�LEY \ Planning
THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 14 ft WITH 2 N N N N N,\\ N\\ N\ \\N \\
2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK.. OR FLAME
nsmm' �um0• \ n0n01 S moo' N.
\ :memo' �A�
SHALL BE LOCATED A MINIMUM OF IS' ABOVE THE GARAGE FLOOR game' new ns0o• rzm0' N WV W. (WOVEN ST.
3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-BORE, NONCOMBUSTIBLE
a m00' '1000' IOatO' l0emm• •
MATERIALS. APPROVED FLEX CONPECTORS NOT EXCEEDING 6 ft N IILYNDON, WA. INS
LENGTH MAY BE USED N CONNECTION WITH DOMESTIC DRYER EXHAUST.
4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR
FEET TALL SHALL BE STRAf7LD DOU.N TO PREVENT OVERTURN N AN
EARTHQUAKE PRAUJI GI TITLE
SITE (PLAN
PLUM'SIN& SPECIFICATIONS r•y � -- 'r
BLOCK 216 ACCOUNT • 3772-216-020-0016
I. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK. DRAIN TO THE .
OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO
FEET NOR LESS THAN 6' ABOVE THE GROUND, POINTING DOU.t•N.
2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. -
3. PROVIDE AN APPROVED FArX FLOW PREVENTION DEVICE AT ALL HOSE
BIBS. GRAVEL FILL
4. PROVIDE A CLEAN-OJT WHERE BUILDING DRAIN AND BUILDING SEWER
LINES CONNECT.
5. EACH HORIZONTAL DRANAGF PIPE SHALL BE PROVIDED WITH A
CLEANOUT AT ITS UPPER TERMINAL. Ids/ ew: ::• •.' "
`� ze 4' PERF DRAM
REVISIONS . BY
HOMESTEAD NORTHWEST _I / V4 ••, .,,. ft
Ie not responsible for safety programs, �' 1. �% •
j. �.. . �� Cam'
methods or procedure* operation 4`Q�..- .'. ..• ' �•
the construction of the design ehoun on �•A•� ;.. .
these drawings. \. iblVS
Drawings are also not to be used In any
manner that would constitute a detriment " COIF'. EARTH
I'-0
directly or indirectly to HOMESTEAD NORTHWEST
O COPYRIGHT 1996 DRAIN
Ir this drawing is less than IS' x 24' or TYPICAL DRAIN SECTION NCO 24' x 36" It Is a reduced print Scale DATE
accordingly. 2 as,ee
Contractor shall verity and be responsible 3/4" • 1' *CALEAes r N
for ell dimensions and conditions on the
Job, and HOMESTEAD NORTHWEST must be notified of any
variations from the dimensions and CHECKED
condition shouaf on these drawings. Shop
details should be submitted to HOMESTFAn NORTHIEST for
review before proceeding with fabrication.
SWEET