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HomeMy WebLinkAboutPermit File 2219 24th Street ;4 Y Q! City of Anacortes Invoice/Permit#: BLD-2018-0292 G 904 6th Street l Applied date: 05/11/2018 P.O.Box 547 Issue date: 05/11/2018 Anacortes, WA 98221-0547 Expire date: 11/07/2019 S`;.i�/'y yam'}.,,C• Job Address: 2219 24TH ST Permit Type: Reroof Single Family Residence ANACORTES WA 98221-2478 Project: APN: P109561 Remarks: Reroof with composition shingles. Owner: MARY ANN MULLEN Contractor: MOUNT BAKER ROOFING Address: 2219 24TH ST Address: 3950 HOME RD ANACORTES WA 98221-2478 BELLINGHAM WA 98226-9147 Phone: Phone: (360) 733-0191 License#: MTBAKRI055ML General Information: Fees: Building Valuation 9010 Building Permit Fee 181.25 State Building Code Fee 4.50 Total Calculated: 185.75 Deposits/Receipts: 0.00 Total Due: 185.75 rJ —i `qrI -n I IA cI rr cc' rn ICI ram. X:. I -�• r-. ¢ -1 CI = 0 p h: f i] Z. C. r..J C.: (A a. al IA' - r'D Z.`• H.�. n7 t J m 7 f, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA ; ;q , CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMgNOW HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISO OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR`Ndt,���g GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHERTtTAT :9R LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. O-, .,) - µ I V 4I Tl Ln :n .. r r,} iiI MI i-I SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED B w Ir IT., rt+ GC;o CITY OF ANACORTES 1 WASHINGTON ycoa BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 2219 24th Street STREET&NUMBER Owner: Homestead NW, Inc. Constructed By: OWNER OR CONTRACTOR Bldg.Permit#COM96-0150 Date Of Issue: 7-16-96 Occ.Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized, 11 This 7th Day Of January 19 97 AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM96-0150 P.O. BOX 547 APPLIED: 07/16/96 ANACORTES, WA 98221 ISSUED: 07/16/96 (206) 293-1901 EXPIRES: 07/16/97 SITE ADDRESS: 2219 24TH ASSESSOR'S PARCEL NO. : 2219 PROJECT DESCRIPTION: New single family — OWNER — CONTRACTOR — LENDER HOMESTEAD NW P.O. BOX 409 LYNDEN WA 98264 360-354-3366 — FEES TYPE OF WORK •NEW AREA (sf) VALU...B: 83000 Code Amount---- By- Date---- Receipt TYPE OF USE •SF LOT • 7500 REQUIRED SETBACKS---- ESPL $ -100.00 MD 07/16/96 5663 CENSUS CATEGORY •101 1ST FLR • 1284 FRONT • 20 ft PLCK $ 248.30 MD 07/16/96 5663 ZONING 2ND FLR 0 SIDE(1)..: 5 ft PRMT $ 382.00 MD 07/16/96 5663 :R2 BASEMENT • 0 SIDE(2)..: 10 ft PMEC $ 73.00 MD 07/16/96 5663 OCCUPANCY GROUP GAR/CARPORT...: 600 REAR • 20 ft PPLM $ 97.00 MD 07/16/96 5663 :R3 :? •? :? OTHER • 132 REQUIRED PARKING-- STBC $ 4.50 MD 07/16/96 5663 TYPE OF CONSTRUCTION TOTAL • 0 SEWR $ 3291.00 MD 07/16/96 5663 :5N :7 :7 :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 IMPT $ 400.00 MD 07/16/96 5663 OCCUPANT LOAD STORIES • 1 COMPACT • 0 INSP $ 50.00 MD 07/16/96 5663 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 FURS < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 4445.80 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..: 1 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/0 APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 2 HOODS • 1 WATER CLOSETS...: 2 WASHING MACHINES: 1 FLOOR DRAINS • 0 BATH TUBS • 0 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 0 SHOWERS • 2 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2 DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 2 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0 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. Issued by App 'ica t or Owner's Signature 24 Hour Notice Required For All Inspections comyrmt, Rev: 11/04/93 11: 10' 0o lI6.Y4 YAA ooIIIJ01416 labUbPtab lQ 02 l • 11e1 lT COMPLETE ENGINEERING GEOLOGY o MATERIALS TESTING& INSPECTION SERVICES SERVICES, INC. 741 MARINE DRIVE- BauNOHAM,WA 96226 0 (360)733-7318 a FAX(360)733-7415 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 N: COMPACTION OF: Structural Fill at Lot 4,24th Street. FIELD DATA ... x.., s:...:C _;.c,::. .. ..,:.,. .::::_.c.:: t;i::;:<: ,Y:ii:. ,FIELQ'•;:;5::.: 1f PlACE` ,i °':!A$;_ ::L�OrJ{,BRf+TLOPE.PERCENT.�. :TESY:�'^a':;:':::c:`7:f:.:`: !,�¢`,!'i:�':.'"�?' ?:::r nr_;er . :.•:t7leTffl [. .:... .:.. ....,.,:.:,::;::BEY ...;7�lES . �....., .. .,. LOCA?IdN t at�f:oENslTr sstte " Fi.•�'i,::P149gETtf Al-MINED � aeouweD,. 1 Lot 4-Northeast Corner GR 5.9 118.5 469 98 95 2 Lot 4-Southeast Comer GR 6.5 118.9 469 99 95 • 3 Lot 4-Northwest Corner GR 6.8 115.3 469 96 96 LAB MOISTURE-DENSITY DATA: Lab ., : :. Solt _ : - :Sdutce Nla idmulrt,DiY'. . OPBmum ."$clothed I Melstare-penalty Type. • t7enelty !Atrium., <430#4 test Method,,, ' 7F 9G , 489 Sand with Gravel Lake Erie Pit 120.5 11.5 28 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. Copies: Homestead NW Submitted BY /L - City of Anacortes Grant Richardson Materiels Testing Manager m,w,�,�w,,W, nee wort nil rot be,ep odueed exempt in Nl,wenalg the written WPIOVW at Gaa\Tap Sendeea,4ie The claw tat rasa relate aey to the.ample(a Intent taped. JUL J. :, 1217 2e-(Tha- -74 II 71-4- PO D./c_..c ke..v..0 LW lip I q 6 4 1..k 4/4 3 ._.. 'I- '- v Icr re/e. CC•4474. r.eCiltio • 4 .. 9, 1 �. . , I . _ ,, aato\ \I • ..g . . DRAIII,Ne.s . - .) ,)4,,-) ,/ CONSTRUCTION SPECIFICATIONS qA '_ , ,„,_ --I.GENERAL NOTES. > \ A. SEISMIC ZONE 3 B. WIND EXPOSURE AND SPEED e0mpll, EXP. B C. ROOF LOAD • 45 psf. `1 . 1)D.FLOOR LIVE LOAD 40 psf / ) E. DECK LIVE LOAD 60 pet /13 F. SOIL BEARING PRESSURE 1500 per ` { . -Ni G. ALL GLASS IN DOORS, SIDELIGHTS, AND BATHROOMS TO BE C:'-al c IcrirtRFD GLASSI 2. FOINDATION: A.FOOTINes: SHOWN AS MINIMUM ON DRAWING AND TO BE POURED ON C,., i CENTER OF WALL DIMENSIONS. lJ - FOOTINC•5 ARE TO BE POURED ON UNDISTURBED OR PROPERLY 1 `' COMPACTED SOIL. 1 - A 4" PERF, DRAIN PIPE IS TO BE LAID A ^ V K ROUND PERIMETER 1 S U OF FOOTING AND OVERLAID WI I14"-2' DRAIN ROC B. FOUNDATION WALLS: TO BE BUILT TO SIZE SPECIFIED ON 1 3 DRAWINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. © ® `� PLACED IN ACCORDANCE W/ FOUNDATION PLAN. - __ 1ici C. REINFORCEMENT STEEL: TO BE AS SPECIFIED THICKNESS CALLED ® `r OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN i " t" ACCORDANCE WI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND TO BE DEFORMED STEEL BARS CONFORMING TO AS1M a A6 GRADE 40. 13 1- D. CONCRETE: SHALL BE OF "READY-MIXED CONCRETE' AND SHALL 0 � CONFORM TO ASTM C94 (5 SACK OR BETTER) tl - AFTER CONCRETE HAS BEEN PROPERLY CURED IT 'HALL HAVE - 4 A COMPRESSIVE STRENGTH OF 2500 PSI UNLESS OTHERWISE 2 SPECIFIED. 2 3. FRAMING= tit a .9 A FLOOR TO BE FRAMED IN ACCORDANCE W/ SPECIFICATIONS OF x - ) - 0 D A B TO HALE AVE ALLOWABLE FLOOR LOAD AS SET FORTH IN USG I SITE CROSS SECTION �b "C; 1O - ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET p.-0• AND FASTENED IN ACCORDANCE W/ UB.G. il x c u •, I - STRUCTURAL LUMBER TO BE •2 Dr]llf-1 A8 FIR OR BETTER 9 5 ~ 5 -3 B. WALLS: EXTERIOR WOOD FRAMED WALLS TO BE 2"X6" DF-L 02 W/ STUDS • 16 O.C. HEIGHT OF EXTERIOR WALL TO BE AS SHOWN. 24th AVE. I I 24th AVE. i 11 c u zjM " - ALL EXTERIOR WALLS SHALL Be SHEATHED W/ '_• 24th AVE. I 1�$Do' I©6.mo' Imd�' 1 1©z 0m' a ?)2, f I STRUCTURAL PLYWOOD OR 1/6" OSB OR PROPER LET-N II. 00' 110�0' f t n BRACING WILL BE DETAILED IN PLAN. ..._ „,, ,.- 3,...„ . — ALL WINDOW HEADERS AND BEARING WALL BEAMS TO BE € 4"Xi2" UNLESS SPECIFIED ON DRAWINGS. - -- �--- - - -- t • U � tl F - INTERIOR WALLS TO BE 2"X4" CONSTRUCTION PLACED • 16" <'' <' �__ C R a . € n tl OC. STUD HEKaH1 TO BE AS SHOWN. 114D�' `• __"' �• e\`. 4 - INTERIOR BATHROOM WALLS W/ EXTENSIVE PLEASING \^ FIXTURES MAY HAVE 2•Xb" FRAMED WALLS TO PROVIDE \ 10�0' NE / y „�- o i IIO.©0' •NEW ® s 114fD0 NEW 15 00 • � 10900 1tp� l5_00' � I©9ID0' , 15 a0',c •103D17"7F r____ ____--_ U `CLEARANCE AND COMFORTABLE WORKING SPACE. • \ -" ® f c• v o 0 ▪ BATHROOM WALL COVERINGS SHALL BE MOISTURE RESISTANT __ _ - CEMENT PLASTER, TILE, OR APPROVED EQUAL TO 10 INCHES ` 0 _�-=_-.- ` - - ' - /' " -''�_, ABOVE DRAIN AT SHOWERS OR TUB WI BHCtlER9. • • \ f + - , � =-C. ROOF: DRAWINGS WILL SPECIFY TRUSSES OR RAFTER • I CONSTRUCTION. �\ --t\-- ----4I —_- ----- - ENG TRUSS DETAIL TO BE CHECKED BY GENERAL FE FTj_� CONTRACTOR OR BUILDING DESIGNER SPORE NSTALLATION 20'`. • • • \ / • 9 Y I • - STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BE A 25 I\\ , 1 f �` � \ ` ,,. r--_ r O7 LOADUNLESS SPECIFIED OTHERWISE ON \ r -� r--- . • --� \ ` \ �- 1 \����,, PSF TOTAL E ___ DRAWINGS. I j - I \' /\/ j 11 - ROOF SHEATHING TO 5E lie COX STANDARD. BUT WILL VARY 1 •`• 1 I r----"e4r - sJ ``- W/ ROOFING PRODUCT USED. 11600' ` N 1 9 D. CONNECTIONS 1 v. 1 10 t f N - ALL CONNECTORS ARE SPECIFIED AS SIMPSON, EQUIVALENT `� I `�\ `�< : •112.50' Fr \`�\ y� �• ,_T_-f •I08.50' FF i C., • �.UMBERLOCK CONNECTORS WILL BE SATISFACTORYws• m r F x ` - NAILING SCHEDULE TO BE IN ACCORDANCE W/ TABLE 23-1-0, UBC 7,• ( ,T\` - 1 _ v U 4. ENERGY CODE: COMPLY WITH WASHINGTON STATE ENERGY CODE `y ` A. ALL WINDOWS 1 DOORS TO BE SEALED INTO WALL WI CAULKING I . 9 WEATHERSTRIPPING • Q i Q 1 +T \ - t T A N. `, ` e n, \ •I I150' FF cn 1 ` UNIT D t ' V B. ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO `N 110' /KIM � 0 uK�T J2 r ` 'g rn0I9 I . 1 I I 20' UNCONDITIONED WALLS s FOINDATION5 TO BE CAULKED TO STOP V I I • 1 AIR LEAKAGE I 20' 1 • G. ALL PENETRATIONS FOR FLUhIBING, WIRING, , DUCTING TO BE ! ` •11550' �` \\•SEALED `qI I 1/4‘ D. VENTILATION DUCTS SHALL WAVE R-4 INSULATION COVERING ` s �` , �� r, }1 , \ E. WHOLE HOUSE VENTILATION NEVER LESS THAN 15 CFM PER I IS H t 1 • \` BEDROOM PLUS 15 GFM WI FAN NOISE RATED AT lb SONEB \. `. � `, I `.� \ �`. �,� 5. INSULATION: I ' A ROOF/CEILING: TO HAVE MINIMUM OF R-30 BLOWN INSULATION I \ `, '. 1 .`. I \\: t 1 t B. FLOOR: R-19 10" BATT. INSULATION I \1 `. �� I C. WALLS R-IS 6' BATT. INSULATION 118.0 .. t___ _ .•. t_ r •I _s\ --- _ D. ALL EXTERIOR WALLS: TO WAVE EITHER Q, B, OR G, AS A TYPE 1 �`\ 1 \ 1� 1 `,\ 20' �\ L 20`}t\ , I \ • OF VAPOR BARBER tNNNN � sIi6.C9D' ''ItA. T1 VEK HOUSE WRAP •PRE> ERABLE I ' i �''� 1 IId�iO' NE U 20' 4 � - C. 15.TYE'AIR HOUSE AP PEER .'., •1 t_ \\ I 1 ``�. •\, •114� �\h. N `� ` \ NUkTHWEST NCt7RFURATEP OR � J •111.00r •101.00' t` l I \ 7 150 5' �``1 ' 15 00' _ 15.00' `� 151D0' ` ` 1 / _MECHANICAL SPECIFIC4TfONS v --�� • • '�� — • + • 4100' 15m0' 3.©0 109f�b' , Design and I. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR I • ALLEY `. tU,EY ALLEY ALLEY •,\ ;' CONTANING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 14 ft. WITH 2 ` Planning ELBOW'. `N I \\``• ``` ``\ \\\ N` `` 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME { SHALL BE LOCATED A MNMUM OF le" ABOVE THE GARAC FLOOR // �` 118.00' 6 47G)' 16170' 4 0b' \' 11400' 112.00' \N 110.00' \` 108.bb' `, ©6.0©' a� W. MOIPFIR ST. 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-BORE,NONCOMBUSTIBLE ( "2 G70' 01�0' 108f7O' L^6170' LYNTIPT4, WA. e#•'n44 MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 ft. IN I3001 3•461?r91 LENGTH MAY BE USED N CONNECTION WITH DOMESTIC DRYER EXHAUST. 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR s FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN D}e4!iMG TITLE EARTHQUAKE. ' SITE PLAN PL.UM�ING SE"ECIFICATfONS �' ' �' ' Roca AN ACCOUNT •SM-1110400o01i I. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE RECEIVED • OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO FEET NOR LESS THAN 6' ABOVE THE GROUND, POINTING DOUR .,i,-I I 0 NJ IS`.. 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. 3l1JLDING DEP7. 3. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIBS. 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEWER LINES CONNECT. I I 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A • CLEANOUT AT ITS UPPER TERMINAL. 1trvISIONS BY k b. _._.. ______ _______ - 1'-_--'�-- HOMESTEAD NORTHWEST \' ,Is not reepone lble for safety programs, % �'/ methods or procedures of operetIon or l the construction of the design shown on / J^ 1 1 • thew drawings. / - Drawings are also not to be uesd In any matter that would constitute a detriment \ // , directly or Indirectly to HOMESTEAD NORTHWEST �- r © COPYRIGHT 1996 141 MARK C. • If this drawing le less than IV x 24" or t,ATf ' 24" x 36" It Is a reduced print. Scale 6 6 accordingly. I Contractor shall verify and be responsible -SCALE AS SHOWN for all dimensions and conditions on the Job, end HOMESTEAD NORTHWEST must be notified of any -CWOCED variations from the dimensions and I condition• shown on these drew�gs. Shop ow Octane should be submitted to HOMESTEAD NORTHWEST for ? review before proceeding with fabrication. r 'tEOE_ iVED r ENGINEERING A , ma0S - C t a 0