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HomeMy WebLinkAboutPermit File 2215 24th Street 1 c,.z o CITY OF ANACORTES WASHINGTON coa� BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 2215 24th Street STREET&NUMBER Owner: Homestead NW, Inc. Constructed By: Owner OWNER OR CONTRACTOR Bldg.Permit# COM96-0138 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. N- O. C rP FINAL INSPECTION CHECKLIST 3_gb Inspection Date: )a,- 3— 9� Address: aca ; ►k S' Permit No.co,.,9t-a,3s Date: -'-a-w6 Zone: 2 a, Owners Name: 14ow,e ST-awn Owners Address: ************************************************************ Occupancy Group: 123 Consruction Type: v- t4 Variances: Safety Glass: 0 , Sewer Fee Paid: Hand Rails: p,K. Sewer Inspected: Guard Rails: �r WSEC Compliance: Traps: <le- Attic Access: ®.)C Wood Stove: c Smoke Detectors: 0, 14 Water Pressure: eS). T&P Drain: I9_ House Numbers: Insulation Cert: Site Drainage: Radon Test Kit: Curb Cut: 0 , 3< Garage House Door: 0. 4 Crawl Space Insul: Bedroom Windows: 0, Crawl Space Access: cfD,N , Water Heater Strap: 1e, Vapor Barrier: D.W. Air Gap: 62_ Water MeterBox: & IL_ AutoGarage Door: (�- )' Outside Caulking: ®, )C Exterior Decks/Landings: 6 -) C, Exh. Duct/Dryer Vent Dampers: Oy< COMBINATION CITY OF ANACORTES PERMIT NO. : C0M96-0138 P.O. BOX 547 APPLIED: 07/02/96 ANACORTES, WA 98221 ISSUED: 07/02/96 (206) 293-1901 EXPIRES: 07/02/97 yn/5 SITE ADDRESS: 2209 24TH ASSESSOR'S PARCEL NO. : 2209 PROJECT DESCRIPTION: New single family residence — OWNER — CONTRACTOR — LENDER HOMESTEAD NW, INC. P.O. BOX 409 LYNDEN WA 98264 360-354-3366 — FEES TYPE OF WORK -NEW AREA (sf) VALU...$: 96000 Code Amount---- By- Date---- Receipt TYPE OF USE •SF LOT • 7500 REQUIRED SETBACKS---- ESPL $ -100.00 MD 07/02/96 5608 CENSUS CATEGORY •101 1ST FLR • 1085 FRONT • 20 ft PLCK $ 273.65 MD 07/02/96 5608 ZONING 2ND FLR • 487 SIDE(1)..: 5 ft PRMT $ 421.00 MD 07/02/96 5608 :R2 BASEMENT 0 SIDE(2)..: 10 ft PMEC $ 86.00 MD 07/02/96 5608 OCCUPANCY GROUP GAR/CARPORT...: 480 REAR • 20 ft PPLM $ 83.00 MD 07/02/96 5608 :R3 •? •? •? OTHER • 216 REQUIRED PARKING-- STBC $ 4.50 MD 07/02/96 5608 TYPE OF CONSTRUCTION TOTAL • 0 SEWR $ 3291.00 MD 07/02/96 5608 :5N •? •? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 IMPT $ 400.00 MD 07/02/96 5608 OCCUPANT LOAD STORIES • 2 COMPACT • 0 INSP $ 50.00 MD 07/02/96 5608 . 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 $ 4509.15 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...: 3 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS • 1 I WATER CLOSETS...: 2 WASHING MACHINES: 1 FLOOR DRAINS • 0 BATH TUBS • 2 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 0 , SHOWERS • 0 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2 DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 0 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. - tLiitt—i Nr\v„...kNJ, tiL D_ rThaeAr0-1Th Issued by App scan or Owner's Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 _. 1 DI5 diAon c \s-,),cc-\-- rr At-., CONSTRUCTION $PECIFICATION$_ L GENERAL NOTES' A. SEISMIC ZONE 3 B.WIND EXPOSURE AND SPPFD eemph, Exp. B C. ROOF LOAD • 45pet. • D.FLOOR LIVE LOAD 40 pef E. DECK LIVE LOAD 50 ppef F. SOIL BEARING r neor E BOO pet Cs.ALL GLASS IN DOORS, SIDELIGHTS, AND BATHROOMS TO ISE ILI l' t RIM GLASS 2. FOUNDATION. A FOOTING. SHOWN AS MINIMUM ON DRAWING AND TO BE POURED ON CENTER OF WALL DIMENa!ONS. - FOOTINC,S ARE TO BE POURED ON UNDISTURr'ED OR PROr'FRLY COMPACTED SOIL. - A 4" PERE. DRAM rrr. IS TO BE LAID AROUND PERIMI Itr< OF FOOTING AND OVERLAID W/ 1,4e-2` DRAM ROCKIt B.FOINDATION WALLS. TO BF BUILT TO SIZE SPECIFIED ON --__k_ DRAWINGS AND THICKNESS SF'FCIFIED IS MINIMUM RE Qt1IRFMTQ EN PLACED N ACC.OEIDANC-E W/FOUNDATION PLAN. - �C C. REINcofcrMrNt STEEL. TO BE A8 SPFCIt'IFD THICKNESS CALLED a 0 OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN ACCORDANCE W/ BUILDING CODE REOUlhl r•u NTS FOR REINFORCED I CONCRETE AND TO BE DFFCX^1rD STEEL BARS CO�7F.MINC4 TO AS1M A6I5, GRADE 40. 9 D. CONCRETE" SHALL BE OF "READY-MIXED CONCRETE' AND SHALL C. CONFORM TO ASTM C94 (5 SACK OR BETTER) g - AFTER CONCRETE HAS BEEN Pf'OPCRLY CURED IT SHALL HAVE A cCo`Tr r—S31VE STP.rNrsTH OF 2500 PSI UNLESS OTHrRWIISE 6 I Q 6 SPEC-1E1FL). i 2 W _ 3. FRAMING' 0 ndl SITE CROSS SECTION 4 g ~ W 3 A FLOOR. TO BE FRAMED IN ACCORDANCE W/ SPECIFICATIONS OF DRAWINGS. 1Z i5~ - AND TO HAVE ALLOWABLE FLOOR LOAD AS SET FORTH IN UBC . .10 pod) Dl 4 TABLE lb-A a - ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPFPhY SET X �+ o a 0 AND FASTENED IN ACCORDANCE UI/ uric. 3 ti so 24th AVE. i 24th AVE. i Im8 m0' I._ . . mm i Im4�m I 24th AVE. I Im2 0m Q • STRUCTURAL LUMBER TO BE a7 DOUCxLAB FIR OR BETTER t I B.WALLS. EXTERIOR !WOOD FRAMED WALLS TO BE 2"X6" DF-L '2 W/ STUDS • 1112.00' 1110ID0 in 16. O.G. HEIGHT Of EXTERIOR WALL TO BE AS e+loWN ,J ,J — I I $ ` 9 • ALL WINDOW HEADERS AND BEARING WALL BEAMS TO BE ^:/ ^ ': ^^ = �Jhe' 4'XI2' lNLF98 SPEGII IFD ON DRAtuINC,B '-J ___ - r �" i' . 4 e - INTERIOR WALLS TO BE 2"X4" CAN.,^,TFJIGTION PLACED • 16" E \ ^ r o n I] IGHT TO AS SHOWN <` < _�� - - - ^`�. ... � �� � � 61 OG. STUD HIF BE 114 0 - ^ �^ ^ T - INTERIOR BATHROOM WALLS W/ EXTENSIVE PLUMP MG �` ` ``, (� - �`� `\ ^ .`. t m A i i5 ` 12 FIXTURES MAY HAVE 2"X6" c RAMrD WALLS TO PROVIDE `.� `` .. \�` `� `.� •^ x « q o s 111, CLEARANCE AND COMFORTABLE WORKING SPACE. • 110�0' NEI.IT� - l im.m0 NEW ® . Ntk. $. 3 `-8 ` �` 11400' NEW \ '15.00' C.` 10500' 15.00' 109,00' 15. '. •`� 103 U r m U > - BATHROOM WALL COVERINGS SHALL BE MOISTJRE RESISTANT \ 0 _ ` �� e ... _____.—_— __- CEMENT PLASTER TILE, OR AP"ROVrr) EQUAL TO 10 INCHES ����— ` ABOVE DRAM AT SHOIIIERS OR TUB WI SHOWERS. � 1 1. . , C. ROOF. DRAWINGS WILL SPFGIFY TR.I& 'FP• OR RAFTER `• 1 ` `\� `.�\ - ���• 1 CONSTRUCTION ` ` `\` I - ENG TE714S DETAIL TO BE CHECKED SY GENFF2AL `�I •FTYs BASE fi 11, • -: 1--) �H, _ • �. ``.FTa. BA5 `� CONTRACTOR OR BUILDING DESIGNER espro 'E INSTALLATION. 20' pll 0' 6 0 ` 1 \� 1 I 112.QC 4pl0 DD' \ 20 t➢ tEr�OD' � - STANDARD ROOF LOAD TO ARIDLY TO DRAWINGS TO BE A 25 � `.' __ ` -- ` per TOTAL LOAD UNLESS SPECIFIED OTHFF llIe!_ ON r '� r--- `� j �` j • I, DRAIIINGS. - ROOF SHEATHING TO BE IV COX STANDARD, BUT WILL VARY \`• •`• `•� [ I ` i I W/ ROOFING PRODUCT USED. 116 00' P � `.� I \ :1 ``% I �� we D. CO!SECTIONS `� •�` `` VVVGG[ �\ R i I` - ALL CONNECTORS ARE SPECIFIED AS SIMPSON,EQUIVALENT • • `. `� ` t . - .. - e LUMF-ERLOC�K CIECTORS WILL BE SATISFACTORY •- NAILING SCHEDULE TO BE IN ACCORDANCE W/ TABLE 23-1-Q, L C `� ell 150' FF V� II 4. ENERIsY CODE. COMPLY WITH WASHINGTON STATE ENEFYaY CODE `• I �,� .ter`` ` `._�_ - 9 a A ALL WINDOWS 4 DOORS TO BF SEALED INTO WALL W/ CAULKING 4 `�% I 1 I RlEATHFR°•TR!rrING S \ . - • q' 0 10' 1 `•., `�� a .\ 10' \ UNCONDITIONED WALLS 4 FOUNDATIONS TO BE CALKED TO STOP • •\ ` UNIT \ s1155m FF .1 t 20' m AIR LEAKAGE •� 20' ` t ` ` i``. `� •• '% �• C. LSE�F rNFTR 4TIC7N8 FOR PLUMBING, WIRING, I DUCTING TO BE OED �`\ `�`` 15. •'� ' :, ` D. VENTILATION DUCTS SHALL HAVE R-4 INSULATION COVERING >was / k\ lei \sq._ sJ wi. , a. \ ``. I S E. WHOLE HOUSE VENTILATION NEVER LESS THAN I5 Oti Ft-h �`. / INNN -t- i �� .` BEDROOM PLUS B GFM W/ FAN NOISE RATED AT lb 80N[ S `� `. ``�\ t� .� 5. INSULATION, ( \ `� t • '' A ROOF/CEILING, TO HAVE MINIMUM OF R-30 BLOWN INSULATION 1 ``� ` 1`. A �. tt •iiit `,' 1 �`a B.FLOOR, R-It 10" BAtt. INSULATION it `. `. `� �`, t t •;a ._ G. WALLS. R-19 6" BATT. INSULATION 118.00 ��� �`�` I `� +a- - — �` �� " ' It I ....... _-^ D. ALL EXTERIOR WALLS. TO HAVE EITHER A,D, OR C, AS A TYPE . . . —*c ``� `• U 4 �( , OF VAPOR BARRIER ` �"�"���+++ _ _ __ - A TYVEK HOUSE WRAP @P}�RABLE �`•�� 1 `\ ` `��` 1 ." �``• �••` 1 N ;- B. TYPAR HOUSE WRAP �� ` \ i I ^'�.� ` i14.m0' 1'iiEtl .. \� ? I a` t=.�.,y NGI:THw Ls1 t.:n�PbRA1EL •- C. 15' OR T'FELT P�F PR .` \ I 1 I `` s 114 � 1 s 11100� 5' \ �` I • sl0 i40' �� l\� L 5 J1 L � J � T5.00' �. J \` ` ✓.DO1 `. • 1 I c+ 1ANlca� 5P1=cIFICATIONs `, ** � P� \5mm' 1 I, • f' Derlg�n and a `N'1.00 \ 115fD0' `•. y I!3�m' `.` ..` 109.De' �`. �;•,,,, , I. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR `� \ � E `.� ALLEY `.� �ItLEY �� ALLEY . _;,, Pl �rllg CONTAINING OTI,PR FUEL BUFSIMG APPLIANCES SHALL BE EXHAUSTED TO .` \\ .� `.` `.�` �\ \ THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 14 1t WITH 2 ` � l IN 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK OR FLAME 116.0C' ` 114.00' a• `. 110.00' IUB.fJD' �¢ \. D6 0G�' tw�j W. ��� �s SHALL BE LOCATED A MINIMUM OF 1S" ABOVE THE GARAGE FLOOR. 11800' 116.00 114.00' 12.00 . 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-BOI< , NONCOMBUSTIBLE a 112.00' 000' ; 1m80m' Im600' ` '.w Va. .r/�S MATERIALS. APPROVED FLEX CONNECTOIS NOT EXCEEDING b ft. M s�. I LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. inn es 4. ALL WATER HEATERS IN SEISMIC ZONE 3 SHALL BE ANCHORSTD TO RESIST HORIZONTAL DISPLACEMENT. gs, p C�'Nlp`.`3 T[iLE SITE PLAN , '' PL411" LNG SPECIFICATIONS 0 '""` �`"'� I�t`"'`" ' r'.`' BLOCK rnt AMOUNT • snt-re-c+sroots l,,// L PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAM TO THE ` �~ �`� t\)-\ i"--'%) OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO `v FEET NOR LESS THAN b" ABOVE THE GROUND. POINTING DOUR 2. PROVIDE AN AIR GAP FOR THE DISHWASHER F PROVIDED. �l\ 3. PROVIDE AN APPROVED BACK FLOW PRilVFNTION DEVICE AT ALL HOSE o4WVEL P111 - \ BIBS. 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEWER LINES CONNECT. Tie 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WTTH A ' ' , `;r" ; "_ 4'FEW DRAM CLEANOUT AT ITS UPPER TERMINAL. ''t�1'e;�;.s--IV • ., I t `A 6,•;+tee'• , . •1 : rmercne+ dY *44 HOMESTEAD NORTHWEST N:'��.��v ,,9 " 10/to not not responsible for safety programs, methods or procedures of operation or the construction of the design shown on I( r-a threeCOMP.COMP.EARN ' drawings. Milner are also not to be wed InIany © TYPICAL DRAIN SECTION - v darner that would ily tottrie a eM directly or indirectly HOMESTEAD NORTF#llES1 �_-- ---' ) . j > :.�Il OC COPYRIGHT 19% MARK O. If this drawing Is lees then le' x 24' or PASn 24' x 36" It Is a reduced print Seale 4/6/96 accordingly. Contractor shall verify and be responsible e ALE for ell dimensions and conditIons on the AS SHOWN Job, and HOMESTEAD NORTHWEST must be notified of any variations from the dimensions and condition shown on these drawings. detmlle should be submitted to HOME'S AD NORTHWEST for i. �s f review before proceeding with fabrication. e tit 1T-1 h A i��s +are ■u nu e " .0 irrisr�i�i e __ '. - .. '--'' -- _ _.Q_ -