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Home My WebLink About123 W 7th St - Building PREPARED 6/11/09 8 25 45 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/11/09 ADDRESS 123 W 7TH ST SUBDIV TENANT NBR EDWARD A HOPFNER CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER EDWARD A HOPFNER PHONE (360) 457 7643 PARCEL 06 30 00 0 1 6575 0000 APPL NUMBER O8 00001529 RES NEW SFR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL99 02 6/11/09 LL PLUMBING FINAL �j June 11 2009 8 15 43 AM 1pangrle DWAYNE 460 2943 PLUMBING FINAL COMMENTS AND NOTES PREPARED 6/11/09 8 25 45 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/11/09 ADDRESS 123 W 7TH ST SUBDIV TENANT NBR EDWARD A HOPFNER CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER EDWARD A HOPFNER PHONE (360) 457 7643 PARCEL 06 30 00 0 1 6575 0000 APPL NUMBER 08 00001529 RES NEW SFR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS April 8 2009 4 34 24 PM jlierly Air seal cannot be observed insulation has been installed framer was asked to verify second story connection mechanical fastners before insulation jll BL99 01 5/26/09 JLL BLDG FINAL 5/26/09 DA May 22 2009 8 38 07 AM 1pangrle LARRY 360 379 8600 BLDG FINAL May 26 2009 4 18 55 PM jlierly insulation was not approvwed due to a framing hold down question that did not get answered during the frame inspection/jll BL99 02 6/11/09 JLL BLDG FINAL im= June 11 2009 8 13 55 AM 1pangrle DWAYNE 460 2943 BLDG FINAL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 5/26/09 JLL MECHANICAL FINAL 5/26/09 DA May 22 2009 8 38 43 AM 1pangrle LARRY 360 379 8600 MECHANICAL FINAL May 26 2009 4 18 55 PM jlierly insulation was not approvwed due to a framing hold down question that did not get answered during the frame inspection/jll ME99 02 6/11/09 MECHANICAL FINAL June 11 2009 8 15 19 AM 1pangrle DWAYNE 460 2943 MECHANICAL FINAL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 3/11/09 PB PLUMBING ROUGH IN 3/12/09 AP March 11 2009 9 05 09 AM 1pangrle MIKE 775 1914 ROUGH IN PLUMBING March 12 2009 8 26 59 AM pbarthol PL99 01 5/26/09 JLL PLUMBING FINAL 5/26/09 DA May 22 2009 8 39 10 AM 1pangrle LARRY 360 379 8600 PLUMBING FINAL May 26 2009 4 18 55 PM jlierly insulation was not approvwed due to a framing hold down question that did not get answered during the frame inspection/jll — CONTINUED ONTO NEXT PAGE VECEIV MAY 2 0 2009 $'75CAw' OTT OF F4 RAOXIS,MOMI.B.C.CASE TYPICAL 12' 'SIMPSON`HURRICANE 1 ROOF RIPPED ROOF CUPS H-1(OR)H-2.5A UP TO of LEGEND SHEATHINGSHEATHING AT GABLE 85 mph,EXPOSURE C'H-10 A SECTIONAL u I LAYOUT ONLY BEYOND 85 mph. PLAN w 0 CUT OUT FOR VENTING.KITCHEN=8"x8'FOR HOOD VENT BATHROOMS=4'x4"AND UTILITY 2 x 4 LOOK- E ROOM=6'x6'FOR WHOLE HOUSE FAN. ' I OUTS @ 48' f c 14.5" CUT OUT 14.5'ROUND HOLE FOR MECH.VENTIL ® ( O.C. _+ PLACE VENT 2 FT FROM THE RIDGE. a -- P.E.TRUES 24'O ��D = • GVTTER DOWNSPOUT LOCATION I 41� i ! FULL HEIGHT WALL FOR SHEET ROCK ATTACHMENT 4" _ ATTACH WALL STUDS TO TRUSS BOTTOM CHORD W/ (2)10d NAILS AT EA.FRAMED UP STUD. ■ 64 SQ.INCH ROOF VENT PLACED 1 FT FROM RIDGE. � I ROOF VENTS ! 14:t2 ARE TO BE 1 FT - - FROM THE RIDGE tit el m f i } I Q J Q m t ii ! DVAHAB wz 3 N ROOF FRAMING NOTES %I I � pB�As/l 0 =k L P.E.TRUSSES 'P.E.TRUSSES V' AGN °� U w v 1. ALL EXTERIOR WALL HEADERS SUPPORTING ROOF LOADS ARE TO BE 6 x 8 D.F @ 24'O.C. ®24 O.C. 24'O.C. W L LL v m 92 U.N.O.ALL EXTERIOR WALL HEADERS SUPPORTING ROOF AND FLOOR LOADS r Z W-Z ARE TO BE 6 x10 D.F#2 U.N.O.W/BOTTOM OF TOP PLATES CUT OUT AND HEADER i Q U Q" INSET AND FLUSH TO TOP OF TOP PLATES.STRAP PLATES AT INSET CUi ® I O ,381 T , 0 IX 2_ UNLESS NOTED OTHERWISE,JOISTS AND RAFTERS ARE TO BE H.F 42 MIN. .mhl ` a RAFTERS MAY BE SUPPORTED BY POSTING DOWN TO FLAT BLOCKING THAT SPANS 4:12 A MIN.OF TWO TRUSSES. HAND FRAM&N 2x6 RAFTERS ex MES $ l la I PLAIN LP � � 1 ` 3. TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE ENGINEERING _ - DRAWINGS ON SITE FOR INSPECTION.ALL TRUSS BRACING REQUIREMENTS MUST '• 1 4x10 D.F#2_i ,4x1 D.F W2 J I 4x10 D.F • BE INSTALLED PER TRUSS ORAWINGS.DO NOT FIELD MODIFY ANY TRUSS WITHOUT PORCH 5 4x4 POST SECTIONAL A PRIOR APPROVAL FROM THE ENGINEER AND BUILDING DEPARTMENT.IF A TRUSS FRAMING 4 W/POSITIVE PLAN 0 IS DAMAGED DO NOT INSTALL IT CONTACT THE BUILDER IMMEDIATELY FOR z REPLACEMENT TRUSS. CONNECTION z 4. FRAMING CONNECTIONS SHALL BE'SIMPSON STRONG TIE'(OR)AN APPROVED Q EQUIVALENT LL J 5. PROVIDE ATTIC VENTILATION PER I.R.C.806.2.THE NET FREE VENTILATED AREAa' SHALL BE 1/300 SQ.FT 50%OF THE REQUIRED VENTILATION AREA SHALL BE A LLO MINIMUM OF 3 FT ABOVE EAVE VENTS,THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. BEAM LEGEND(USE D.F#2) ATTACH TOP PLATE 6. PROVIDE A MIN.ROUGH OPENING 22'x30'ATTIC ACCESS PANEL WITH A 6 x 10 6 x 8 4 x 10 OF MAIN FLOOR TO TIGHT-FITTING/SELF-CLOSING DOOR.DOOR SHALL BE BACKED WITH INSULATION 14' A liz H,M 12-1 BOTTOM PLATE OF IF LOCATED ABOVE HEATED SPACE.VERIFY ACCESS LOCATION WITH OWNER AND 18'-C,D.E IIZ=KO 12' J �� UPPER FLOOR W/12' PLANS. 17-F,G 6'-2' 17-K HILINE HOMES THREADED ROD,NUT » � aaesarmav AND STANDARD 2" PUYALLUP Wk98373 SHEATH ROOF PER IBC CASE 1(STAGGERED PANELS UNBLOCKED)FASTEN (253)"G-22M 0,,t 129 N'8d NAILS @ 6'O.C.EDGE AND 12'O.C.FIELD.DO NOT STAPLE. WASHER.ATTACH SHEATHING EDGES PLAN: 1768Lmg 8.TOE-NAIL ALL GABLE END TRUSSES WITH(2)10d NAILS @ 16'O.C.INTO TOP AT TOP PLATES WI 8d DATE: 10/06/08 PLATES. NAILS @ 4'O.C. JOB#: 10505014 9. TOE-NAIL EACH END OF TRUSS AT BEARING WALLS W/(2)10d NAILS AND FASTEN WITH TRUSS CLIPS PER PLAN. ETA CONNECTION DILL C^S ROOF FRAMING PLAN l FLOOR TO FLOOR CONN. �V DETAIL NTS VV 118" PREPARED 5/26/09 8 51 03 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/26/09 ADDRESS 123 W 7TH ST SUBDIV TENANT NBR EDWARD A HOPFNER CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER EDWARD A HOPFNER PHONE (360) 457 7643 PARCEL 06 30 00 0 1 6575 0000 APPL NUMBER 08 00001529 RES NEW SFR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS April 8 2009 4 34 24 PM jlierly Air seal cannot be observed insulation has been installed framer was asked to verify second story connection mechanical fastners before insulation jll BL99 01 5/26/09 BLDG FINAL May 22 2009 8 38 07 AM 1pangrle LARRY 360 379 8600 BLDG FINAL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 5/26/09 MECHANICAL FINAL May 22 2009 8 38 43 AM 1pangrle LARRY 360 379 8600 MECHANICAL FINAL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 3/11/09 PB PLUMBING ROUGH IN 3/12/09 AP March 11 2009 9 05 09 AM 1pangrle MIKE 775 1914 ROUGH IN PLUMBING March 12 2009 8 26 59 AM pbarthol PL99 01 5/26/09 LL PLUMBING FINAL May 22 2009 8 39 10 AM 1pangrle LARRY 360 8600 PLUMBING FINAL COMMENTS AND NOTES �7 BUILDING.;-DIVISION CITY-OP PORT ANGELES orrect-lon, -Notice- Job Located at Inspection of your work,revealed'.that the.following, is not in accordance with:the codet .governing 1pe-work in this jurisdiction t Al A-I� T7iF_Aryn elf- wA <_ A r57 V -7 Z> _( k ( 1 4T wo-S . 0 C) These corrections must be made And are not to be covered until reinspection is made When corrections have-been made, please call -7—V22 C� for inspection q 1,/ Date p I LtApector for Building Division DO NOT REMOVE THIS TAG PREPARED 4/08/09 8 26 27 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/08/09 ADDRESS 123 W 7TH ST SUBDIV TENANT NBR EDWARD A HOPFNER CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER EDWARD A HOPFNER PHONE (360) 457 7643 PARCEL 06 30 00 0 1 6575 0000 APPL NUMBER 08 00001529 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 2/13/09 JLL BLDG FOUND FTG/STEM WALL 2/13/09 AP February 13 2009 8 40 27 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL February 13 2009 3 26 00 PM jlierly 20 ft ufr ok BL3 01 2/25/09 PB BLDG FRAMING TIME 09 00 2/25/09 AP February 25 2009 8 29 05 AM 1pangrle JOHN 360 649 1224 UNDERFLOOR FRAMING PREFERS A MORNING INSPECTION February 25 2009 4 22 26 PM pbarthol BLHD O1 3/03/09 JLL BLDG FRAMING HOLD DOWNS 3/04/09 DA March 3 2009 9 00 48 AM 1pangrle HE DIDN T LEAVE HIS NAME 649 1224 HOLD DOWNS March 4 2009 8 51 24 AM jlierly provide eng details on the second floor connection jll BL9 01 3/03/09 JLL BLDG SHEARWALL 3/04/09 AP March 3 2009 8 59 58 AM 1pangrle n HE DIDN T LEAVE HIS NAME 649 1224 EXTERIOR NAILING �^ March 4 20090098 8 52 52 24 AM jlierly BAIR 01 3/25/09 JLL BLDG AIR SEAL TIME O1 00 3/25/09 DA March 24 2009 4 07 23 PM 1pangrle GREG 360 204 3072 \ AIRSEAL J \o AFTERNOON V\ THE KEY IS IN THE ELECTRICAL BOX LEFT OF THE FRONT DOOR >/ March 25 2009 3 39 37 jlierly finish air seal on exterior wall penetraitions and //��,, recall/jll / BL3 02 3/25/09 JLL BLDG FRAMING TIME O1 00 \ 3/25/09 AP March 24 2009 4 06 15 PM 1pangrle GREG 360 204 3072 FRAMING ^ AFTERNOON V THE KEY IS IN THE ELECTRICAL BOX LEFT OF THE FRONT DOOR March 25 2009 3 40 25 PM jlierly (� BAIR 02 3/31/09 PB BLDG AIR SEAL �j�,l" 3/31/09 AP March 31 2009 8 18 38 AM 1pangrle \ _\ GREG 360 204 3072 AIRSEAL March 31 2009 3 31 37 PM pbarthol BLI O1 4/08/09 JL BLDG INSULATION April 8 2009 8 21 45 AM 1pangrle THE MAN DIDN T LEAVE HIS NAME 379 4862 INSULATION THE KEY IS IN THE ELECTRICAL OUTLET BOX TO THE LEFT OF THE FRONT DOOR COMMENTS AND NOTES PREPARED 3/31/09 8 20 39 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/31/09 ADDRESS 123 W 7TH ST SUBDIV TENANT NBR EDWARD A HOPFNER CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER EDWARD A HOPFNER PHONE (360) 457 7643 PARCEL 06 30 00 0 1 6575 0000 APPL NUMBER 08 00001529 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 2/13/09 JLL BLDG FOUND FTG/STEM WALL 2/13/09 AP February 13 2009 8 40 27 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL February 13 2009 3 26 00 PM jlierly 20 ft ufr ok BL3 01 2/25/09 PB BLDG FRAMING TIME 09 00 2/25/09 AP February 25 2009 8 29 05 AM 1pangrle JOHN 360 649 1224 UNDERFLOOR FRAMING PREFERS A MORNING INSPECTION February 25 2009 4 22 26 PM pbarthol BLHD O1 3/03/09 JLL BLDG FRAMING HOLD DOWNS 3/04/09 DA March 3 2009 9 00 48 AM 1pangrle HE DIDN T LEAVE HIS NAME 649 1224 'HOLD DOWNS March 4 2009 8 51 24 AM jlierly provide eng details on the second floor connection jll BL9 01 3/03/09 JLL BLDG SHEARWALL 3/04/09 AP March 3 2009 8 59 58 AM 1pangrle HE DIDN T LEAVE HIS NAME 649 1224 EXTERIOR SHEARWALL NAILING March 4 2009 8 52 24 AM jlierly BAIR O1 3/25/09 JLL BLDG AIR SEAL TIME O1 00 3/25/09 DA March 24 2009 4 07 23 PM 1pangrle GREG 360 204 3072 AIRSEAL AFTERNOON THE KEY IS IN THE ELECTRICAL BOX LEFT OF THE FRONT DOOR March 25 2009 3 39 37 PM jlierly finish air seal on exterior wall penetraitions and recall/jll BL3 02 3/25/09 JLL BLDG FRAMING TIME O1 00 3/25/09 AP March 24 2009 4 06 15 PM 1pangrle GREG 360 204 3072 FRAMING AFTERNOON THE KEY IS IN THE ELECTRICAL BOX LEFT OF THE FRONT DOOR March 25 2009 3 40 25 PM jlierly BAIR 02 ,3/3 �09 JLL _ BLDG AIR SEAL _�Q�� March 31 2009 8 18 38 AM 1pangrle GREG 360 204 3072 AIRSEAL COMMENTS AND NOTES PREPARED 3/25/09 8 31 04 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/25/09 ti ADDRESS 123 W 7TH ST SUBDIV TENANT NBR EDWARD A HOPFNER CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER EDWARD A HOPFNER PHONE (360) 457 7643 PARCEL 06 30 00 0 1 6575 0000 APPL NUMBER 08 00001529 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL. REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW 01 2/13/09 JLL BLDG FOUND FTG/STEM WALL 2/13/09 AP February 13 2009 8 40 27 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL February 13 2009 3 26 00 PM jlierly 20 ft ufr ok BL3 01 2/25/09 PB BLDG FRAMING TIME 09 00 2/25/09 AP February 25 2009 8 29 05 AM 1pangrle JOHN 360 649 1224 UNDERFLOOR FRAMING PREFERS A MORNING INSPECTION February 25 2009 4 22 26 PM pbarthol BLHD 01 3/03/09 JLL BLDG FRAMING HOLD DOWNS 3/04/09 DA March 3 2009 9 00 48 AM 1pangrle HE DIDN T LEAVE HIS NAME 649 1224 HOLD DOWNS March 4 2009 8 51 24 AM jlierly provide eng details on the second floor connection jll BL9 01 3/03/09 JLL BLDG SHEARWALL 3/04/09 AP March 3 2009 8 59 58 AM 1pangrle HE DIDN T LEAVE HIS NAME 649 1224 EXTERIOR SHEARWALL NAILING March 4 2009 8 52 24 AM jlierly BAIR 01 3/25/09 BLDG AIR SEAL TIME 01 00 l) March 24 2009 4 07 23 PM 1pangrle GREG 360 204 3072 AIRSEAL AFTERNOON r L THE KN TELECTRICAL BOX LEFT OF THE FRONT DOOR BL3 02 3/25/09 BLDGFRAMINGTIME01 00 it March 24 2009 4 06 15 PM 1pangrle GREG 360 204 3072 FRAMING AFTERNOON THE KEY IS IN THE ELECTRICAL BOX LEFT OF THE FRONT DOOR COMMENTS AND NOTES PREPARED 3/11/09 9 10 34 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/11/09 ADDRESS 123 W 7TH ST SUBDIV TENANT NBR EDWARD A HOPFNER CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER EDWARD A HOPFNER PHONE (360) 457 7643 PARCEL 06 30 00 0 1 6575 0000 APPL NUMBER 08 00001529 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 3/11/09 JLL PLUMBING ROUGH IN ' [ MIK11 2009 9 05 09 AM 1pangrle � MIKEE 775 1914 ROUGH IN PLUMBING COMMENTS AND NOTES PREPARED 3/03/09 9 52 50 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/03/09 ADDRESS 123 W 7TH ST SUBDIV TENANT NBR EDWARD A HOPFNER CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER EDWARD A HOPFNER PHONE (360) 457 7643 PARCEL 06 30 00 0 1 6575 0000 APPL NUMBER 08 00001529 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 2/13/09 JLL BLDG FOUND FTG/STEM WALL 2/13/09 AP February 13 2009 8 40 27 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL February 13 2009 3 26 00 PM jlierly 20 ft ufr ok BL3 01 2/25/09 PB BLDG FRAMING TIME 09 00 2/25/09 AP February 25 2009 8 29 05 AM 1pangrle ' JOHN 360 649 1224 UNDERFLOOR FRAMING PREFERS A MORNING INSPECTION February 25 2009 4 22 26 PM pbarthol "�- BLHD O1 3/03/09 BLDG FRAMING HOLD DOWNS March 3 2009 9 00 48 AM 1pangrle---- HE pangrle HE DIDN T LEAVE HIS NAME 649 1224 HOLD DOWNS BL9 01 3/03/09 JAL ^ BLDG SHEARWALL `(\�/of)- March 3 2009 8 59 58 AM 1pangrle HE DIDN T LEAVE HIS NAME 649 1224 EXTERIOR SHEARWALL NAILING ( `' COMMENTS AND NOTES l/ PREPARED 2/25/09 8 40 36 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/25/09 ADDRESS 123 W 7TH ST SUBDIV TENANT NBR EDWARD A HOPFNER CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER EDWARD A HOPFNER PHONE (360) 457 7643 PARCEL 06 30 00 0 1 6575 0000 APPL NUMBER 08 00001529 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 2/13/09 JLL BLDG FOUND FTG/STEM WALL 2/13/09 AP February 13 2009 8 40 27 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL February 13 2009 3 26 00 PM jlierly 20 ft ufr ok BL3 01 2/2�5�/09 JLL_ n BLDG FRAMING TIME 09 00 February 25 2009 8 29 OS AM 1pangrle JOHN 360 649 1224 UNDERFLOOR FRAMING PREFERS A MORNING INSPECTION COMMENTS AND NOTES r ELECTRICAL PERMIT CITY OF PORT ANGELES a 360-417-4735 Application Number 09 00000150 Date 2/17/09 (1� Application pin number 617850 vv Property Address 123 W 7TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 1 6575 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 0 Application desc 2296sgft HOME Owner Contractor Getchell Duane SEQUIM VALLEY ELECTRIC N 1241 E 7th ST 2915 REGENT ST PORT ANGELES WA 98362 SEQUIM WA 98382 (360) 452 4454 Permit ELECTRICAL NEW RESIDENTIAL Additional desc 2296 SQFT HOME Permit pin number 141697 Permit Fee 141 25 Plan Check Fee 00 Issue Date 2/17/09 Valuation 0 Expiration Date 8/16/09 Qty Unit Charge Per Extension 1 00 86 2500 ECH EL R SQFT FIRST 1300 86 25 2 00 27 5000 ECH EL R SQFT ADDITIONAL 500 55 00 Special Notes and Comments February 17 2009 11 53 13 AM banders Brian 417 4708 OK Fee summary Charged Paid Credited Due Permit Fee Total 141 25 141 25 00 00 Plan Check Total 00 00 00 00 Grand Total 141 25 141 25 00 00 INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH SERVICE ROUGH IN 3 ' FINAL 6 D COMMENTS Signature of owner or Electrical Contractor X Date PREPARED 2/13/09 8 44 18 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/13/09 ADDRESS 123 W 7TH ST SUBDIV TENANT NBR EDWARD A HOPFNER CONTRACTOR HI LINE HOMES PHONE (253) 840 1849 OWNER EDWARD A HOPFNER PHONE (360) 457 7643 PARCEL 06 30 00 0 1 6575 0000 APPL NUMBER 08 00001529 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW 01 2/13/09 fthD BLDG FOUND FTG/STEM WALL 301 February 13 2009 8 40 27 AM 1pangrle JOHN 461 3220 FOOTING STEMWALL COMMENTS AND NOTES ' 1 V� Cy° S � w City of Port Angeles Permit Application ,q ` �e nr ,ylF� Building DlvlsionlElecbicol Inspections . 321 East FIM Street-P.G,box 1190 Port Angeles Washington,88364 �f ` Ph:1360)417.41 Fax:(3t;0)417.4711 date: 3 ,21&2 Single Family Dwelling O, MultWamily or Commerdar Commercial Addition!Alteration 1 Remodel I Repair= l `Plan Review May Be Required,PleiW a Electrical Plan Review Information Sheet (� Job Address: � . Building Square Footage: 22910 Description of above lr-,(U jjjCDAlSrtgjrrfoAl z2gL Owner Information Contractor Information Name: AWt y6MVY C Name: .E • (&M IIA1146Y ligeMIC Mailing Address: / Mailing Address' // W-W E" City:PAi'.Y G State: Im: 3 :� Ciry lh State: GV Zip:� Phone: t-T-1.�.�.,`�Fax Phon 3G© —.� g ax: — G License#/Exp._ License#!Exp. t t 11"`ifi 2.. Unit Chao Ch TOW(Gifu Multiplied by Unit Charge) $ 93.75 $ ServicalFeeder 200 Amp. $113,75 $ ServicelFeeder 201400 Amp. $160.00 $ ServicelFeeder 401.600 Amp. $205.00 $ Servica/Feeder 6014000 Amp. $291.25 $ ServicalFoeder over 1000 Amp. $ 2.00 $ Branch Circuit W/Service Feeder $ 57.50 $ 13ran0 Circuit W/O Service Feeder $ 2.00 S Each Additional Branch Circuit $ 72,50 $ Temp.Service/Feeder 200 Amp. $ 8625 $ Temp.Service/Feeder 201400 Amp. $116.26 $ Temp.Service/Feeder 401.600Amp. $131.25 $ Temp,Service/Feeder601-1000 Amp. $ 75.00 $ Portal to Portal Hourly $ 69.00 $ Sign) ince lighting $ 75.00 S Signal CircutU limited Energy Commardal $ 50.00 $ Signal Circuit)limited Energy 18 2 Family Dwelling $ 50.00 $ Signal Circuit/limited Energy-Multi-Family Dwelling $ 93.75 $ Manufactured Home Connection $ 50,00 $ Renewable Electrical Energy 5KVA System or less $ 8625 / $_ x.25 First 1300 Square Ft, $ 27.50 2. $ 5 6 Each Additional 500 Square Ft or Portion of $ 57.50 $ Each Outbuilding or wed Garage $ 86.25 $ Each Swimming Pod or Hot Tub $ 43.75 $ Thermostat : Total owl+ersscleliWbyRCW.19.28.2t41.(1)O w woac ffdostructr+relbrnr pm after&&e18dftdP~istsnvea(I)ft srfsrequindsuNman elem?kW contmactarffWve sefdprop&Vls lbrs^rantorhow After reading tis above sfatsment,I hereby ce ft that 1 am the owner oftbe above named property or a licensed electrical contractor.l am malong the electrical Installation or attwMon in compliance with the elecMW laws,RRC. RCW.Chapter 19.28,WAC Chapter 286.488,The City of Port Angeles Municipal Code,and Milk Specifications. Signature of owner,electrical contractor or electrical administrator 0 Cash d Ctreck ' 0`°°0 '4 "0 CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 08 00001529 Date 12/31/08 Application pin number 065438 Property Address 123 W 7TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 1 6575 0000 Tenant nbr name EDWARD A HOPFNER Application type description RES NEW SFR Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 152728 Application desc 2 STORY SFR 1768 SQ FT W/204 SQ FT COVERED PORCH Owner Contractor EDWARD A HOPFNER HI LINE HOMES 1234 E 6TH ST 11306 62ND AVE EAST PORT ANGELES WA 983626623 PUYALLUP WA 98373 (360) 457 7643 (253) 840 1849 Other struct info TOTAL t LOT COVERAGE 1 00 NUMBER OF STORIES 1 00 LOT SIZE 7000 00 TOTAL LOT COVERAGE 1 00 NUMBER OF UNITS 1 00 Permit SANITARY SEWER HOOK UP Additional desc RECONNECT AT PROPERTY LINE Permit pin number 139501 Permit Fee 120 00 Plan Check Fee 00 Issue Date 12/31/08 Valuation 152728 Expiration Date 6/29/09 Qty Unit Charge Per Extension 1 00 120 0000 EA SAN SEWER HOOKUP 120 00 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background December 31 2008 10 39 31 AM sroberds The proposal is a new 1768 sf residence in the RS 7 zone for total lot coverage of 20% No land use issues are anticipated December 17 2008 10 47 27 AM banders Brian 417 4708 Must install a 5 mast if current service location on garage is used Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Re use existing water meter Building water line connection to water meter requires a Building Division inspection prior to back fill of ditch Other Fees STATE SURCHARGE 4 50 Separate Permits are required for electrical work,SEPA,Shoreline ESA,utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection 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 state or local law regulating construction or the performance of construction. it 2— —O$ Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T\Policies\1102 15[10/081 PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND 4CCEPTED POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE-DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T\Policies\1 102 15[10/08] CITY OF PORT ANGELES PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 08 00001529 Date 12/31/08 Application pin number 065438 Fee summary Charged Paid Credited Due Permit Fee Total 120 00 120 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 124 50 124 50 00 00 Separate Permits are required for electrical work,SEPA,Shoreline ESA,utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection 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 state or local law regulating construction or the performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T\Policies\1102 15[10/08] PERMIT INSPECTION RECORD I CALL 417-4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL 4NY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE- SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED Y ES NO CONSTRUCTION R W /PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T-\Policies\1102 15[10/08] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 f Application Number 08 00001529 Date 12/31/08 Application pin number 065438 Property Address 123 W 7TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 1 6575 0000 Tenant nbr name EDWARD A HOPFNER Application type description RES NEW SFR Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 152728 Application desc 2 STORY SFR 1768 SQ FT W/204 SQ FT COVERED PORCH Owner Contractor EDWARD A HOPFNER HI LINE HOMES 1234 E 6TH ST 11306 62ND AVE EAST PORT ANGELES WA 983626623 PUYALLUP WA 98373 (360) 457 7643 (253) 840 1849 Other struct info TOTAL t LOT COVERAGE 1 00 NUMBER OF STORIES 1 00 LOT SIZE 7000 00 TOTAL LOT COVERAGE 1 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc 2STRY SFR 1768SQ W/204SQ PORCH Permit pin number 139030 Permit Fee 1317 05 Plan Check Fee 526 82 Issue Date 12/31/08 Valuation 152728 Expiration Date 6/29/09 Qty Unit Charge Per Extension BASE FEE 1020 25 l 53 00 5 6000 THOU BL-100 001 500K (5 60 PER K) 296 80 /1 Permit MECHANICAL PERMIT Additional desc /n Permit pin number 139055 /� I Permit Fee 244 90 Plan Check Fee 00 Issue Date 12/31/08 Valuation 0 V '7 Expiration Date 6/29/09 / Qty Unit Charge Per Extension BASE FEE 50 00 5 00 7 2500 ECH ME VENT FAN 36 25 1 00 10 6500 ECH ME OTHER APPL NIR 10 65 10 00 14 8000 ECH ME INSTALL FLOOR/WALL FURNACE 148 00 Permit PLUMBING PERMIT Additional desc Permit pin number 139063 Permit Fee 163 00 Plan Check Fee 00 Separate Permits are required for electrical work, SEPA, Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection 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 state or local law regulating construction or the performance of construction. t2-3A0 V - Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Fonns/Building Division/Building Permit Y BUILDING PERMIT INSPECTION RECORD L� — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs) PLUMBING Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL. Walls Ceiling FRAMING Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES ,Footing/Slab 113locking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parking/Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction R W PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T.Forms/Building Division/Building Permit " CITY OF PORT ANGELES M �1 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST STH STREET PORT ANGELES WA 95362 r Page 2 Application Number 08 00001529 Date 12/31/08 Application pin number 065438 Issue Date 12/31/08 Valuation 0 Expiration Date 6/29/09 Qty Unit Charge Per Extension BASE FEE 50 00 12 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 84 00 1 00 7 0000 ECH PL- EA INSTALL WATER PIPE 7 00 1 00 15 0000 ECH PL- EA BLDG SEWER 15 00 1 00 7 0000 ECH PL- EA WATER HEATER 7 00 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background December 31 2008 10 39 31 AM sroberds The proposal is a new 1768 sf residence in the RS 7 zone for total lot coverage of 20t No land use issues are anticipated December 17 2008 10 47 27 AM handers Brian 417 4708 Must install a 5 mast if current service location on garage is used Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Re use existing water meter Building water line connection to water meter requires a Building Division inspection prior to back fill of ditch Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 1724 95 1724 95 00 00 Plan Check Total 526 82 526 82 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 2256 27 2256 27 00 00 Separate Permits are required for electrical work, SEPA, Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void ifwork or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for aperiod of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection 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 state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:FonnsBuiIding Division/Building Pennit M BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- , Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED —� POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs) PLUMBING Under Floor/Slab Rough-in Water Line(Meter to Bldg) , .l Gas Line V" Back Flow/Water FINAL Date Accepted byTu— AIR SEAL. 3_ PA Walls Ceiling FRAMING Joists/Girders/Under FI o Shear VVa:lZf Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION o /� Slab V 1 Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney //' /� —y—/ Commercial Hood/Ducts FINAL Date (OA-d Accepted by d MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By t/j Electrical 417-4735 V Construction R W PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit NRr,� BUILDING PERMIT APPLICATION Print in ink �s .* CITY OF PORT ANGELES11-t �'� � For City Use Only- Attn. Building Permit Technician peX 4.." ;arl�rlr 321 E. Fifth St. Port Angeles, WA 98362 Date Received/a i5'a , (360)417-4815 fax(360)417-4711 23� Permit# o� -i Date Approved Applicant or Agent Ph ne 45- 52z".,�:i Property Owner �, Phone S-1 -t La 4 Property Owner's Address t7,34 �,arsz �7-r�6 , ��• �� A 9�b3Co2 Contractor/Engineer "\L_%-3 f, �,,,,��s Phone 2.53 $moo k4!G t_o or Contractor/Engineer's Address tk3oc,, Co2�o A� Puy�� vJj�, License # Ik1t_t amt `183t3p Expires o5 E-mail PROJECT ADDRESS Parcel Number 0Q03o=0 Lot k c 3 Zoning Proiect Type&Brief Description: KResidential ❑ Commercial ❑ Multi-family ❑Industrial Check all that apply Ri New Construction 4�4 ❑Addition ❑ Remodel ❑ Repair ❑Re-roof ❑ Demolition ❑ Heat System ❑ Heat pump ❑wood-burning stove ❑gas fireplace ❑ pellet stove ❑other ❑Other Floor Areas Existing(so.ft.) Proposed Ism ft.) Basement @$ per sq.ft. =$ 1s`Floor gg,4 IFDS- — Ep- 2"d Floor , Td Floor —P Garage coo Carport Covered Porchzoo} 2^ Deck S )44 Shed Other TOTAL VALUATION $ 07"_�L 4 S Total footprint of structures l!A%I S sq. ft. `" Lot size `�n1 sq.ft. = Lot coverage ZLj % '0,I Max. height of proposed structures 3 rL ft. Occupancy group #of bedrooms Will a lawn sprinkler system be installed? r..to Occupant load #of full baths Will a fire sprinkler system be installed? _n Construction type #of half baths I have read and completed this application and know it to be true and correct. /am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date 12�OS Print Name v A+JtL C��z c tom. Signature' s PRESCRIPTIVE APPROACH-SIMPLE FORM _ For the Washington State Energy Code(2006 Edition) Climate Zone 1 COY MWERN ENT Site Information. Building Department Use Only- Lot: k-,s S Permit# 0 $-- 15? Address. \ y lz S'z �I;��- Notes city- State Zip 01$?-k,_)2- Contact: y16L-tdk4k,&_: Phone L1Cpb Zg4'S Phone 2 2--tAZ. FAX. Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing U-Factor Door Wall Will Wall Vaulted 'Interior ': Exterior Slab on Option Area%of U- Ceiling Above Floor Floor `Vertical Overhead :Factor 'Ceiling Grade Below Below Concrete Grade Grade Unlimited Group R 3 IV and R-4 035 058 0.20 R 38 R 30 R-21 R-21 R 10 R-30 R 10 Occupancies Only This Project complies with the following: The project is a single family residence or duplex. The project is a wood frame OR all of the insulation is interior or exterior of the framing All building components meet the requirements listed above The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. ❑ 602.6 Exception 2. One unlabeled or untested exterior swinging door 24 sq.ft. or less, may be installed per unit for ornamental,security or architectural purposes Location of the door taking this exception. ❑ 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U factor listed above. Location of the door(s)taking exception. Type of Heat Source: &_�z_ —M ` 011Z CCL m--l5 -D8 T:Forms/Building Division/Prescriptive Approach-Simple Form r W2 f042 y � r 138- �` .616 f � J '126 (4� r ;tis re '133, 1� 123 fa 119 / 136 141 t f Q � i r O �q ga�a� E s I o i sLf Qybre cath tz-► oy- Q so' s 672 , \�.f~-.^/^-_-- / • 47 616/ / / / • / 138 / '0 6, d 44 • ;%' / 148 '.3 10.1 / 116. 123 ti 119, / ,38 120 � 1 a i 3� i ( S I 0 �e L 2r C7 S-0 so' S CBTY QF PORT ANGELES—Conseruciion Clens The issuance of this permit based upon these plans,specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors said p!- specifications and other data, or from preventing building operations being carried on thereunder when in variation of all rod4s and ordinances e) this jurisdiction- .IT Approval Dale DEC/15/2006/MON 02 42 PM DEPT OF C0MNI DEV FAX No 3604174711 P 002 PCre .electrical Service Information Form u '�1 Public Works Engineering Department(360)A17-4700 Ploosa complete and return to Pubi/•e Works Engineering Department A. . . rima—tion - 7permanentserllce1 Name: Name apd address of party Street responsible for permanent City I State 1 ZIP: -c A q Z service billing? !laytime Phone: 1 '10Nome Phohe: it Contact InforMatioll (if otherth-an above) Site contact: Name:��a.,.� � Title: y Daytlme Phone: Z9 Contractor- Name: Company- Daytime om 9n -Daytime Phone: Electrician: Name, D G - ,t¢�LCompahy Daytime Phone: Excavator Name: -r ,� :orn an - Da Ime Phone- Project Ty.- C Single-family residence ❑Multi-famlly residence;#of units Commercial ❑Subdivision;#of lots ❑Overhead service ❑General service ❑Underground service ❑Other; Projpr-t information Street address/lot number. Nearest cross street Desired connection date. 12.3\ •7_oc�d Electrical transformer serving DroDerty is: on a pole ❑ on the around Electrical Load Totals uare footage. -kLg Main disconnect size. pC � amps Voltage. 20/240 1ph E1120/208 3ph C1277/400 3ph 80120/240 3ph ❑4130 3W 3ph ❑ Other Standard residential loads(Lighting, refrigerator dishwasher washer) Check all that apply- A/C (_FLA) CK Range/Oven 1:1Hot Tub Clothes Dryer XHeatinq ❑Pumps L_Hp) Water Heater ❑Elevator(—Hp) ❑Other Supportinq Documentation Please provide a copy of the following: "Detalled plot plan (,dwg or Axf format mandatory for subdivisions). 'Electrical one-line drawing showing the service entrance panel and location. `Connected load data. *Size and locked rotor amps of all motors over 50h13 [Applicant's Signature. -- Date: 1Z 19- 20CES MAIL OR DELIVER COMPLETED FORM TO 321 E ETH STRI=E i PORT ANGELES WA 98362 FAX TO. 360-417-4709 EMAIL. rlarson@cityofpa.us EMAIL, banders@cityofpa.us WS Information form ' ^d-\PWK$\JGHnENGFk4C)Ilglneis\!nrorm3tlon form Revieed 4.17.06 7nni7nnlTl�i' IV) S7SD/4e09c Xd8 LT rT K IW 'ROOZ/ST/ZT FAND RAL CONSTRUCTION NOTES LATERAL DESIGN CRITERIA DESCRIPTION VALUE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: DESIGN CRITERIA OPTIONS A B C rn E E ING AND MEETING ALL LOCAL AND STATE CODE EMENTS,REVIEWING APPROVED PLANS AND COMPLYING OCCUPANCY CATEGORY 11 11 11 w 0= LL APPROVED REQUIREMENTS OF THE ENGINEER AND THE SEISMIC USE GROUP I I I E J NG DEPARTMENT MEETING ALL SAFETY REQUIREMENTS x° ANDARD SAFETY PRACTICES THAT ARE RECOMMENDED SEISMIC/VIIIND IMPORTANCE FACTOR 10, 10 1 0 $ AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES, VERIFY Mj ACCURACY OF ALL DIMENSIONS.DO NOT SCALE THE DRAWINGS. DEFAULT SITE CLASS D D D 1=0 = IF DISCREPANCIES OCCUR PLEASE CONTACT THE DESIGNER. SEISMIC DESIGN CATEGORY SDC D1 D2 D2 3:1 � 2.NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE SHORT PERIOD ACCELERATION 0 830 1 170 1 170 CONSENT OF THE DESIGNER AND BUILDING DEPARTMENT BASIC WIND SPEED MPH 85 120 110 3.THIS STRUCTURE IS ENGINEERED LATERALLY USING THE WIND EXPOSURE FACTOR C1 C D DESIGN CRITERIA SHOWN ON THE CS SHEET THIS PLAN HAS MINIMUM WIND LOAD PSF 10 10 10 BEEN DESIGNED TO CARRY ALL LOADS FROM THE ROOF TO THE FOUNDATION. MAX. GROUND SNOW LOAD (PSF) 500 300 300 04 4 FIRE BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE ROOF DEAD LOAD (PSF) 15 15 15 >_ V) WALLS AND PLATES,INCLUDING:PLUMBING,ELECTRICAL,AND EXTERIOR WALL DEAD LOAD PSF 15 15 15 Q J a MECHANICAL PENETRATIONS.FIRE BLOCK AT MIN.10 FT O.C. W HORIZONTALLY IN WALL CAVITIES. INTERIOR WALL DEAD LOAD (PSF) 10 10 10 �; MAXIMUM ROOF SLOPE 6/12 6/12 6/12 °� Ur' w 5.WHERE REQUIRED USE A MIN.OF 3000 p.s.i.CONCRETE PER W I.R.C.TABLE R402.2,INCLUDING:FOUNDATION WALLS,PORCH AND GENERAL STRUCTURAL NOTES Z W C14 z 0 GARAGE SLABS,STEPS,AND ALL OTHER AREAS THAT ARE Q Q EXPOSED TO THE WEATHER.MAXIMUM STRENGTH IS AT 28 DAYS. WIND AND SEISMIC NATURAL FORCES IMPOSED ON THIS STRUCTURE ALLOW ADEQUATE TIME FOR FOUNDATION TO SET BEFORE BACK ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND 0 �O FILLING. FASTENERS DESIGNED TO RESIST DESIGN BASE LOADS SET FORTH a. BY THE CRITERIA OPTIONS LISTED ABOVE.THE STRUCTURAL SYSTEM 6.WATER HEATER IS TO BE INSTALLED PER MANUFACTURER IS DESIGNED TO TRANSFER LOADS IN ACCORDANCE WITH THE 2008 SPECIFICATIONS,I.R.C.REQUIREMENTS,AND THE STATE INTERNATIONAL BUILDING CODE(IBC)TOA PRESCRIPTIVE ADAPTED PLUMBING CODE.TANK MUST BE STRAPPED AT THE FOUNDATION. STRUCTURAL MEMBERS NOT A PART OF THE UPPER AND LOWER THIRD OF THE TANK.AT THE LOWER STRAP ENGINEERED STRUCTURAL SYSTEM SHALL BE CONSTRUCTED IN STRAP IS TO BE 4"MIN.ABOVE THE CONTROLS,PER I.R.C. ACCORDANCE WITH THE REQUIREMENTS OF THE CONVENTIONAL CHAPTER 13 SECTION M1307.2.WHEN INSTALLED IN A GARAGE, LIGHT-FRAME CONSTRUCTION REQUIREMENTS OF 2008 IRC. ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION A MINIMUM OF 18"ABOVE THE FLOOR SLAB.MECH/PLUMBING �0',_/� DESIGN ENGINEER EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. vAHAg `-c� Op(r W�syti'Qp ABDELOUAHAB (Wahab)Abrous, Ph.D P.E. � W 7 USE 5/8"SHEET ROCK OR 1/2"SAG RESISTANT AT THE CEILING �� , C G HiLine Homes Inc. PER I.R.C.SECTION R702.3.5 AND TABLE. hr �p N O z Engineering Department 8.FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, Washington State License Number- 36110 U WINDOW SILLS,JAMBS,AND OTHER AREAS THAT WATER MAY 1 Oregon State License Number- 81419PE INTRUDE.PER THE I.R.C.INSTALL WINDOW PER MANUFACTURER X61 10� (253) 770-2244 x 132 Alternate x129 INSTRUCTIONS `?ctiy;�r a"IY '" wabrous@hilinehomes.com �NAli.t�' 9.PROVIDE A MIN.22x30 ROUGH OPENING FOR ATTIC ACCESS W/ DRAWING INDEX TIGHT FITTING,SELF CLOSING DOOR THAT IS BACKED WITH EzPtAEs r? l o HILINE HOMES INSULATION. ARCHITECTURAL STRUCTURAL 11306 62ND AVENUE S1 FOUNDATION PLAN PUYALLUPWA,98373 CS COVER SHEET 10.NAIL ALL TOP PLATES TOGETHER W/10d NAILS @ 12"O.C.AND (253)770-2244 ext 129 AT SPLICES W/10d NAILS @ 6"O.C.LAP SPLICES A MIN.OF 48" Al FLOOR PLAN S2 SHEARWALL PLAN TYPICAL Al-1 UPPER FLOOR PLAN S3 ROOF FRAMING PLAN PLAN. 1768bng 11 ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A (2 STORY PLANS) S4 STRUCTURAL DETAILS DATE. 10/06/08 MIN.20" x 24"OPENING NOT LESS THAN 5.7 SQ.FT �;� A2 SECTIONAL PLAN S5 STRUCTURAL DETAILS JOB* 10505014 NE A3 ELEVATION PLAN (WHERE REQUIRED) 12.SEE THE E1 SHEET FOR EXHAUST FAN,SMOKE DETECTOR, H O M E 5 A4 ARCHITECTURAL DETAILS AND ELECTRICAL FIXTURE LocarioNs. A5 TALL FOUNDATION DETAILS ELECTRICAL C www Hgt2Homes.com copyrighht 2005 HiLine Homes A6 CABINET PLAN E1 ELECTRICAL PLAN J © 0 FRAMING NOTES 1 SUB-CONTRACTOR IS RESPONSIBLE FOR N E THE FOLLOWING.VERIFYING AND MEETING ALL ' 0 . LOCAL AND STATE CODE REQUIREMENTS, w34'-0' E REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED 2 4 o REQUIREMENTS OF THE ENGINEER AND THE 7'-0" 11-2" 64 9' 10" e R BUILDING DEPARTMENT MEETING ALL SAFETY 60 610 S.G.D A lmp = a REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR S.G. 40 36 HS ® $O REQUIRED BY STATE AND LOCAL _ SR*gl WH I AUTHORITIES, VERIFY ACCURACY OF ALL 1 GA i iN DIMENSIONS. DO NOT SCALE THE DRAWINGS. KITCHEN R�r��i 4-42" IF DISCREPANCIES OCCUR PLEASE CONTACT 42-1/4"HALF 1d5 _ Q J� THE DESIGNER. WALL RANGE 6 = DINING RM W/HOOD 2 + N 2. NO CHANGES ARE TO BE MADE TO THE PLAN O (VTO) - WITHOUT THE CONSENT OF THE DESIGNER o d "•u" a jR Fj 2a N cv AND BUILDING DEPARTMENT "' `~ UP I l �- O M 28 rn 3. FIRE BLOCKING IS REQUIRED AT ALL o �� 4'- 2" 3'-52" 5'-52 4' 2" o Q J Q rn PENETRATIONS AT THE WALLS AND PLATES, co co W I=- � INCLUDING: PLUMBING,ELECTRICAL,AND _t` W � MECHANICAL PENETRATIONS.FIRE BLOCK AT c 8"x24" -cM (�od w w Lo `r N RAW o LIVING RM LL! MIN. 10 FT O C. HORIZONTALLY IN WALL co CAVITIES. i 1 1 13'-3" Z Uj 04 Z 3=5-" 17'-32 Q Q v 3 : 2 2 4 USE 5/8' SHEET ROCK OR 1/2"SAG DEN 2° 0 O RESISTANT AT THE CEILING PER CBRSC b o_ SECTION R702.3.5 AND TABLE. ENTRY 6 5. PROVIDE A MIN.22x30 ROUGH OPENING FOR (�, 2 3° f ATTIC ACCESS W/TIGHT FITTING,SELF CLOSING DOOR THAT IS BACKED WITH ® 50 50 HS 2 5 FIX 50 50 HS INSULATION. o 1 8" G. COVERED A to J PORCH 6. UNLESS NOTED OTHERWISE,NAIL ALL TOP 6'-6" 6'-9' 5'S' 8' 10' 6 PLATES TOGETHER W/10d NAILS @ 12' O.C. AND AT SPLICES W/10d NAILS @ 6' O C.LAP �/ O z SPLICES A MIN.OF 48' TYPICAL,NAIL ALL / BOTTOM PLATES TO FLOOR SHEATHING AND 4x4 POST J O J MUDSILL W/(2)10d NAILS EA.STUD BAY NAIL ALL O S.B.SHEATHING W/8d NAILS @ 6' O C. 11 3" 11-6" 11 3" ` : I EDGE AND 12' O C. FIELD EXTERIOR STUDS LL MUST BE SPACED AT 16' O C. 7 CABINET PLUMBING FIXTURE,AND DOOR ROUGH OPENINGS ARE CRITICAL DIMENSIONS. AREA SUMMARY TAKE CARE TO VERIFY THAT THESE DIMENSIONS ARE FRAMED ACCURATELY MAIN FLOOR AREA 884 SQ.FT UPPER FLOOR AREA 884 SQ.FT 4 .�,�5 ` HILINE HOMES 8.SEE THE S2 SHEET FOR ALL SHEARWALL TOTAL FLOOR AREA 1768 SQ.FT � �G �d11 ur�` O� 1130662ND AVENUE PLACEMENTS AND REQUIREMENTS. I-GARAGe <_ QX P Y►� "fib` PUYALLUP WA,98373 SHEARWALL DETAILS MUST BE FOLLOWED PORCH 198 SQ.FT � }rj4t?�� (253)770-2244 ext.129 p�a1ve EXACTLY NOTIFY THE DESIGNER OF ANY Q =HOSE BIB PLAN 1768bn DISCREPANCIES OR CONCERNS. S.G. =SAFETY GLAZING DATE. 1768bn8 9. REVIEW APPROVED PLANS AND DETAILS JOB#' 10505014 PRIOR TO STARTING FRAMING WORK.CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING,SHEATHING,AND ANCHOR ATTACHMENTS. FLOOR PLAN Al 1/8' = 1-0" 'L i UPPER FLOOR FRAMING NOTES 1 EXTERIOR WALL HEADERS BELOW UPPER FLOOR FRAMING ARE N TO BE 6x10 D F #2 U.N.O INTERIOR WALL HEADERS BELOW UPPER 5 FLOOR FRAMING ARE TO BE 4x8 D F #2 U.N.O. ' w 9 g BEAM LEGEND(USE D F #2) m 2. ALL MULTIPLE JOISTS @ HEADERS SHALL BE FABRICATED WITH ff14'=-- 0 6 x 8 4 x 10 E WEB FILLERS(IF APPLICABLE)AND GLUED 8 NAILED PER JOISTS B_12'=H,M 12'=1 c8 MANUF JOISTS SHALL BE SUPPORTED LATERALLY AT EACH LOAD D,E 12'=N,0 12'=J BEARING SUPPORT U.N.OG 6'=P 12'=K ��0 = 3. FRAMING CONNECTORS SHALL BE 'SIMPSON STRONG-TIE' (OR) AN APPROVED EQUIVELANT U.N.OI 34'-0" 4 STACK-FRAME FIRST FLOOR INTERIOR WALLS @ 19.2"O.C.FOR11 102" 9'2" 6'S122" 6'-s" ELECTRICAL, PLUMBING,AND HVAC. s'- A 5. PROVIDE 22"x 30' ROUGH OPENING ATTIC ACCESS WITH TIGHT 0 o2 s 10"FITTING,SELF-CLOSING DOOR.DOOR SHALL BE BACKED WITH 50 40 HS 11 7: _ INSULATION IF LOCATED ABOVE HEATED SPACE.VERIFY ACCESS N LOCATION WITH CONTRACTOR. 5'TUB/ o }' m §HWR. 0 Aol rn 2'-0" 3 � Q J Q _ = BATH > N OFFSET OFFSET � ATH WAC � 24 W� vi`° 2'-0" o ® 1 10' LIN. - BDRM 3 � 2 ui w OFFSET (� _j t 2 TRIMMERS ® A _ 114 'I"JOISTS ` x l 20 " Z N (D C) @ 19.2"0 C. 20 0� 1 W Z i START POINT 24 C° 2a �� 3-52 I 26 5a CHASE j Ur (o G 0! ATTIC _ I� O � O i 1 I ( 6-02L272" ACC. iv co d O TUGS i II 5o N I 0 A�BEARI I I r5' 1 3/4 x 11 7/8"TIMBER STRAND MSTR. BDRMINJOI 1 EALSL 1 2 5'-0" 2'-8'3—' f° i I ( � I ON AM fit ATTACH WALL TO FLOOR I BDRM. 2 t I I i N H I DOUBLE STUDS FRAMING W/2x CUT INTO L.L ( \ _i 42-1/4"HALF- O ` ( FOR LOAD BEARING FLOOR SHEATHING AND 8` .F'#2 I — ! -- WALL + I� I ATTACHED TO JOIST I I I II ! IMBER STRAN 2s O 1 3/4 x:11-//8"a I TY CAL ! z i IMBER S�RANDI " I i Q i 50 40 HS 5040 HS 50 40 HSLL I ISL I , 111 7/>' " JOfSTS @ 19. O+.C. i S.G. 1 1 A ��// J 6'-6" 6'-9" 3'-9" 4-02 6'S2 0L I ! I ! I ! I I ! 34-0" i B I ' 2TRIMMERS 2TRIMMERS UPPER FLOOR PLAN 1-3$' 1 32 q HILINE HOMES 1/8"=1-0" 11306 62ND AVENUE OFFSET OFFSET PUYALLUP WA,9a373 (253)770-2244 ext.129 PLAN 1768bng UPPER FLOOR FRAMING DATE. 10/06/08JOB#* 10505014 1/8*=V-0" UPPER FLOOR PLAN Al-1 ROOF SHEATHING REQUIREMENTS MIN.ROOF MATERIALS: --- ATTIC ROOF VENT JACKS: COMPOSITON SHINGLES 64 SQ.INCH EACH.TO BE INSTALLED Ground snow load CLASS'B' 15#FELT OVER AT 1 FT FROM THE RIDGE.(OPTTIONAL MAX.40 psf MAX.70 psf Beyond 70 psf APA RATED 24/0 INSULATION BAFFLE RIDGE VENT PER CONTRACT) N 7/16"O.S.B. 15/32"O.S.B. 5/8"O.S.B. SHEATHING. (1 AIRSPACE) �� ' u E \ MFG.PRE-ENGINEERED NOTE. 2x VENT BLOCK ---- ROOF TRUSSES @ 24"0 C. w d HALF WALL OR SOLID WALL 00000000 t It m 8 STAIRWAYS SIMILAR. PROVIDE c HANDRAIL MIN.(1)SIDE. TYPICAL 1 �`� �- R-38 INSULATION 5/8"G.W.B.(OR)1/2" ,_p = MIN.CLEAR WIDTH AT AND EAVE END%4 ��—" SAG RESISTANT $ BELOW THE HANDRAIL HEIGHT LIPS H-1 (OR) (I.R.C. R702.3.5) O CLIPS H-1 (OR)H-2.5A UP TO �_ INCLUDING TREADS AND 85 mph,EXPOSURE'C' H-10 TYPICAL INTERIOR WALL. LANDINGS,SHALL BE 312"MIN. TYPICAL EXTERIOR WALL. - ,� ONLY BEYOND 85 mph. (2)2x4 TOP PLATES OVER •-dao 2x6 TOP PLATES OVER 2x6 2x4 STUDS @ 19.2"O.C.W/ 27"WHERE HANDRAILS ARE STUDS @ 16"0 C.OVER 2x6 -R-21 INSULATION W/VAPOR 2"G.W.B.EA.SIDE OVER A PROVIDED ON BOTH SIDES BOTTOM PLATE OVER r' BARRIER PAINT OVER 2x4 BOTTOM PLATE STRUCTURAL RATED 3/4" =� SHEET ROCK SHEATHING. / i17/8 "1" 3/4 T&GSUB-FLOORING. LEDGER JOISTS MATCH HOUSE - / 4 CONNECTION 19.2' O C. NAILED / NAILEDAPA 1�41 000) TED 48/24 GLUED 8 = I C14 AVE ELEVATION 42' MAX. !' W f-HANDRAILBEAM BEA 11"-21 \ / PLAN PER 4 TYP FLOOR TO FLOOR 5/8"G.W.B.(OR)1/2' —� TYPICAL EXTERIOR 0 U U j w U- a _ f _ WALL. ; W Sj CONNECTION SAG RESISTANT QT (I.R.C. R702.3.5) 2x6 TOP PLATES OVER Z W, Z4x4 POST 2x6 STUDS @ 16' 0 C. Q Q TYPICAL INTERIOR WALL. — OVER 2x6 BOTTOM D I- O Q RISER (2)2x4 TOP PLATES OVER ��aD PLATE OVER 0O LU R-21 INSULATION W/VAPOR 2x4 STUDS 19.2"0 C.W/ 1- PATIO OR DECK-� °� � STRUCTURAL RATED d 0o F_ BY OWNER r BARRIER PAINT OVER 2' G.W.B.EA.SIDE OVER 3/4 SHEATHING.WRAP w MAX.7-3/4 r SHEET ROCK 2x4 BOTTOM PLATE HOUSE W/AN 00 THRESHOLD TO F_- w r— R-30 FLOOR INSULATION 3/4"T&G SUB- - - APPROVED WATER 41 MAX. LANDING j 9-1/2""I" � U) �7' MIN 2 FLOORING.APA RATED\ = RESISTENT BARRIER M0 36' MIN . PROJECTION j = / 48/24 GLUED 8 NAILED \ / JOISTS 19.2"O.C.@ PER IRC,R703.2 TYPICAL HANDRAIL DIMENSIONS / BLACK 6 MIL.POLY VISQUEEN4 TYPICAL , I VAPOR BARRIER THROUGHOUAS4 PONYWALL z 3 CONCRETE CRAWL SPACE. I O S5 PIER PAD 0-70" ` � SECTION A-A �- I- -� MAX.VARIANCE 1/4 =1-0" �FOUNDATION U 8 FOR RISERS w � CEILING LINE vl � I TIMBER �-- STRAND NOTE. #- 2X8 LEDGER PROVIDE THE FOLLOWING CLEAR J 1/2"SHEETROCK DIMENSIONS: HEADROOM 6'-8"MIN. HILINE HOMES (3)2x12 STRINGERS TREAD WIDTH 36"MIN, 2ND AVENUE NUYA LUN WA,98373 / FIRE BLOCKING HANDRAIL HEIGHT BETWEEN 34%38' (253)770-2244 ext.129 104"TREADS RISE 73' MAX. a'-s" 8'-2z" 2x4 WALL RUN 10' MIN. PLAN' 1768bng PROVIDE HANDRAILS ON ALL STAIRS DATE. 10/06/08 NOTE. W/(3)OR MORE RISERS A SINGLE JOB#- 10505014 PROVIDE LIGHTING PER HANDRAIL IS ACCEPTABLE WHEN I.R.C.R303.6.AT TOP AND STAIRWAYS ARE LESS THAN 44 BOTTOM OF STAIRWAY WIDE.HANDRAIL SHALL BE ACCESS W/SWITCHES 1 1/2' 2' ROUND OR EQ.GRIPPING A2 AT BOTH LOCATIONS SHAPE SET MIN. 1 1/2"FROM WALL. L STAIRWAY DETAIL W/OUTS RAVERSING NTS � E : ; {-- ER MATERIAL LENGTHS- _ - - - o- = BARGE BOARD LENGTH F E PROP FLOOR f.� .....}.. ,. _.. r.... - ...}. -} � FASCIA BOARD LENGTH S --- O 2x6 BARGE BD W/1x2 TRIM a - ....... omS.G. _..__ �:._- ............ co _..---- --------- Q J JCN REAR ELEVATION ------- -- ----------- -- -- od vw J LO Lu " : — ----- ---} z W N z to �--- — ------- -----i ? ( Q 12 0,6 O - --- ------ ---- -----� o O SITE ADDRESS --- - - - 17-3W 1 TH ST PORT ANGELES, WA 98361. --------------- --- --- - - - -- -- —-- - — - - --- - --- -2x6 RAFTER RIGHT ELEVATION ,o Z 1/8"= 1'-0" O ---- ------- -------------- �4x POST Q Q -- - 47--7'AND BEAM - - -°- - r- , - ;-.- -- - -- +-: J _. ui _ GARAGE T., - — ---------- --- BEYOND -- 4D> WHT. ---- WHT. --- WHT. 1 - -- \\ -FIBERGLASS COMP LEFT ELEVATION - --- GRID ---__ RID GRID -- SHINGLES CLASS"B"MIN. 1/8"= 1'-0" S.G. 5/4 x 6 FASCIA BD -- - ---` - HI NE HOMES }. T ... `.....f.- --. �. 1130662ND AVENUE ---^- �-- 1 x 3 CORNER TRIM -- -� \� - PUYALLUP WA,98373 r -r- ;--?- - j.' -- (253)770-2244 ext.129 HORIZONTAL SIDING -- \~ 1:113 -_ .__-_TGR -__.__._ PLAN. 1768bn NOTE. WHT DATE. 10/06/08 ADDRESS MUST BE LOCATED FINISHED GRADE BY --� \ __ GRID _ 00 ON THE HOUSE WHERE IT IS EASILY OWNER SHALL SLOPE �\ --_ _ S.G JOB#' 10505014 -- SEEN FROM THE MAIN ACCESS ROAD AWAY FROM BUILDING 6' --- - -- ----- --- 10 ---- --— --- (OWNER RESPONSIBILITY) IN 10'-0' MIN. - -- - - -- -- 4x4 POST- FRONT ELEVATION A3 1/8' = 1-0" LAP ROOFING PAPERS NAIL ROOF SHEATHING W/ OVER THE GUTTER i 8d COMMON NAILS @ 6' O C ,\ MANUF TRUSSES EDGE AND 12' O C FIELD � li @24 OC. i MANUF TRUSSES W 2x VENT BLOCKING —; @24 OC \ \� E o \ =N W/BORED HOLES & INSECT SCREENS VENT BLOCK-- NAIL W/8d NAILS f ! ` INSULATION - o J @6' O C THROUGH I CONT BEHIND _ $ I f I ----- \ 'T' WALLS. NAIL BLOCK TO I z O ROOF SHEATHING. ` — � i TRUSS CHORDS 2X4 STUD — (INTERIOR WALL) r" "SIMPSON 'H"CLIPS J PER S3 SHEET FILL (2)2x6 TOP PLATES `-= ALL NAIL HOLES. 2x6 DRYWALL N BEND TO CLEAR O.S.B WALL SHEATHING --- -- BACKER 000, BOTTOM CHORD 16'±TRUSS NAIL W/8d COMMON NAILS ----- 2x STUD @ 16' O C. Q J= N (WHERE REQUIRED) TAILS @6"O C. EDGE AND 12' O C. W►- (2)2X6 PLATES —� FIELD U.N O 16'60 C.STUDS @ oa C.)w us � v EXTERIOR WALLS Z W N z M EAVE END DETAIL SHEATHING DETAIL INTERIOR WALL DETAIL 1 TYPICAL NTS TYPICAL NTS TYPICAL NTS J W � JOISTS@ - - CONTINUOUS w TRIMMER 19.2' O C 2 x 4 PLATES = Q \ U N O PONYWALL -7 0 � / Q \ BUILT UP J HILINE HOMES 11306 62ND AVENUE HEADER _ z PUYALLUP WA,98373 co � (253)770-2244 ext.129 24 PLAN 1768bng MIN. DATE. 10/06/08 FOOTING JOB#' 10505014 4 CRAW�LA CCESSD ETAIL A4 TYPICAL NTS W3630L SC3630R W2430L W3014 W1530 W3612 \ 711 ! o WINDOW J 1=0 8 3:1 co 00 30' RANGE 36' REFR. 24 / \ / rrr DISH WASHER \ / \\ 04 co co 0) L24 SB36 R12 LSB36 LSB36 1.5" FILLER Bl 5R Q J Q rn W� � 04 11 -0' 9'-112 LU J v LU Z W, z � KITCHEN 2 KITCHEN o a LAV LAV LAV- LAY ElW Z \ z Q SB24 VSB39 VSB24 VDB12 VSB24 Q 24 39' 60' (, 3 POWDER 4 MAIN BATH 5 MASTER BATH HILINE HOMES 11306 62ND AVENUE PUYALLUP WA,98373 (253)770-2244 ext.129 PLAN. 1768bng DATE. 10/06/08 NOTE. JOB#' 10505014 FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATING OR PURCHASING CABINETS. CABINET ELEVATION NTS A5 FOUNDATION& FLOOR FRAMING NOTES N 1 ALL FOOTINGS SHALL BEAR ON STIFF FIRM SOIL u E MEETING THE REQUIREMENTS OF DEFAULT SITE ' w m CLASS 'D' PER I.B.0 SECTION 1613.5.2.DESIGN IS BASED ON 1500 p.s.f SOIL.CONTRACTOR MUST = VERIFY W/BUILDING DEPARTMENT THAT THESE m S 33' 11 (15"FOOTING) 9-21""1"JOISTS CONDITIONS ARE MET PRIOR TO WORK. J 16"x8"SCREENED STOOPBYOWNER @ 19.2"O.C. Iwo = MAX.7 RISE FOUNDATION , VENT MIN.36'SQUARE TYPICAL 2 A START POINT 2. ALL WOOD IN CONTACT WITH CONCRETE SHALL FOUND. S4 BE 2x HEM-FIR#2 MIN.TREATED WITH AN APPROVED I (IRC,R311.4.3) PRESERVATIVE AND GALV HOT-DIPPED y � CONNECTORS(OR)STANDARD HEM-FIR ON AN I IMPERVIOUS MOISTURE BARRIER(I.R.C. R319.1)(OR) 9-!1/2""1" JOISTS I ; BORATE TREATED HEM-FIR#2 MINIMUM. @ 19;2" C. ( i j c� I I I TYPICAL i . € 6- II VISQUI=EN VAPOR I I I 3. PROVIDE APPROPRIATE BLOCK-OUTS IN b FOOTINGS OR WALLS FOR PLUMBING&ELECTRICAL N CRAW A ESS V B RRIEF2 THROUGHO 11 STUB-OUTS. co Q'_..�TYPIdAL ' i C WL SPACE.'LAP 11 M Z SPONYW L { '� I S LIQESi 12"MIN. �1, I Z w Z 4 USE 3000 p.s.i.CONCRETE WHERE REQUIRED BY J rn �► _ L--' o a THE I.R.C.TABLE 402.2. MAXIMUM COMPRESSIVE Q J= a O `Icv I 11 1! io O STRENGTH AT 28 DAYS. uJ U- I j 13`1- !! 4 3-" $'7-! 446� a �' w `Q I 4 i 1_ 1 2 -1 ! o Z g oi'f = wlot � in N 5. FOUNDATION VENTS ARE TO BE INSTALLED AT V w J 1/300 SQ. FT PER I.R.C. SECT R408.2.VENTS ARE TO W F'-:� w Id I BE A MAX.OF 3 FT FROM BUILDING CORNERS. Z W N Z co I i c7 i ;n Q Q "� I z j i N 6. 2x MUDSILL TO BE INSTALLED FLUSH WITH THE c%�Iv I i INSUILATED D O — - I I INSIDE FACE OF FOUNDATION WALL AT JOIST p OUBLE STUDS FOR LOAD ( BEARING POINTS TO ACCEPT JOIST HANGERS. d �RAWL AOCE S / w: w ! �;:m m EARING(3)PLACES. I I VERIFY THAT THE MUDSILL IS SQUARE AT ALL TIGHT�ITTIN i m!►- m F- i DOOR �'� J ISIS BEAR ON 2 X 4 I CORNERS.ATTACH THE MUDSILL TO THE O;O Q O I io 0 p P NY WALL!OVER 12" 6", FOUNDATION WITH 1/2"x10' ANCHOR BOLTS AND C NTINUOUS FOOTIN� I 1/4'x3"x3"WASHER @ 4 FT.O.C. STOOP BY OWNER 7. WHERE 1/2' ANCHORS BOLTS ARE MISSED USE A MAX 7-'RISE, A 1/2"x 7"HILTI KB-TZ STAINLESS STEEL ANCHOR W/ MIN.36'SQUARE MIN.2' IMBED z (IRC,R311.4.3) O r.�1 r � r� 8. REBAR IS NOT REQUIRED IN INTERIOR FOOTINGS Z UNLESS IT IS BELOW A LOAD BEARING POINT OR AN J PIER 3 L -J/ L '.J L J INTERIOR SHEARWALL PER IRC SECTION R403.1.3. Q J PAD S5 24x24x12 CONCRETE 1 9.THE FOUNDATION IN THIS PLAN IS DESIGNED 0 0- PIER-TYPICAL W/4x 11 3- / PRESCRIPTIVELY BUT THE CONNECTION FROM THE z 2 11-6" 10'-9" UAHAB ��I [f� FOUNDATION TO THE MUDSILL IS ENGINEERED FOR POST AND POSITIVE 1 �O '9e CONNECTION 33-62 (15"FOOTING) ��, OF WqS�� O RESISTING LATERAL LOADS AS OUTLINED IN THE xe,��4 � N DESIGN CRITERIA ON THE CS SHEET O LL C 10. UNLESS NOTED OTHERWISE,THE FOUNDATION FOOTINGS SHALL BE A MIN. 12' WIDE BELOW 1 ONE-STORY PORTIONS OF THE BUILDING AND 15" 36110 BELOW TWO-STORY PORTIONS OF THE BUILDING. HILINE HOMES �Qt��sCj WHERE SOIL PRESSURE IS ADEQUATE PER THE 1130662ND AVENUE SSSSRPUYALLUP WA,98373 S7p1VAL BUILDING DEPARTMENT SEE FOUNDATION DETAIL 2 (253)770-2244 ext.129 ON SHEET S4 EXPIRES �S' '� f O 11 WHERE REQUIRED PER IRC R406.1 FOUNDATION PLAN: 1768bng WALLS SHALL BE DAMP PROOFED AROUND THE DATE. 10/06/08 ENTIRE PERIMETER USING A METHOD THAT IS JOB#' 10505014 APPROVED BY THE BUILDING DEPARTMENT FOUNDATION PLAN s i 1/8' = 1-0' L 4 MUDSILL J NAILING GENERAL LATERAL NOTES D 1 _IJMLr pl 1 NO CHANGES SHALL BE MADE WITHOUT THE CONSENT OF THE T71 r__d GENERAL CONTRACTOR AND BUILDING DEPARTMENT lid li , w y= IL Ji 2. O.S.B.WALL SHEATHING 7/16' MINIMUM ONLY FOR EXTERIOR E �! SHEARWALLS. NAIL SHEARWALLS PER EXTERIOR SHEARWALL =N KITCHEN DETAIL 1 ON SHEET S4 U.N.O. c S DINING RM n I�f 3. NAIL ALL EXTERIOR TOP PLATES TOGETHER WITH 10d NAILS @ 'L 12' O C. MIN.48' LAP AT SPLICES W/6' O C.NAILING.ALL EXTERIOR BOTTOM PLATED WITH(2)10d NAILS EACH STUD BAY I 4 FASTEN ALL O.S.B.SHEARWALL W/8d NAILS @ 6' O.C.EDGE AND 12' O C. FIELD U.N.O DEN 5.WHERE PLAN REQUIRES SHEATHING TO BE ATTACHED TO THE LIVING RM MUDSILL ON THE PONY WALLS PER SHEARWALL DETAILS, PONYWALL MAY BE OFFET TO ONE SIDE WHEN A 2x6 MUDSILL IS ( USED THIS WILL ALLOW FOR THE REQUIRED MUDSILL ATTACHMENT } co SEE PLANS FOR THIS REQUIREMENT 00 ENTRY W N �B --- oS 2' w r4- LEGEND U w w =SHEARWALL SEGMENT z ~N co COVERED ="SIMPSON' STHD10 HOLD DOWN PORCH SEE DETAIL 2 ON SHEET S5. Q O � d ' AI _"SIMPSON' LTT20B W/STAINLESS 1 STEEL HILTI KB-TZ ANCHOR.SEE DETAIL U 1 ON SHEET S5 I =ATTACH MAIN FLOOR TOP PLATES TO UPPER -- OVAHAB q (0/� FLOOR BOTTOM PLATE W/1/2' THREADED ROD, D �0� wn� 2' WASHER,AND NUT SEE DETAIL 1 ON SHEET S3. J ® 6 a _ a � �Q��oF yOG Q Q �r N BATH ti x Z Q i ATH ( BDRM 3 � � WIC I I _ EXPIRES 9 •7 ( O.S.B. 2x STUDS J •) U� II @ 16"O C. STOOD BOTTOM PLATE • UPR GHT II 2x MUDSILL -- --- (OR) HILINE HOMES `�`�, I 11306 62ND AVENUE MSTR. BDRM. li (2)10d NAILS EA. BLOCKED 2 3A70-2 WA,9837344 123 FF I STUD BAY I I — I BDRM. 2 8d NAILS @ 4"O C. �J PLAN 1768bng BOTTOM PLATE AND MUDSILL PRESCRIPTIVE DATE. 10/06/08 FOUNDATION JOB* 10505014 ATTACH(1)J"x 7"STAINLESS.• ' STEEL HILTI KB-TZ W/2"WASHER �J ( AND"SIMPSON' LTT20B AT EA. 1 2 END OF WALL SEGMENT TRIOR SHEARWALL SHEAR WALL PLAN � SZ 1/8"=1-0" H�I�B-ITZ ANCHOR ATTACHMENT NTS I.B.C.CASE TYPICAL 12" "SIMPSON"HURRICANE 1 ROOF RIPPED ROOF r CLIPS H-1 (OR)H-2.5A UP TO 217E LEGEND SHEATHING \ SHEATHING AT GABLE ( 85 mph,EXPOSURE'C' H-10 A SECTIONAL u E LAYOUT I ONLY BEYOND 85 mph. PLAN w 0 = CUT OUT FOR VENTING.KITCHEN=8"x8"FOR ! O HOOD VENT BATHROOMS=4"x4" AND UTILITY ; r-2 x 4 LOOK- E o ROOM=6"x6"FOR WHOLE HOUSE FAN. OUTS @ 48- 14.5" 8"145=CUT OUT 14.5"ROUND HOLE FOR MECH.VENTIL. O C. J P: ._ PLACE VENT 2 FT FROM THE RIDGE. - - P.E.TR SSSS 24"O. 1�0 = • =GUTTER DOWNSPOUT LOCATION �" ,- 4'! = FULL HEIGHT WALL FOR SHEET ROCK ATTACHMENT ATTACH WALL STUDS TO TRUSS BOTTOM CHORD W/ (2)10d NAILS AT EA.FRAMED UP STUD. i ■ =64 SQ. INCH ROOF VENT PLACED 1 FT FROM RIDGE. 1 5 I ROOF VENTS - 1114 2 _ ARE TO BE 1 FT FROM THE RIDGE. ± i1 M I N I3 J � Q >>¢ rn 11 _j 0) 1 W_� 04 04 ROOF FRAMING NOTES P.E.TRU SES 1 UI E P.E.TR SSSS 0 w L 1 ALL EXTERIOR WALL HEADERS SUPPORTING ROOF LOADS ARE TO BE 6 x 8 D.F -@ 2 i O C. @ 24 O C. @ 24 C. — Z ~N (Do #2 U.N.O.ALL EXTERIOR WALL HEADERS SUPPORTING ROOF AND FLOOR LOADS \� �•, W Z ARE TO BE 6 x10 D.F #2 U.N.O W/BOTTOM OF TOP PLATES CUT OUT AND HEADER INSET AND FLUSH TO TOP OF TOP PLATES.STRAP PLATES AT INSET CUT ! ® O Q O 2. UNLESS NOTED OTHERWISE,JOISTS AND RAFTERS ARE TO BE H.F #2 MIN. a RAFTERS MAY BE SUPPORTED BY POSTING DOWN TO FLAT BLOCKING THAT SPANS 12 A MIN.OF TWO TRUSSES. I I MAN, FRAME W/2x6FTERS i I PLAIN LP ; 3. TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE ENGINEERING _ _ _ ;_ 7 :_ DRAWINGS ON SITE FOR INSPECTION.ALL TRUSS BRACING REQUIREMENTS MUST ■ 4x1 D.F #2 <1> � 4x10 D.F #2 J i x10 p.F #q • BE INSTALLED PER TRUSS DRAWINGS.DO NOT FIELD MODIFY ANY TRUSS WITHOUT A PRIOR APPROVAL FROM THE ENGINEER AND BUILDING DEPARTMENT IF A TRUSS PORCH 5 4x4 POST SECTIONAL IS DAMAGED DO NOT INSTALL IT CONTACT THE BUILDER IMMEDIATELY FORA FRAMING 4 WI POSITIVE PLAN Z REPLACEMENT TRUSS. CONNECTION — 4 FRAMING CONNECTIONS SHALL BE 'SIMPSON STRONG TIE' (OR)AN APPROVED Q Z EQUIVALENT W � 5. PROVIDE ATTIC VENTILATION PER I.R.0 806.2.THE NET FREE VENTILATED AREA LLLLSHALL BE 1/300 SQ. FT 50%OF THE REQUIRED VENTILATION AREA SHALL BE A O MINIMUM OF 3 FT ABOVE EAVE VENTS.THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. BEAM LEGEND(USE D F #2)12'=I OVAHgBgn /o%O 0 6. PROVIDE A MIN. ROUGH OPENING 22"x30' ATTIC ACCESS PANEL WITH A 6 x x 8 4 x 10 !G� OE B 12'==HWASy�B.QO ll TIGHT-FITTING/SELF CLOSING DOOR. DOOR SHALL BE BACKED WITH INSULATION 14'=A,B ,M �� AA IF LOCATED ABOVE HEATED SPACE.VERIFY ACCESS LOCATION WITH OWNER AND 16'=C,D,E 12'=N,0 12'=1 Q yQ' �O N PLANS. 12'=F G 6'=P 112'=K z HILINE HOMES 11306 62ND AVENUE PUYALLUP WA,96373 7 SHEATH ROOF PER IBC CASE 1 (STAGGERED PANELS UNBLOCKED)FASTEN ! (253)770-2244 ext.129 PANELS W/8d NAILS @ 6' O.C.EDGE AND 12"O C.FIELD DO NOT STAPLE. ,Q 36110 PLAN: 1768bng 8. TOE-NAIL ALL GABLE END TRUSSES WITH(2)10d NAILS @ 16' O.C.INTO TOP S�OlVAL ' DATE. 10/06/08 PLATES. JOB#, 10505014 _±P RES �(] 9. TOE-NAIL EACH END OF TRUSS AT BEARING WALLS W/(2)10d NAILS AND FASTEN WITH TRUSS CLIPS PER PLAN. ROOF FRAMING PLAN S3 1/8' = 1-0" NAIL TOP PLATES TOGETHER W/10d _ NAILS @ 12' O C. (� �(� T2x STUDS @ 16' O C -- FLOOR SYSTEM: BIRD BLOCKING. (OR) I I I I (2) 10d NAILS EA. STUD BAY ---- 3/4 MIN T&G SUBFLOOR E N CONT BLOCKING. GLUED AND NAILED TO JOIST °u E NAIL THROUGH ROOF I.I I.) ATTACHMENT PER w/8d @ 6' O C. EDGE& 12' OC ' W y SHEATH.W/8d NAILS SHEARWALL DETAILS �� FIELD FLOOR JOISTS PER E @ 6"O.C. I I I I PLAN @ 19.2"O C. HUNG W/ m 8 NAIL MIN.7/16"WALL REBAR _ ___ __ TOP FLANGE JOIST HANGERS J t mi SHEATHING W/8d �I REQUIREMENTS. GRADE TO - _ COMMON NAILS EDGAND 126" / I I ( _� (1)#4 ORIZ BAR \\ S OPE 6' vI --2x BORATE TREATED MUDSILLO. D 'I �___ WITHIN 12' OF TOP IN 10'-0' (OR)2x PRESSURE TREATED =I O.C.FIELD �•I` _ 2x STUDS - - - �� 444 OF STEMWALL AND \ -- ENGINEERED CONNECTION-ATTACH WHEN A CONSTR. z @ 16"O.C. �("� J •) - i' MUDSILL W/ 1/2"x10' ANCHOR BOLT W/ JOINT EXISTS PER I I- 1/4'x3"x3"PLATE WASHER. EMBED BOLT BOTTOM PLATE - -� IRC 403.1.3 USE N = ? _ _ � 1 #4 VERT REBAR � r� I ' � � A MINIMUM OF 7 INCHES 2x MUDSILL \ I I STOOD I I @ � I I—III- 9 . i Eo (DO NOT COUNTER SINK.) @ 48 W/STANDARD HOOK. 14 MINIMUM I=1 I (—I i N (2)10d NAILS \� UPRIGHT - co —� PENETRATION III— rn EACH STUD BAY \ �• (OR) I•i 11_; I I. - �� 6 MIL POLY VAPOR BARRIER. PLACE Q J Q rn BLOCKED c� THROUGHOUT CRAWL SPACE. LAP I j N ENGINEERED •\�_ DRAINAGE SYSTEM g�-- i- SEAMS 12' MIN.WHERE REQUIRED vi i = i I— o� 2 w ►� CONNECTION WHERE REQUIRED I— ' " — PER IRC R406 1 DAMP PROOF ()w _j v FROM MUDSILL TO PR PER LOCAL CODES 15 EXTERIOR FOUNDATION WALLS LLI w FOUNDATION.SEE / Z W`4 Z co CONNECTION FOUNDATION (OWNER NOTE. INSTALL REBAR IN A WAY THAT IT Q Q DETAILS ON S4 RESPONSIBILITY) / IS NOT WET SET U.N.O BY DESIGNER. � EBAR EXTERIOR SHEARWALL RONT - FOUNDATION DETAIL .� REBAR OVER PRESCRIPTIVE FOUNDATION WALL NTS IN FOOTING 2 PRESCRIPTIVE FOUNDATION NTS \ NAIL TOP PLATES =T —n— ,,* TOGETHER W/10d (2)-SIMPSON-WB106 NAILS @ 12"O C. STRAPS.ATTACH PER J BIRD BLOCKING. -- ` MANUF SPECS.USING ( Q (OR)CONT BLOCKING. THE"X"METHOD MAX. ct (n 60" ATTACH TO BOTH NAIL THROUGH ROOF ; `�f J TOP AND BOTTOM I� � SHEATH.W/8d NAILS -SOLID BLOCKING AT BEARING NOT PLATES W/(2)16d's.EA. Q @ 6"O.C. '�`. END AND(1)8d EA.STUD \ REQUIRED WHEN JOISTS ARE G.W.B. (BOTH SIDES - A' I•I \ HUNG ON THE MUDSILL U.N O V W WALL No.6 x1 1/4 _ _-:- -_:. ..:::-_::- LONG TYPE S OR W I I•� �'1 •I DOUBLE TOP PLATES 2x MUDSILL TO I` DRYWALL SCREWS @ -__ �,Y� W/A MINIMUM 48' LAP \ FLOOR JOIST HANG OVER FOUND ; / I'- 4 0 C.EDGE AND 4 i �l �;�, � AT SPLICES APPROXIMATELY 1/2' \ OVAHA.8,9 0 C.FIELD I` i) 1 ATTACH SHEATHING TO \ �,�' F WAS e'Q 2x STUDS IT�xx _ 2X4 WALL @ 19.2' —� ATTACH JOISTS TO MUDSILL W/8d NAILS @ 6" .� �ia; G W B _ O C STUDS DIRECLTY TOP PLATES W/ 2 Q �Q' N ( ) O C. U.N.O ON THE S2 \ HILINE HOMES @ 16"O.C. \ BELOW JOISTS TYP 10d NAILS AT EA. SHEET 11306 62ND AVENUE BOTTOM PLATE STOOD ( SHEATH PONY -- BEARING POINT TYP PUYALLUP WA,98373 UPRIGHT �� — � �t (253)770-2244 exL 129 (2) 10d NAILS EA. — �; I (OR) I I WALLS AT INTERIOR 2x TREATED PLATE __. — ,� 36110 /— ATTACH MUDSILL - STUD BAY BLOCKED SHEARWALLS ONLY OR 2x PLATE OVER 0• , PLAN: 1768bng • ( ) W/1/2"x10"ANCHOR •I I— 12"x6' CONTIN VAPOR BARRIER S�ONpI, ' DATE. 10/06/08 ENGINEERED — BOLT AND 3"x1/4" _ n j CONNECTION FROM moi; FOOTING. NO REBAR 1/2' ANCHOR BOLTS @ WASHER @ 6 FT =o _ JOB#• 10505014 FOUNDATION TO PRESCRIPTIVE FOUNDATION J PER I.R.0 SECTION 6'O C W/3"x3"x1/4 O C U.N.O ON _I EXPIRES ((7 MUDSILL. R403 1 3 U.N O ON WASHER U N.O THE S2 SHEET 6' i THE S1 SHEET S� INTERIOR SHEARWALL PONY WALL DETAIL CONNEC A 3 GARAGE/HOUSE SEPARATION WALL NTS 'T TYPICAL NTS ��HUNG JOIST NTS II Li Li II II fi li II II II II 4 § 5/4 x 11-7/8"RIM BOARD ------ w m E � - - =-i=0=- - - - - - - - - - - _ CONTINUOUS BOTTOM ° _ - - - - m� ATTACH TOP PLATES TOGETHER - - - - CHORD ATTACH W/10d NAILS _ - - _ o W/10d NAILS @ 12"O C ATTACH I .I I I @ 12"O C.(OR)SOLID J t .I I I I I I I•. • I I,I BLOCKING W/8d NAILSsm 0 =f SPLICES TOGETHER @ 4 O.C. ZL *MIN.48' LAP U.N.OTHROUGH ROOF SHEATHING •@ 6"O.C.WHEN AT EAVES.WINDOW OR DOOR / IL HEADER WHERE REQU'D ATTACH 7/16"SHEATING TO J\ HEADER.OPENING V2x6 FRAMING W/8d NAILS @ 6" \'�'• VARIES , � 4/ �l W/MIN.6"BEARING EDGE AND 12"FIELD U.N.O. NAIL TOP PLATES TOGETHER —� •) ( I I I I (•,I •)I I I O.S.B. O.S.B. W/10d NAILS @ 12"O.C.U.N.O I I I I f l I I I I I I 2x6 STUDS @ 16"0 C. -- - - 'I 1 1,1 VERTICALI,I ("I 'I I VERTICAL I,I NAIL W/8d COMMON NAILS @ 1 ��, III• _ 3"O C.EDGE AND 12"O.C. - ,�l` - I BLOCKED I I''I •I I BLOCKED I I FIELD. PANELS PANELS 1 rn WHERE SHOWN ON THE S2 SHEET-�, •I I 1.1 TYP I.1 I„I ,I I TYP I.i 2x STUDS @ 16"O C. I I IO.S.B. ((' a J Q C), USE A"SIMPSON"LTT20B TIE. I I I I I 11 ,) I I 1 I I IVERTICALI 11: W 04 ATTACHED THROUGH THE \ ��, (2)10d NAILS EA. Y BLOCKEDI , BOTTOM PLATE TO CONCRETE W/ `1•� I.) L-- lll ATTACH SHEA G DSfLL PANELS ozs = w Lo 1/2"x7"STAINLESS STEEL HILTI KB I I I I III I I AND BOTT /8d NAILSW WTZ ANCHORS W/STANDARD 2" I•I ``'�� I'I I'I 1 ( III I•i @ 3"O C. I f\ I z W N Z mWASHER.ATTACH TIE TO 3"FRAMING W/(10)16d NAILS PER - — - - - 1) - - —IL - - - - -IL - - - 11— _ "SIMPSON"STHD10 HOLD I MANUF SPECIFICATIONS. ATTACH PER MANUF SPECS. - p ' ^ �i P d T MUDSILL - - o a1 .�I ATTACH?/16' SHEATHING TO � �� s._ -__------ _---- `---- ---- ----- I I 2x MUDSILL W/8d NAILS 6" q x10"ANCHOR BOLTS '--'-" '--- _L� °e PRESCRIPTIVE-FOUNDATION TYP W/4"x 3"WASHER O C.U.N.O SEE DETAIL 2 ON SHEET S4 #4 HORIZONTAL REBAR SHEATHING ATTACH3/4FLOOR ---G TO 2x MUDSILL W/ TYPICAL SHEAR TRANSFER DETAIL SHEAR WALL DETAIL J 8d NAILS @ 6"O C.U.N.O AS SHOWN ON THE S2 SHEET NTS Z Q SIMPSON STHD10 NTS N J 'SIMPSON' ABU44 CONNECTOR OR EQUIVALENT\ 4x4 POST PER PLAN U INSTALLED PER MANUF \ D w INSTRUCTIONS.ATTACH TO CONCRETE PIER PER PLAN ll� 0 W/5/8' x 8' 'SIMPSON"TITEN _ __ (2) 10d NAILS EA. F— HD OR EQUIVALENT ( t STUD BAY INTO (n BOTTOM PLATES. vAHgg lo(z�,Ia� ----TOE-NAIL RIMBOARD TO ��'� F WAS �e'Q _ I TOP PLATES W/10d �� '� 0 a �' OG NAILS @ 12' O C tiP x HILINE HOMES 1130662ND AVENUE — PUYALLUP WA,98373 OSB TO LAP AT (253)770-2244 ext.129 TOP PLATE 36110 �-10d NAILS @ 12' O C O Fc/sr�x� r�" PLAN, 1768bng INTO TOP PLATES S70� DATE. 10/06/08 - 8d NAILS @ 6' O C •-�• JOB* 10505014 --� --, EXPIRES 3 POST TO PIER CONN d FRAMING DETAIL SIMPSON ABU44 W/TITEN NTS T FLOOR TO FLOOR CONNECTION S5 WHOLE HOUSE i FAN W/TIMER i SWITCH i N E om p1 ® y ° GFI 9 W xm =A ELECTRICAL NOTES E \/ 1i =�J� 1 I 1 SMOKE DETECTORS SHALL BE 110v HARD WIRED WITH BATTERY c$ / \ BACKUP AND SHALL BE INTERCONNECTED OWNER SHALL BE =a RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED TO / z 2. ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF MOT �Q PANEL AND METER WITH CONTRACTOR. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT-LOSS CALCULATIONS(OR)FOLLOW THE PRESCRIPTIVE PATH o PADDLE FAN REQUIREMENTS FOR SIZING HEATING EQUIPMENT o ROUGH-IN N / 4 ELECTRICAL CONTRACTOR SHALL CONFORM TO ALL LOCAL AND \_ / co STATE CODES. _jQ _ — J 5. EXACT PLACEMENT OF OUTLETS MAY VARY DEPENDING ON W CONSTRUCTION VARIABLES. _ atS U W J v 6.WHERE A DRYER IS VENTED TROUGH A FOUNDATION VENT THE W W VENT MUST BE COMPLETELY SEALED TO PREVENT MOIST EXHAUST Z W Z Co AIR FROM REENTERING THE CRAWL SPACE. — 7 HARD WIRE MECHANICAL ROOF VENT IN ATTIC SPACE.REFER TO a ROOF FRAMING PLAN FOR LOCATION INSTALL TIMER SWITCH FOR MECHANICAL ROOF VENT IN SAME LOCATION AS WHOLE HOUSE FAN TIMER SWITCH WHERE REQUIRED _ J ° GFI Q U z _ ELECTRIC SYMBOLS Q ® \ LIGHT SWITCH SURFACE MNT LIGHT J 0 110 V DUPLEX OUTLET 0 RECESSED DOWNLIGHT U N(�) 0 220 V OUTLET (9 100 C F.M. EXHAUST FAN.VTOS J GFI ` �� wP(P WEATHERPROOF OUTLET ® EQUIPMENT CONNECTION W 4 - SRO GROUND FAULT INTERRUPTER �.Q SMOKE DETECTOR j \1 RECESSED CAN LIGHTS ® HEATER/FAN COMBO VTOS ��OO vii �Q D TELEPHONE JACKHILINE HOMES ® ZONED ELEC. HEATER 1130662ND AVENUE ❑a TELEVISSION OUTLET 1 PUY i o 2 as,9 373 129 NOTE EXACT LOCATIONS OF ELECTRICAL FEATURES SUCH AS SWITCHES,OUTLETS, PLAN. 1768bng NO LIGHTS,OPTIONS ETC MAY VARY PER BUILD AREA AND ELECTRICAL DATE. 10/06/08 CONTRACTOR. JOB#• 10505014 ELECTRICAL PLAN El 1/8"= 1-0" JLZ_( � CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date &v `q —0 a Time Received by_ (phone, person) Location of Work to be inspected / Z 33 1* v') 7 Name of person requesting inspection .I,�ci LA VL 4p— G etc L'P-r' , Address of person requesting inspection Phone No. L460 Type of Inspection (circle appropriate one): Permit No. Sewer Foundation Framing Chimney Plumbing final Sewer Excay. Other INSPECTION NOTES: Inspected: Date �"/�'d�1 Time BY Remarks: Q W ei- — /' 09 RESTORATION REQUIRED . . . . . . YES NO I I i SURFACE RESTORATION: SURFACE TYPE: ❑ Unimproved ❑Gravel ❑Asphalt []PCC ❑Other ❑Repaired by City Work Order # ❑Repaired by Permittee ❑ COMPLETE ❑No Damage Found ❑ INCOMPLETE Irnnrinue.on.reverse.side.if.necessary.l STREET Sl1PERINTENDENT IDATEI 60 IT- foe 1 2- 3 6J EST D&A,nr- 6-r-+ck �! 1-t6o g-,, q-3 I I I � 619 RECEIVFD ,I JUN 01 2009 4"ZSPr� .-- CITY OF PORT ANGELES BUILDING DIVISION r 6altC-fw Lcwc4 Inc F CIEAN ouT l i J I I I I r w P 1< ---- --------- - .._....---------------.- - - ..--.. as l OF PORT 44,C� ELECT ALS HSPECT V � N wMme REPORT IM, 417'4735 DAT PERMIT p INSPECTOR ' r L OWNER/CONT ACTOR S H A R-1 ADDRESS )2 5 W -7 APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ )6.. . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . .. ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: '5 21) [ CJ'1 f}S`i� S 1 R LJ l wAc— 2� 6 -y6 f3 -Z30- co►��crL NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTI,BS,INC.(360)452-1381 ELEC'T'RICAL PERMIT AND INSPE TI,O RECORD CHT OF POR T ANG, LES a 360-4.17-4735 Application Number . . . . . 08-00001515 Date 12/11/08 Application pin number . . . 839130 Property Address . . . . . . 123 W 7TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-1-6575-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . Property Zoning . . . . . . . RESIDENTIAL HIGH DENSITY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 200 amp service on garage for future house ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ Coetchell Duane SHAMP ELECTRICAL CONTRACTING 123 west & street PO BOX 383 PORT ANGELES WA 983626623 PORT ANGELES WA 98362 ^ 1 (360) 452-1689 Jv ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL NEW RESIDENTIAL Additional desc . Permit pin number 138859 Permit Fee . . . . 75.00 Plan Check Fee .00 Issue Date . . . . 12/11/08 Valuation . . . . 0 Expiration Date 6/09/09 Qty Unit Charge Per Extension 1.00 75.0000 ECH EL-RM-0-200 IST SRV FEEDER 75.00 ------------- ------------ --------- ----- ----- Fee summary Charged Paid Credited Due ----------- ---------- ---------- Permit Fee Total 75.00 75.00 .00 .00 1 n Plan Check Total .00 .00 .00 .00 1 Grand Total 75.00 75.00 .00 .00 V V INSPECTION ELECTRICAL TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE dldi27 SUCH - IN FINAL COMMENTS 12/10/2008 11 :54 FAX 1a001/001 n N �Ys ] No ��► yil -Y� r 1 r ELECTRICAL WORK PERNUTA,M ICATION Installation description Job wired by D Electrical Contractor ❑Owner D Commercial VResidential Ele�cltrical eontraclor name License numbor Date Expires Stfi4�1�, l-f;�A� :5m4mPrcto-2 3 5.4 — 0 New O Altered/Addition -- - Nurchaser's mailing address .F(0, 30 3 - --- $tete 'LIN �OC-� PNDde�� U3 IN ?8 3(p2_ Dekc�e T lephon number rnX number r Pre kt% owner`c name (AcLN Co "e 1` — ---------- Addres9 or Inspection +"� LO Phone numberOto schedule inspection: �� '�qZ Owner «.' defined by i2CW/9.25:Gl.('/ Owner will ac'cupy the srnrcrurc for two __ . ., --• -•- ••--- •-- yaurd ufier ihis deorical pemitt is ftncrcix,,f (2) Owner is required to hire an Jec,ric"I ronlruc:ror iJ ahove said property Is for, de, rent ar lease, ❑ (rash J Check# dN e- After rending the abo.c statement, I herefjy cart;ry char I am the owner of rhe above named properq or o licensed electrical contractor. I ani making the electrical mst31- Cl Credit Card Visa Mastercard Discover 1611011 or aliu,anon iri compliance with ll,c electrical laws, N.E.C., RC'W Chapter 19.28, WAC, Chapter 296-468, 'I tie (ny of Port Angeles Municipal Code, and Card# Utility Specifications rSignatac of owner, electrical con,ractor or electrical administrutor Expiration Date -- Inapct•hOn fc� c , Dates (t� of card --- ---� rvice Information r Electrical Loaons Load Additiind or tiubtraction5. ._—._. ❑ NO LOAD CHANGES ,n11 O Baseboard KW Voltage_2V O Furnace —KW 5d Overhead Service Phase B't ❑ 3 ' ❑ Heal Pump —Ton—LAR ❑ Tomp Service Service Size: _Z� 0 Fan-Wall —KW ❑ Underground Service Fooder Size _--_—_ SAME DAY INSPECTION, (:ALL BEFORE 7:00 AM 360-417-4735 Ul►G11-1: —� fMRMOSTAT SERN'IC'C rFTN.lk-L --iq ro 6 v Dalr npnroveo�1 U,dI ,�,i n�i.i:D1TCEl 1�'CEDI32 nn Uole ••,AVpr—cil By uWe Appw'c M`� InspectionE:Ir;inr;,I Dsrc Arca, Building or EquipmentIltspeCtcd Aciro„ •'•:k=•,• i iit. .` , BPvlGC nrSA d5 V 42 I0e. I a Gl*r4,%&e- t fir'" ��'� joy � 4A. Jrti k.. — -._... vzr•S''i� a-ri��t��r�ib�t�.". ,,._.—_ •" �1'r'��ProNr� � .� ��I PREPARED 11/03/08, 9:12:36 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR:. JAMES LIERLY DATE 11/03/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 123 W 7TH ST SUBDIV: TENANT, NBR: EDWARD A. HOPFNER CONTRACTOR GETCHELL EXCAVATING PHONE (360) 457-5299 OWNER EDWARD A HOPFNER PHONE (360) 457-7643 PARCEL 06-30-00-0-1-6575-0000- APPL NUMBER: 08-00000676 DEMOLITION ------------------------------------------------------------------------------------------------ PERMIT= DEMO 00 DEMOLITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 11/03/08 J BLDG FINAL November 3, 2008 8:12:41 AM 1pangrle. ED 457-7643 BLDG FINAL - DEMO'D HOUSE ED REQUESTED THAT YOU PLEASE SIGN OFF ON THE PERMIT THAT IS ATTACHED TO THE GARAGE. -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 08-00000676 Date 7/08/08 Application pin number . . . 466572 Property Address . . . . . . 123 W 7TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-1-6575-0000- Tenant nbr, name . . . . . . EDWARD A. HOPFNER Application type description DEMOLITION Subdivision Name Property Use Property Zoning . . . . . . . RESIDENTIAL HIGH DENSITY Application valuation . . . . 30000 ---------------------------------------------------------------------------- Application desc DEMO & REMOVE THE HOME (APPROX. 1,000 SQ. FT.) ---------------------------------------------------------------------------- Owner Contractor EDWARD A HOPFNER GETCHELL EXCAVATING 1234 E 6TH ST 1241 E. 7TH ST. PORT ANGELES WA 983626623 PORT ANGELES WA 98362 (360) 457-7643 (360) 457-5299 --- Structure Information 000 000 DEMO & REMOVE HOME (APPROX. 1,000 SF) --- ---------------------------------------------------------------------------- Permit . . . . . . DEMOLITION Additional desc DEMO HOME (APPROX. 1,000 SF) Permit pin number 127837 Permit Fee . . . . 50.00 Plan Check Fee .00 Issue Date . . . . 7/08/08 Valuation . . . . 30000 Expiration Date . . 1/04/09 Qty Unit Charge Per Extension BASE FEE 50.00 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 54.50 54.50 .00 .00 _Ole Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. 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 state or local law regulating construction or the performance of construction. Date rint Name Signatu e of tr or uthorized Agbnt Signature of Owner(if owner is builder) T:Porms/Building Division%Building Permit(05/13/08).wpd BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. OP CALL 417-4807 FOR PUBLIC WORKS UTILITIES. CALL 417-4886 FOR BACKFLOW PREVENTION INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION, KEEP PERMIT AND APPROVED PLANS AT THEJOB SITE. INSPECTION TYPE -7DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW/WATER AIR SEAL WALLS CEILING N FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) QQ T-BAR V INSULATION SLAB WALL/FLOOR/CEILING e /� MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT 11's SEPA. PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. '417-4750 PLANNING DEPT. r 417-4815 BL`ILDING BUILDIiG T c „ /2nililinn ni,,icin /Rnildk1l'Permit(05/13/OS).wDd R _ LES WASH 1 N G T O N, U. S. A. N. Pudic Works & Utilities Department 1 July 1, 2008 Edward Hopfner . f 1234 East 6`h Street PortAngeles, WA 98362 RE: Port Angeles Landfill/Transfer Waste Disposal Application, WDA 08-17; Building demolition material from 123 West 7th Street, Port Angeles . We have received your application for disposal ofbuilding demolition debris from the referenced a- site and reviewed the testing results for lead paint content. Based on the testing results the debris • ` . appears to be acceptable for disposal at the transfer station. A copy of your approved application is attached. This approved application must be shown to the transfer station scale attendant at the time of disposal. Please be advised that this disposal application is only for the materials and quantities listed in the application. Materials not listed or in excess of the quantities noted may require separate - applications and approval. Please call 360-417-4807 if you have questions. Sincerely, Stephen Sperr, P.E. i. - .. City Engineer Encl.: WDA 08-17 Copy: Claudia Stromski Waste Connections N:\PWKS\ENGINEER\WDAPPLIC 08-17 File: Landfill Solid Waste Disposal Applications ti Phone: 360-417-4805/ Fax: 360-417-4542 Website: www.cityofpa.us / Email: publicworks@cityofpa.us - 321 East Fifth street- P.O. Box 1150 / Pert Angeles, WA 98362-0217 of pORTq�� PORT ANGELES LANDFILL =F`` WASTE DISPOSAL APPLICATION �R►cs ar�9� To: City of Port Angeles, City Engineer Phone: (360)417-4803 321 E Fifth Street FAX: (360)417-4709 P.O. Box 1150 Port Angeles, Washington 98362 NOTE:All questions must be answered for waste to be approved. 1. Generator Information: Company Name: 45, g o0/'J'-'z Mailing Address: /SqO' Z-- S 1J'0-JW'4t"s' ?.camp L Phone: Lts1 -7— -26L(3) Project Name: f� i 4'S""o Project Location: /Z3 t4L� 7 Ste' 2. Other Contacts (if applicable): Consulting Firm: 2'►�0,r� c �SUc� �..�c Contact: Phone: `fl7-os-I Contractor Name: Ur�k►� Contact: Phone: Laboratory: rJV L Contact: Phone: .Sk-1 - -0100 City of Port Angeles-Landfill Waste Disposal Application Page- 1 Wed,10/4/2006 0:4 PM 3. Source of Waste: Check the appropriate box below and briefly describe the project, process, and/or cleanup that will or has produced the waste requiring disposal. Include the gasoline service station number(if applicable). CERCLA/MTCA Remediation Agency Contact: Independent Remedial Action UST Removal Unused Chemical Product Spill jU Other Source: /—Vv^o 86,a*S 4. Waste Material Composition: (check all that apply and include percent of total) Soil % Foundry Slag % Concrete/Asphalt % Dredge Sediments % Preserved Wood % Debris Uo% Coal Ash % Other(list) Wood Ash % % NOTE: Total must equal 100%. 5. Waste Material Contaminants: (check all that apply) Gasoline Metals Diesel Solvents Heating Oil PCBs Unused Motor Oil Used Motor OiINVaste Oil Other 'As:-?o A^- SGV &'06 Other Petroleum Product Unknown NOTE: Supply any MSDS information with application, if available. City of Port Angeles- Landfill Waste Disposal Application Page-2 Wed,10i4i2006 0:4 PM v i 6. Estimated Quantity of Waste for Disposal: 2� Cubic yards Tons (estimate both) Other Drums / Tons (estimate both) NOTE: Estimated quantity for disposal must be within 20% of the quantity actually disposed. (10% for projects over 7,500 tons or 5,000 cubic yards.) 7. Frequency of Disposal: _ One time Monthly Annual Other 8. Waste Sampling: Proper characterization of the waste for disposal requires the collection of representative samples. The methods and equipment necessary for obtaining representative samples of a waste, and the frequency of sampling, will vary with the type and form of the waste. Check the appropriate box and briefly describe how and where the waste was sampled. Include site maps with sampling locations if possible. Number of COMPOSITE samples & number of discrete samples per composite -� Number of DISCRETE samples —5-" (A /14514 'a'c 6-r'9ttn S-�a'04'6a""1'9A X �wg�i��r4 � ��-rte,.-�1 Zf��1 F��u„✓� NOTE 1: Unless prior approval has been granted by Port Angeles, the following sampling frequency will be used: 0 - 25 cubic yards = 1 composite sample 25 - 100 cubic yards = 3 composite samples 101 - 500 cubic yards = 5 composite samples 501 - 1000 cubic yards = 7 composite samples 1001 -2000 cubic yards = 10 composite samples >2000 cubic yards = 10 plus one sample for each additional 500 cubic yards NOTE 2: One composite sample shall contain a minimum of three/maximum of five discrete samples. City of Port Angeles- Landfill Waste Disposal Application Page-3 Wed,10/4/2006 0:4 PM 9. Waste Analysis: The "Dangerous Waste Regulations" (WAC 173-303) shall be utilized to determine the appropriate analytical requirements for waste characterization. Ecology Publication #91-30 (Revised April 1994) "Guidance for Remediation of Petroleum Contaminated Soils" shall also be used to characterize petroleum contaminated soils from UST releases. Submit all laboratory analytical results, QA/QC data, and Chain of Custody sheets along with this application. (NOTE: The laboratory must be accredited by the Washington State Department of Ecology.) a) List all analytical test methods used. A 1311 od b) Pr,Qvide a narrative as to whir the abovealytical m thods were selec 9d: 1-t14 < 14,G,< p= Ass►ac-i , 0 NOTE: Additional sheets attached: YES NO 10. Soil Classification: ("FOR PETROLEUM CONTAMINATED SOILS ONLY—) Based on the analytical data and Ecology Publication #91-30, the soil classification is: (check one) Class 1 Class 2 Class 3 Class 4 Calculated Hazard Index 11. Dangerous Waste Affidavit: Based on a review of the analytical test results, site history, and the applicable regulations, this waste is classified as: (check one) Neither Dangerous Waste (DW) nor Extremely Hazardous Waste (EHW) Dangerous Waste (DW) and Waste Code: Extremely Hazardous Waste (EHW) and Waste Code: City of Port Angeles- Landfill Waste Disposal Application Page-4 Wed,10/4,12006 0:4 PM, 12. Certification: We, THE UNDERSIGNED, certify that this application is true to the best of our knowledge. All information provide is c rect and the enclosed analytical results represent the proposed waste terial o t est of our abilities. Wa�sy Generator ig ure 40 eq-4 Printed Name �Yiu�>>tr c t Company 6 0160° Date City of Port Angeles Approval: CC City Engineer Date /Cl) Approval Expiration Date City of Port Angeles- Landfill Waste Disposal Application Page- 5 wed,10/4/2006 0:4 PM .JIR �10. 2008- 8: 38AM NVLLAB AUR N0. 9202—P. 2/3 IuVL Laboratories, Inc. 4708 Aurora Ave. N.,Seattle,WA 98103 AJHK Tel:206.547.0100, Fax:206.634.1936 ANA - IH#101881 A,10aG ® www.nvllabs.com Analysis Report wA-DOE#C1765 LA1*iAfkTOAv Toxicity Characteristic Leaching Procedure - Lead (Pb) Client: Zenovic&Associates, Inc. Batch #: 2807581.00 Address: 301 E. 6th St. Suite 1 Matrix: Bulk Port Angeles, WA 98362 Method: EPA 1311/7000B Client Prosect#: 08165 Attention: Mr. Tracy Gudgel Date Received: 06/17/2008 Project Location: 123 W. 7th St, Port Angeles Samples Received: 1 Samples Analyzed: 1 RL Results Results in Lab ID Client Sample# mg/ L in tic/L PPM 28047330 08165A 0A 3.3 3.3 Sampled by: Client DRAFT Analyzed by: Tanveer Khan Date Analyzed: 06/19/2008 L��. mg/L=Milligrams per liter RL= Reporting Limit ppm = parts per million '<' = Below the reporting Limit Note: Method CC results are acceptable un)ess stated otherwise. Unless otherwise indicated,the condition of all samples was acceptable at time of receipt. - JUN. J9. 2008 8: 35AM NVLLAB AUR N0, 9202 P. 3/3 NlVL Laboratories, Inc, _.,_ C�ir�,ll� o� CUSTODY BATCH ID 4700 Aurora Ave N, Seattle,WA 9810 Tel; ZW547,0100 Emerg. Pager.206.344.1878 SAMPLE LOG 2807581 .00��g � . 1.888.NVL•LASS 05.=-o Client Zenovic & Associates, Inc, NVL Batch Number Client Job Number Port Angeles Total Samples_ f Project Manager.: ^4e-71 Tum Around rime ❑ 1-Hr ❑24-Hm ❑4 Days Project Location iz + 1. s ©2-Hca �2 bays ❑5 Days Lol 11 d 4�#rs El Days (�6 to 10 bays Pleasc Call for TA7 fess than 24 Hm Phone: (360) 417-0501 Fax: (360) 477-0614 Email iddres5 CI Asbestos Air ❑PCM(N10SH 7400) p TEM(NIOSH 7402) U TEM(AHl_RA) p TEM(EPA level II) p Other_ Q Asbestos Bulk 10 PLM(FPAIt304/R-93/116) ❑PLM(EPA Point Count) p PLM(EPA Gravima:try) E)TEM Bulk T D?ot,Limit Matrix RCRA Metals er tpla C]Total Metals CI Air Filter 0 Paint Chips � e $ U All 3 �ppm(�� ❑Arsenic(As} Lead(Pb) TCLP O ppb(GFAA O Drinking water ❑Paint Chips(Area) Copper( ) U Dust/wipe 0 Waste Water Q Barium(Ba) ❑Mer,cury(Hg} U Ni r Cu Q Sail ©Cadmium(Cd) p Ss►enium(Se} C3 Nickel(Ni} p Chromium(Cr) ❑Suver(Ag) 0 Zinc(&) Other Types 0 F"rgtass O Nuisance bust 0 Rotometer Calibration 0 Other`(gped{y) of Analysis U Silica Q Respirable Dust 0 Moki/Funqus Condition of Package;Q Good 13 Damaged (no Village) d So"da s , ._ e Seg.0 Lab ID Client Sample Number c mment8 AIR 1 G Gm`s tS 2 3 4 5 6 � 7 8 9 ' 10 11 12 13 Print Below Sian Below Company pat Tore Sampled by .041, 6-:10&LcNc � ioc, 6 Jam' Relinquished bye%fi a.rtt Received by Analyzed by V,VtIII KK�nr G<M�Pr02r .¢uv _ �t/d�. 6-;9-c� 8:3o i4s�t Recruits Called by Rmultx Faxed by Special Instructions: Unless requested in writing.all sarstples will be di sed - apo aT two (2) weeks after analysis, 0' ' FOR OFFICIAL USE ONLY: BUILDING PERMIT - APPLICATION Date Rec.;__(�-q--0g Pennit#: Fill out COMPLETELI'and in INK.Your application and site plan MUST BE Date Approved: COMPLETE to be accepted for review. If you have any questions,call Date Issued: PERMITS (360)417-4015 FAX(360)417-4711 Applicant or Agent: �u� A Ag.�-; � Phone: 36 y Owner: 5c" Phone: Address:-�-�- -�( /=F Zh City:. PDATXi1 y 5 � Zip: 2 Fr-3 6 ,? Architect/Engineer: / / Pho-9- Contractor f>�{!�l E (1 ! `P /tate License#: t tl��P Phone: Address: City: Zip: PROJECT ADDRESS: L a2 3 P/I4Z' 140 ZONING: LEGAL DESCRIPTION: Lot: Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: TYPE OF WORK: SIZE/VALUATION: ❑ Residential ❑ New Constr. ❑ Re-roof ❑ Stove SF. @$ /SF.=$ ❑ Multi-family ❑ Addition ❑ Move❑ Garage SF. @$ /SF.=$ ❑ Commercial ❑ Remodel ><Dcmohtion ❑ Deck SF. @$ /SF.=$ �� ❑ Repair ❑ Sign ❑ Other / TOTAL VALUATION $ U BRIEF DESCRIPTION OF THE PROJECT: ;Wve- cLcvcZ e C" ho vSc-- Uc ` C +RCIAL/RESID T Occupancy Group: Occupant Load: Construction Type: No. of Stories:_ Lot Size: Existing Sq.Ft. &Proposed Sq.Ft. =TOTAL Sq.Ft. Total lot coverage % PLANNING USE ONLY: APPROVALS: PLAN: BLDG: DPWU: ESA/Wetland(s): ❑Yes❑No SEPA Checklist required? ❑ Yes.❑ No Other: FIRE' ` O THE R: VALUATION OF CONSTRUCTION: In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE:IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application,the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant(see Section , RI 053.2 of the International Building/Residential Code,2003). No application can be extended more than once. I hereby certify that l have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that itis my responsibility to determine what permits are required,not the City's, and that I must obtain such permits prior to work. T:\FORMSs B1dg11mwtform.wpd Applicant Date: • '"gv''" dk`'.::'' l�.,."..'4",;'ia.ilk.»>,:?.:":; .�`Y,„r, a,y�.., 'E„ , tg} k �'tY'l°,; 'kJ'a •;,�'4'.."\r.” .1W"k` ia$•;:�W 4.,< ��t� 'rti' `. '�=<:k�m`s<�. >.,? t�R ao., e'er :'v�,E.� .'t -<•i;'�r, .x:"a d�� i"v„�" sE� ,`:t .:��F�\'..^:.'��°s�':y.r~,"r•"k".�'"i�` ,�,: .iaa." ..ti,:. :•s"OM' ,� ""S q.•�""•�Es•„ca'.,""^�w�<• w t��'c.e u.' '"i8. � :.$.w.g ..t.� t ., ,,� ,�,�,u.:t ;�+>w Y>a .aa�,:�: >��^"-, ,:dw 'os"..`•'.,�'�,» a�ad re.:f .x7:2:as4�e•tT�m" �•,'• t'':`\"w ��;, �t''�ko. -I'v- .`.�^•..\7., a`�$�,". «• .i'uRFSr �r'.�`.,•'.t".�,',•4� "�, .�w,a,kx�;' ... -a #� �,�t•"3�` �^'.,' r"..':.aSw ` '";7.x .,e>• '`•. :> ,'�`r" A...: rr.:d,'. 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