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HomeMy WebLinkAbout1702 W 10th St A & B - Building PREPARED 11/05/07 12 02 39 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/05/07 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED R SULT RESULTS/COMMENTS November 2 2007 3 02 50 PM 1pangrle TERRY 460 4379 BUILDING FINAL AFTERNOON CALL FIRST (30 MINUTES AHEAD) PERMIT ME 00 MECB:ANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 10/30/07 JLL MECHANICAL FINAL 10/30/07 DA October 29 2007 2 55 10 PM 1pangrle TERRY 460 4379 OR 452 5381 MECHANICAL FINAL CALL TERRY 30 MINUTES BEFORE YOU GET THERE SO SHE CAN MEET YOU THERE PLANS AND PERMIT ARE IN THE WEST UNIT #B October 30 2007 4 28 18 PM jlierly ME99 02 11/05/07 J MECHANICAL FINAL TIME O1 00 November 2 2007 2 56 46 PM 1pangrle TERRY 460 4379 MECHANICAL FINAL (VENTING KITCHEN & WHOLE HOUSE) AFTERNOON CALL FIRST (30 MINUTES AHEAD) COMMENTS AND NOTES PREPARED 10/30/07 11 54 04 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/30/07 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/17/06 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/17/06 AP 08/16/2006 02 01 PM DYASUMUR KELLY 808 4827 MORNING INSPECTION 08/17/2006 04 23 PM JLIERLY BL2 01 8/23/06 JLL BLDG FOUNDATION STEM WALL TIME 13 00 8/23/06 AP kelly 808 4827 08/23/2006 07 53 AM DYASUMUR 08/23/2006 04 36 PM JLIERLY DSD 01 8/30/06 JLL BLDG DOWN SPOUT DRAINS TIME 13 00 8/30/06 AP ZAC 683 7741 08/29/2006 03 16 PM DYASUMUR 08/30/2006 03 15 PM JLIERLY BAIR 01 12/05/06 JLL BLDG AIR SEAL TIME 13 00 12/05/06 DA KYLE 461 0043 12/04/2006 09 07 AM DYASUMUR 12/05/2006 03 37 PM JLIERLY no air seal complete and recall/jll BAIR 02 12/07/06 JLL BLDG AIR SEAL TIME 13 00 12/07/06 AP kyle 461 0043 12/06/2006 08 55 AM PERMITS 12/06/2006 08 55 AM PERMITS 12/07/2006 03 41 PM JLIERLY BLI O1 12/08/06 JLL BLDG INSULATION TIME 13 00 12/08/06 AP KYLE 461 0043 12/07/2006 03 56 PM DYASUMUR 12/08/2006 03 37 PM JLIERLY BPB 01 1/18/07 JLL BLDG PIER BLOCKS 1/19/07 AP 01/17/2007 10 43 AM PBARTHOL Scott 460 0946 It was slipped that changes in the foundation were made from mono to pier blocks 01/19/2007 08 06 AM JLIERLY BLI 02 10/30/07 JLL BLDG INSULATION October 29 2007 2 52 06 PM 1pangrle TERRY 460 4379 OR 452 5381 INSULATION CALL TERRY 30 MINUTES BEFORE YOU GET THERE SO SHE CAN MEET YOU THERE PLANS AND PERMIT ARE IN THE WEST UNIT #B BL99 01 10 3 /07 JLL BLDG FINAL 7 October 29 2007 2 54 17 PM 1pangrle TERRY 460 4379 OR 452 5381 BLDG FINAL CALL TERRY 30 MINUTES BEFORE YOU GET THERE SO SHE CAN MEET YOU THERE PLANS AND PERMIT ARE IN THE WEST UNIT #B PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CONTINUED ONTO NEXT PAGE PREPARED 10/30/07 11 54 04 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/30/07 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED --REES-UL-T— RESULTS/COMMENTS ME99 01 10/ JI`V" MECHANICAL FINAL October 29 2007 2 55 10 PM 1pangrle TERRY 460 4379 OR 452 5381 MECHANICAL FINAL CALL TERRY 30 MINUTES BEFORE YOU GET THERE SO SHE CAN MEET YOU THERE PLANS AND PERMIT ARE IN THE WEST UNIT #B PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 11/21/06 JLL PLUMBING ROUGH IN TIME 13 00 11/21/06 AP 11/21/2006 08 15 AM DYASUMUR 11/21/2006 04 36 PM JLIERLY PL6 01 11/22/06 JLL PLUMBING WATER SUPPLY 11/22/06 AP FETH 460 0097 11/21/2006 09 43 AM PERMITS 11/22/2006 01 50 PM JLIERLY PL99 01 10/30 07 JLL PLUMBING FINAL ^' October 29 2007 2 55 41 PM 1pangrle TERRY 460 4379 OR 452 5381 PLUMBING FINAL CALL TERRY 30 MINUTES BEFORE YOU GET THERE SO SHE CAN MEET YOU THERE PLANS AND PERMIT ARE IN THE WEST UNIT #B COMMENTS AND NOTES BUILDING DIVISION CITY OF PORT ANGELES Correction Notice Job Located at 1 -20 t Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction 4- L/'L0( c) u ) X2.4�� er' goy& ax Z 2 co UL eL SSS These corrections must be made and are not to be covered until reinspection is mao When corrections have been made, please call for inspection Date 1 I ct for Building Division DO NOT REMOVE THIS TAG PREPARED 1/18/07 8 37 10 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/18/07 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/17/06 JLL BUILDING FOUNDATION FOOTING TIME 09 00 8/17/06 AP 08/16/2006 02 01 PM DYASUMUR KELLY 808 4827 MORNING INSPECTION 08/17/2006 04 23 PM JLIERLY BL2 01 8/23/06 JLL BUILDING FOUNDATION WALL TIME 13 00 8/23/06 AP kelly 808 4827 08/23/2006 07 53 AM DYASUMUR 08/23/2006 04 36 .PM JLIERLY DSD 01 8/30/06 JLL BUILDING DOWN SPOUT DRAINS TIME 13 00 8/30/06 AP ZAC 683 7741 08/29/2006 03 16 PM DYASUMUR 08/30/2006 03 15 PM JLIERLY BAIR O1 12/05/06 JLL BUILDING AIR SEAL TIME 13 00 12/05/06 DA KYLE 461 0043 12/04/2006 09 07 AM DYASUMUR 12/05/2006 03 37 PM JLIERLY no air seal complete and recall/jll BAIR 02 12/07/06 JLL BUILDING AIR SEAL TIME 13 00 12/07/06 AP kyle 461 0043 12/06/2006 08 55 AM PERMITS 12/06/2006 08 55 AM PERMITS 12/07/2006 03 41 PM JLIERLY BLI O1 12/08/06 JLL BUILDING INSULATION TIME 13 00 12/08/06 AP KYLE 461 0043 12/07/2006 03 56 PM DYASUMUR 12/08/2006 03 37 PM JLIERLY BPB O1 1/18/07 L BUILDING PIER BLOCKS 01/17/2007 10 43 AM PBARTHOL Scott 460 0946 It was slipped that changes in the foundation were made from mono to pier blocks COMMENTS AND NOTES PREPARED 12/08/06 9 52 51 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 12/08/06 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/17/06 JLL BUILDING FOUNDATION FOOTING TIME 09 00 8/17/06 AP 08/16/2006 02 01 PM DYASUMUR KELLY 808 4827 MORNING INSPECTION 08/17/2006 04 23 PM JLIERLY BL2 01 8/23/06 JLL BUILDING FOUNDATION WALL TIME 13 00 8/23/06 AP kelly 808 4827 08/23/2006 07 53 AM DYASUMUR 08/23/2006 04 36 PM JLIERLY DSD 01 8/30/06 JLL BUILDING DOWN SPOUT DRAINS TIME 13 00 8/30/06 AP ZAC 683 7741 08/29/2006 03 16 PM DYASUMUR 08/30/2006 03 15 PM JLIERLY BAIR 01 12/05/06 JLL BUILDING AIR SEAL TIME 13 00 12/05/06 DA KYLE 461 0043 12/04/2006 09 07 AM DYASUMUR 12/05/2006 03 37 PM JLIERLY no air seal complete and recall/jll BAIR 02 12/07/06 JLL BUILDING AIR SEAL TIME 13 00 12/07/06 AP kyle 461 0043 12/06/2006 08 55 AM PERMITS 12/06/2006 08 55 AM PERMITS 12/07/2006 03 41 PM JLIERLY BLI 01 12/0 06go BUILDING INSULATION TIME 13 00 KYLE 461 0043 12/07/2006 03 56 PM DYASUMUR COMMENTS AND NOTES PREPARED 12/07/06 8 58 35 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 12/07/06 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS '\ BL1 01 8/17/06 JLL BUILDING FOUNDATION FOOTING TIME 09 00 8/17/06 AP 08/16/2006 02 01 PM DYASUMUR KELLY 808 4827 MORNING INSPECTION 08/17/2006 04 23 PM JLIERLY BL2 01 8/23/06 JLL BUILDING FOUNDATION WALL TIME 13 00 8/23/06 AP kelly 808 4827 08/23/2006 07 53 AM DYASUMUR 08/23/2006 04 36 PM JLIERLY DSD O1 8/30/06 JLL BUILDING DOWN SPOUT DRAINS TIME 13 00 8/30/06 AP ZAC 683 7741 08/29/2006 03 16 PM DYASUMUR 08/30/2006 03 15 PM JLIERLY BAIR 01 12/05/06 JLL BUILDING AIR SEAL TIME 13 00 12/05/06 DA KYLE 461 0043 12/04/2006 09 07 AM DYASUMUR 12/05/2006 03 37 PM JLIERLY no air seal complete and recall/jll BAIR 02 12/07/06L BUILDING AIR SEAL TIME 13 00 kyle 461 0043 12/06/2006 08 55 AM PERMITS 12/06/2006 08 55 AM PERMITS COMMENTS AND NOTES PREPARED 12/05/06 10 41 39 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 12/05/06 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/17/06 JLL BUILDING FOUNDATION FOOTING TIME 09 00 8/17/06 AP 08/16/2006 02 01 PM DYASUMUR KELLY 808 4827 MORNING INSPECTION 08/17/2006 04 23 PM JLIERLY BL2 01 8/23/06 JLL BUILDING FOUNDATION WALL TIME 13 00 8/23/06 AP kelly 808 4827 08/23/2006 07 53 AM DYASUMUR 08/23/2006 04 36 PM JLIERLY DSD 01 8/30/06 JLL BUILDING DOWN SPOUT DRAINS TIME 13 00 8/30/06 AP ZAC 683 7741 08/29/2006 03 16 PM DYASUMUR 08/30/2006 03 15 PM JLIERLY BAIR 01 12/05/06 BUILDING AIR SEAL TIME 13 00 KYLE 461 0043 12/04/2006 09 07 AM DYASUMUR COMMENTS AND NOTES a4AIL4 uvw f, V PREPARED 11/22/06 10 44 21 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 11/22/06 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 11/21/06 JLL PLUMBING ROUGH IN TIME 13 00 11/21/06 AP 11/21/2006 08 15 AM DYASUMUR 11/21/2006 04 36 PM JLIERLY PL6 01 11/22/06 PLUMBING WATER SUPPLY FETE 460 0097 11/21/2006 09 43 AM PERMITS COMMENTS AND NOTES BUILDING DIVISION CITY OF PORT ANGELES Correction Notice Job Located at 0 W Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction These corrections must be made and are not to be covered until reinspection is made When corr tons have been made, please call L for inspection Date spector for Building Division nn K1^r nG\AA\/G rU10 rwt± PREPARED 11/21/06 10 02 57 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 11/21/06 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/17/06 JLL BUILDING FOUNDATION FOOTING TIME 09 00 8/17/06 AP 08/16/2006 02 01 PM DYASUMUR KELLY 808 4827 MORNING INSPECTION 08/17/2006 04 23 PM JLIERLY BL2 01 8/23/06 JLL BUILDING FOUNDATION WALL TIME 13 00 8/23/06 AP kelly 808 4827 08/23/2006 07 53 AM DYASUMUR 08/23/2006 04 36 PM JLIERLY DSD O1 8/30/06 JLL BUILDING DOWN SPOUT DRAINS TIME 13 00 8/30/06 AP ZAC 683 7741 08/29/2006 03 16 PM DYASUMUR 08/30/2006 03 15 PM JLIERLY BL3 01 11/21/06 LL BUILDING FRAMING TIME 13 00 RICK NO # 11/21/2006 08 14 AM DYASUMUR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 11/21/06 ALL PLUMBING ROUGH IN TIME 13 00 ltkn11/21/2006 08 15 AM DYASUMUR 11VCOMMENTS AND NOTES CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 FAST 5TH STREET PORT ANGELES,WA 98362 ,.i Application Number 06 00000633 Date 10/31/06 Application pin number 696617 Property Address 1702 W 10TH ST A ASSESSOR PARCEL NUMBER 06 30 00 0 3 1105 0000 Tenant nbr name RICK & TERRY. HOCH Application type description RES NEW DUPLEX Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 198709 Owner Contractor HOCH RICHARD L HOCH CONSTRUCTION 4201 TRUCK RTE 4201TUMWATER TRUCK TRAIL PORT ANGELES WA 983632470 PORT ANGELES WA 98363 (360) 452 5381 Other struct info TOTAL %. LOT COVERAGE 29 52 NUMBER OF STORIES 1 00 EXISTING LOT COVERAGE 1 00 LOT SIZE 11090 00 PROPOSED LOT COVERAGE 3050 00 TOTAL LOT COVERAGE 3050 00 `�!\ NUMBER OF UNITS 2 00 \V\ Permit ELECTRICAL NEW RESIDENTIAL O Additional desc SHAMP/ 2 200A SVC O Permit pin number 89789 �I Sub Contractor SHAMP ELECTRICAL CONTRACTING Permit Fee 102 10 Plan Check-Fee 00 Issue Date 10/31/06 Valuation 0 Expiration Date 4/29/07 Qty Unit Charge Per Extension 1 00 78 7000 ECH EL RM 0 200 1ST SRV FEEDER 78 70 1 00 23 4000 ECH EL RM 0 200 ADD SRV FEEDER 23 40 O Special Notes and Comments t Address numbers shall be plainly visible from the street l Address numbers shall be a minimum of six inches high and be Of contrasting color from the background A residential fire sprinkler system, ins_ta1T_edtper:NFP_A 13D will be required 2nd option is to install an outside alarm bell that is 1 inter connected- to the residence s smoke detectors The alarm bell will be painted red in color and identified as Fire alarm 06/19/2006 11 21 AM SROBERDS Proposal is a duplex approved under CUP 06 02 in the RS 7 zone No land use impacts anticipated Electrical load calculations and elctrical permits are required Upgrades or additions to electrical facilities at customer s expense 06/19/2006 03 43 PM GMCLAIN iT�i rc To be feed from north side of 10ht St Overhead clearance required accross 10th Street minimum of 18 feet for service wires 06/19/2006 03 44 PM GMCLAIN Sidewalk to City standards required for school walking COMMENTS/ACTION NEEDED U ADD 4RV FEEDER iupo.'al l is a dui t x ELECTRICAL PERMIT INSPECTION RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIARUM 24 HOUR NOTICE. ITIS UNLAWFUL.TO COVED INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED coMM tm YES NO DITCH SERVICE FINAL GENERAL COMMENTS: Pw-1102.13I4%1 avw� CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION ' 321 EAST STH STREET PORT ANGELES.WA 98362 Page 2 Application Number 06 00000633 Date 10/31/06 Application pin number 696617 Special Notes and Comments route Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way Maximum driveway width is 30 An inspection by Public Works Engineering is required prior to prouring concrete Other Fees SEWER SYSTEM DELV CHARGE 1740 00 STATE SURCHARGE 4 50 STATE SURCHARGE ADDT 2 00 PW WATER SYSTEM USE FEE 2400 00 Fee summary Charged Paid Credited Due Permit Fee Total 102 10 102 10 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4146 50 4146 50 00 00 Grand Total 4248 60 4248 60 00 00 4-^ e 'Ciry•-Stantfa'tc9s'�� r , Id credited i COMMENTS/ACTION NEEDED �' � ELECTRICAL PERMIT INSPECTION RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MMMM M 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK.BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMff CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPT® COMMENTS YES NO ..�� .Q SERVICE FINAL GENERAL COMMENTS: vw-i io2.�s lel r LINDBERG .SMITH A R C H I E C T S September 6 2006 Jim Lierly City of Port Angeles f 321 East Fifth Street Port Angeles WA 98362 I RE Hoch Duplex Dear Jim Rick Hoch hasrequested we look at using 2x10 floor joists at his duplex located at 1702.West 10th Street. The existing drawings call.out for 9'Y2" engineered wood joists spanning 10-0' and at 16" on center We have approved the use of the 2x10 joists. The attachedcalculation is for 2x10 number two joists.at 16" on_center shoeing is adequate for this loading and span If you have any additional questions.please contact us Respectfully, LINDBERG & SMITH ARCHITECTS;INC., P.S. Charles D S ith Arc ' ect fit 319 south peabody suite b/port angeles wa 98362/360 452.6116 fax 360 452 7064 email contact@lindarch.com/www.lindarch.com Floor Joistf 2000 International Buildinq Code(97 NDS)I Ver 6 00 7 Bv- Charles Smith Lindberg&Smith on 09-06-2006 2:16 43 PM Project: HOCH Location. FLOOR JOISTS Summary- 1 5 IN x 9.25 IN x 10 0 FT (a_ 16 O C /#2 Douqlas Fir-Larch Dry Use Section Adequate By- 143.5% Controlling Factor Section Modulus/Depth Required 6.21 In Center Span Deflections: Dead Load. DLD-Center= 002 IN Live Load. LLD-Center= 008 IN =U1583 Total Load: TLD-Center= 009 IN=U1267 Center Span Left End Reactions(Support A) Live Load: LL-Rxn-A= 267 LB Dead Load: DL-Rxn-A= 67 LB Total Load. TL-Rxn-A= 333 LB Bearinq Lenqth Required (Beam only support capacity not checked) BL-A= 0.36 IN Center Span Riqht End Reactions(Support B) Live Load LL-Rxn-B= 267 LB Dead Load DL-Rxn-B= 67 LB Total Load: TL-Rxn-B= 333 LB Bearing Length Required (Beam only support capacity not checked) BL-B= 0.36 IN Joist Data. Center Span Lenqth. L2= 100 FT Floor sheathinq applied to top of joists-top of joists fully braced. Live Load Duration Factor Cd= 1 00 Live Load Deflect. Criteria. U 480 Total Load Deflect. Criteria: U 360 Center Span Loadinq Uniform Floor Loading Live Load: LL 2= 400 PSF Dead Load: DL 2= 100 PSF Total Load. TL 2= 500 PSF Total Load Adjusted for Joist Spacing: wT 2= 67 PLF Properties For#2 Douqlas Fir-Larch Bendinq Stress. Fb= 900 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity- E= 1600000 PSI Stress Perpendicular to Grain. Fc-perp= 625 PSI Adjusted Properties Fb' (Tension) Fb'= 1139 PSI Adjustment Factors. Cd=1 00 Cf=1 10 Cr=1 15 Fv' Fv'= 95 PSI Adjustment Factors. Cd=1 00 Design Requirements Controllinq Moment: M= 833 FT-LB 5 0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear V= 287 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections. Section Modulus(Moment) Sreq= 878 IN3 S= 21 39 IN3 Area(Shear) Areq= 453 IN2 A= 13.88 IN2 Moment of Inertia (Deflection)- Ireq= 3000 IN4 1= 98.93 IN4 PREPARED 8/30/06 8 31 56 INSPECTION TICKET PAGE 43 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 8/30/06 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX PERMIT SPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/17/06 JLL BUILDING FOUNDATION FOOTING TIME 09 00 8/17/06 AP 08/16/2006 02 01 PM DYASUMUR KELLY 808 4827 MORNING INSPECTION 08/17/2006 04 23 PM JLIERLY BL2 01 8/23/06 JLL BUILDING FOUNDATION WALL TIME 13 00 8/23/06 AP kelly 808 4827 08/23/2006 07 53 AM DYASUMUR 08/23/2006 04 36 PM JLIERLY DSD O1 8/30/06LTJ L BUILDING DOWN SPOUT DRAINS TIME 13 00 o t 08/ 683 7741 08/29/2006 03 16 PM DYASUMUR COMMENTS AND NOTES PREPARED 8/23/06 8 22 06 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 8/23/06 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06 00000633 RES NEW DUPLEX PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/17/06 JLL BUILDING FOUNDATION FOOTING TIME 09 00 8/17/06 AP 08/16/2006 02 01 PM DYASUMUR KELLY 808 4827 MORNING INSPECTION 08/17/2006 04 23 PM JLIERLY BL2 01 8/23/06 BUILDING FOUNDATION WALL TIME 13 00 1 kelly 808 4827 08/23/2006 07 53 AM DYASUMUR COMMENTS AND NOTES PREPARED 8/17/06 10 45 47 INSPECTION TICKET PAGE 19 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 8/17/06 ADDRESS 1702 W 10TH ST A SUBDIV TENANT NBR RICK & TERRY HOCH CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER HOCH RICHARD L PHONE PARCEL 06 30 00 0 3 1105 0000 APPL NUMBER 06-00000633 RES NEW DUPLEX -- -------- ---- - ---- PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 8/17/06 L BUILDING FOUNDATION FOOTING TIME 09 00 08/16/2006 02 01 PM DYASUMUR KELLY 808-4827 MORNING INSPECTION COMMENTS AND NOTES CITY OF PORT ANGELES PUBLIC WORKS -UTILITIES DIVISION 321 EAST 3TH STREET PORT ANGELES,WA 98362 Application Number 06 00000633 Date 7/11/06 Application pin number 696617 Property Address 1702 W 10TH ST A ASSESSOR PARCEL NUMBER 06 30 00 0 3,1105 0000 Tenant nbr name RICK & TERRY HOCH Application type description RES NEW DUPLEX Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 198709 Owner Contractor HOCH RICHARD L HOCH CONSTRUCTION 4201 TRUCK RTE 4201TUMWATER TRUCK TRAIL PORT ANGELES WA 983632470 PORT ANGELES WA 98363 (360) 452 5381 Other struct info TOTAL % LOT COVERAGE 29 52 NUMBER OF STORIES 1 00 EXISTING LOT COVERAGE 1 00 LOT SIZE 11090 00 PROPOSED LOT COVERAGE 3050 00 TOTAL LOT COVERAGE 3050 00 NUMBER OF UNITS 2 00 Permit PUBLIC WORKS RES WATER SERV Additional desc Permit pin number 81273 Permit Fee 1430 00 Plan Check Fee 00 Issue Date 7/11/06 Valuation 198709 Expiration Date 1/07/07 Qty Unit Charge Per Extension 2 00 715 0000 EA PW W/M 1 SERV 5/8 METER 1430 00 Permit RIGHT OF WAY Additional desc Permit pin number 81281 Permit Fee 50 00 Plan Check Fee 00 Issue Date 7/11/06 Valuation 198709 Expiration Date 1/07/07 Qty Unit Charge Per Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00 Permit SANITARY SEWER HOOK UP Additional desc Permit pin number 81265 Permit Fee 118 00 Plan Check Fee 00 Issue Date 7/11/06 Valuation 198709 Expiration Date 1/07/07 Qty Unit Charge Per Extension 1 00 110 0000 EA SAN SEWER HOOKUP 110 00 1 00 8 0000 EA SAN SEW HOOKUP ADD/UT 8 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 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 govemin is type of work will be complied with whether specified herein or not. The granting of a permit does not presu "to give authority vi ate or cancel the provisions of any state or local law regulating construction or the performance of con 6n. 71111A� n re of Co ractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T-ftlicies\I 102.15R{1/051 PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY 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 YES NO CONSTRUCTIONR.W/PW/ CONSTRUCTION R.W ENGINEERING 4174807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417.4815 BUILDING T•\Policies\l 102.15R[1/051 CITY OF PORT ANGELES PUBLIC WORKS -U nLrFI£S DIVISION 321 EAST'STR'STREET PORT ANGELES,WA 98362 Page 2 Application Number 06 00000633 Date 7/11/06 Application pin number 696617 Special Notes and Comments of contrasting color from the background A residential fire sprinkler system installed per NFPA 13D will be required 2nd option is to install an outside alarm bell that is inter connected to the residence s smoke detectors The alarm bell will be painted red in color and identified as Fire alarm 06/19/2006 11 21 AM SROBERDS Proposal is a duplex approved under CUP 06 02 in the RS 7 zone No land use impacts anticipated Electrical load calculations and elctrical permits are required Upgrades or additions to electrical facilities at customer s expense 06/19/2006 03 43 PM GMCLAIN To be feed from north side of 10ht St Overhead clearance required accross 10th Street minimum of 18 feet for service wires 06/19/2006 03 44 PM GMCLAIN Sidewalk to City standards required for school walking route Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way Maximum driveway width is 30 An inspection by Public works Engineering is required prior to prouring concrete Other Fees SEWER SYSTEM DELV CHARGE 1740 00 STATE SURCHARGE 4 50 STATE SURCHARGE ADDT 2 00 PW WATER SYSTEM USE FEE 2400 00 Fee summary Charged Paid Credited Due Permit Fee Total 1598 00 1598 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4146 50 4146 50 00 00 Grand Total 5744 50 5744 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 TAPolicies\1102.15R11/051 PERMT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY 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 CONiMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W /PW/ CONSTRUCTION RW ENGINEERING 417-4807 PW/ENGINEERING FIRE 417.4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T•\Policies11102.15R[1105] C'' "4""N CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION v 321 EAST 5TH STREET PORT ANGELES,WA 98362 Application Number 06 00000633 Date 7/11/06 Application pin number 696617 Property Address 1702 W 10TH ST A ASSESSOR PARCEL NUMBER 06 30 00 0 3 1105 0000 Tenant nbr name RICK & TERRY HOCH Application type description RES NEW DUPLEX Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 198709 Owner Contractor HOCH RICHARD L HOCH CONSTRUCTION 4201 TRUCK RTE 4201TUMWATER TRUCK TRAIL PORT ANGELES WA 983632470 PORT ANGELES WA 98363 (360) 452 5381 Other struct info TOTAL % LOT COVERAGE 29 52 NUMBER OF STORIES 1 00 EXISTING LOT COVERAGE 1 00 LOT SIZE 11090 00 PROPOSED LOT COVERAGE 3050 00 TOTAL LOT COVERAGE 3050 00 NUMBER OF UNITS 2 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc Permit pin number 80218 Permit Fee 1574 65 Plan Check Fee 629 86 Issue Date 7/11/06 Valuation 198709 Expiration Date 1/07/07 Qty Unit Charge Per Extension BASE FEE 1020 25 99 00 5 6000 THOU BL-100 001 500K (5 60 PER K) 554 40 Permit MECHANICAL PERMIT Additional desc Permit pin number 80226 Permit Fee 133 55 Plan Check Fee 00 Issue Date 7/11/06 Valuation 0 Expiration Date 1/07/07 Qty Unit Charge Per Extension BASE FEE 50 00 2 00 14 7000 ECH ME INSTALL 100 FAU 29 40 6 00 7 2500 ECH ME VENT FAN 43 50 1 00 10 6500 ECH ME VENT SYSTEM OTHER 10 65 Permit PLUMBING PERMIT Additional desc /�/�/, / Permit pin number 80234 Permit Fee 178 00 Plan Check Fee 00 Issue Date 7/11/06 Valuation 0 G ` Expiration Date 1/07/07 0`� Qty Unit Charge Per Extension / BASE FEE 50 00 10 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 70 00 Separate Permits are required forelectrical 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—l-hereby-ceftify-that-1-have-read-and-examined-this_application_and-know the same_toJb-e-true-and correct._AII provisions of laws andoMinances governing this of work will be complied with whether specified herein or not. The granting of a permit does not presuto give authority to vi ate cancel the provisions of any state or local law regulating construction or the performance of cons cti ♦ r y7h& Sig atdre of Contra or or Authorized Agent Date Signature of Owner(if owner is builder) Date T•\Policies\1102 15 building permit inspection record05 wpd[1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDER FLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY. BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING �► Orr. JOISTS/ GIRDERS ' SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING 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#'s SEPA. PARKING/LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YESNO ELECTRICAL LIGHT DEPT 4174735 ELECTRICAL LIGHT DEPT CONSTRUCTION RW /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 4174653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T\Policies\1102_15 building permit inspection record05 wpd[1/4/2005] 0, FAN CITY OF PORT ANGELES � DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION �� 321 EAST 5TH STREET PORT ANGELES,WA 98362 Page 2 Application Number 06 00000633 Date 7/11/06 Application pin number 696617 Qty Unit Charge Per Extension 2 00 7 0000 ECH PL EA INSTALL WATER PIPE 14 00 2 00 15 0000 ECH PL EA BLDG SEWER 30 00 2 00 7 0000 ECH PL EA WATER HEATER 14 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 A residential fire sprinkler system installed per NFPA 13D will be required 2nd option is to install an outside alarm bell that is inter connected to the residence s smoke detectors The alarm bell will be painted red in color and identified as Fire alarm 06/19/2006 11 21 AM SROBERDS Proposal is a duplex approved under CUP 06 02 in the RS 7 zone No land use impacts anticipated Electrical load calculations and elctrical permits are required Upgrades or additions to electrical facilities at customer s expense • 06/19/2006 03 43 PM GMCLAIN ' a • To be feed from north side of 10ht St Overhead clearance required accross 10th Street minimum of 18 feet for service wires 06/19/2006 03 44 PM GMCLAIN Sidewalk to City standards required for school walking route Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way Maximum driveway width is 30 An inspection by Public Works Engineering is required prior to prouring concrete Other Fees SEWER SYSTEM DELV CHARGE 1740 00 STATE SURCHARGE 4 50 STATE SURCHARGE ADDT 2 00 PW WATER SYSTEM USE FEE 2400 00 Fee summary Charged Paid Credited Due Permit Fee Total 1886 20 1886 20 00 00 Plan Check Total 629 86 629 86 00 00 Other Fee Total 4146 50 4146 50 00 00 Grand Total 6662 56 6662 56 00 00 Separate Permits are required forelectrical 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=l=have-read-and-examined-this-appl[cation-and-know the-same-to-be-true-and-correct.—All-pro-visions 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 building permit inspection record05 wpd[1/4/2005) BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORKBEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS/WALLS t e_r b foc, S 1 FOUNDATION DRAINAGE/DOWN SPOUTS PIERS W POST HOLES(POLE BLDGS.) �J PLUMBING UNDER FLOOR/SLAB ROUGH-IN Q WATER LINE(METER TO BLDG) GAS LINE FINAL ATE -JL-`- ACCEPTED BY. BACK FLOW/WATER AIR SEAL WALLS f L 7 CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING Z QGj DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION -SU - SLAB WALL/FLOOR/CEILING Ga.i MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY FINAL `1—0 S-07DATE L L— ACCEPTED BY. �N COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB O BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT#'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 BUILDING 417-4815 O L(, BUILDING T-\Policies\1102_15 building permit inspection record05 wpd[1/4/2005] 1 A. PLYWOOD OR O.S.B.SHEAR WALLS 1 MAXIMUM SHEAR=250 P.L.F USE%' SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" OC FOR FRAMING USE DF NO.2. PROVIDE%' DIAMETER ANCHOR BOLTS AT 32"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 2. MAXIMUM SHEAR=315 P LY USE W SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5' OC. FOR FRAMING, USE DF NO.2. PROVIDE%"DIAMETER ANCHOR BOLTS AT 32"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 3 MAXIMUM SHEAR=375 P.LF USE%"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4' O.C. FOR FRAMING, USE 3X DF NO.2. PROVIDE%"DIAMETER ANCHOR BOLTS AT 24"0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR T(E DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 4 MAXIMUM SHEAR=490 P.L.F USE%"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O-C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32' 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS 5. MAXIMUM SHEAR=560 P.L.F USE W SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d'NAILS AT 3" O C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 6. MAXIMUM SHEAR=685 P LF USE l"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2 1/2"O C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS PROVIDE 5/8"DIAMETER ANCHOR BOLTS AT 20' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 7 MAXIMUM SHEAR=770 P.L.F USE.%"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2"0 C. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH.ANCHOR BOLTS. PROVIDE 5/8' DIAMETER ANCHOR BOLTS AT 18' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS n S. MAXIMUM SHEAR=870 P.L.F USE%' SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3112-OC FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4' DIAMETER ANCHOR BOLTS AT 20"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 9. MAXIMUM SHEAR=980 P.L.F USE W SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3"O C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATESWITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 18"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 10 MAXIMUM SHEAR= 1,200 P LY USE%"SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3"O C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4"DIAMETER ANCHOR BOLTS AT 14"0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 11 MAXIMUM SHEAR= 1,540 P L.F USE%"SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2"O C. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4"DIAMETER ANCHOR BOLTS AT 11 OC MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 12. MAXIMUM SHEAR= 1740 P.L.F USE 5/8"SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2"O C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4"DIAMETER ANCHOR BOLTS AT 9' O C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. �� k`w�wwx'j FOR OFFICIAL SE O LI' BUILDING PERMIT - APPLICATION Date Rea 6,11 - o Permit#. 33 Fill out COMPLETELY and in VVK.Your application and site plan MUST BE Date Approved COMPLETE to be accepted for review If you have any questions,can PERMITS (360)417-4815 FAX(360)417-4711 ate Issued: � Applicant o Agen _Lwcprai'kG MITU App ITtSG' Phone: Owner- NN Phone. 4�2-53$) Address:�0 I -TtAWWA --I` M.Clty -ANG&6_w7. NA I Zip 116 � Architect/Eng neer• L lwt1.%?!1 4 sin 11114 Phone: 4-j5Z-(, l 1(. Contractor{!92)4 (,p(1lFf(' LAC3n U1'l-) State License# 0644)0)'` 1 b d N 1- Exp Phone:-5'Z-53*, Address: 4a>i City. P7' N tsLbTS Zip !�If5tps PROJECT ADDRESS 17402 WTTV 16 "V 97'' (MO WpIJRZONIlVG _ )2_*"j LEGAL DESCRIPTION Lot: 6 If Block: -9 11 Subdivision.Gt rl op Ployr *40wg CLALLAM COUNTY PARCEL NUMBER. TYPE OF WORK. SIZE/VALUATION j�Residential 13New Constr ❑ Re-roof o Stove I Zl X Z SF @$7G D /SF = Multi-family ❑ Addition ❑ Move❑ Garage 2 SF @$ 2 f 3 1/SF = ❑ Commercial ❑ Remodel ❑ Demolition ❑ Deck 14-xI. SF @$_l�-•Do /SF =$- 3 - ❑ Repair ElSign ❑ Other TOTAL VALUATION $ I q P. BRIEF DESCRIPTION OF THE PROJECT #�'IN�. S�jZLt[T1'f0�1 0�-= ]WriLu%,/ �zoo►v� NR; 15MA ON-r5 W #N AM644� 51N41" �aAfiz ]ZAlxS' (T+r✓ 2 YIiVl7"5� COMMERCIAL/RESIDENTIAL. Occupancy Group. _ Occupant Load. Construction Type: tjoo D No of Stones:_L Lot Size:) 1p050-- . sting Sq Ft._ &Proposed Sq Ft. 3 0,150 =TOTAL Sq Ft..3�0 Total lot coverage 29.52 % PLANNING USE ONLY APPROVALS PLAN BLDG DPWU ESA/Wetland(s) ❑Yes❑No SEPA Checklist required? ❑ Yes ❑ No Other- FIRE. OTHER. 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. EXTIRATION 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 R105.3.2 of the International Building/Residential Code,2003). No application can be extended more than once. I hereby certify that I 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 it is my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior toork. TAFORMS\BIdgPermitform.wpd Applicant: Date. Z IV O (p JHOCH RICHARD L Km .File Edit List Commands View Help ASSESSOR PARCEL NUMBER. 06-30-00-0-3-1105-0000- Street Name 170 UJ 10TH ST. A 1581481' * 170 UO 10TH ST b - mm- �l �158_ _. . ._- G7'-j'Lmt3 40'-5 1/8' 681-5 15/16 AftQarLe-, CIRIA.M. M rol NEW 4'THICK CONCRETE PATIO vf RIFT SIZE - - - - - - - - - - - - - - -- - - - - - - - - - - r- ISETBACK I F------------------------------------ ------------------------------------------------------ I �CONCRETE PROPOSED NEW tTHICKC-ONCFi!ETE O I O Q L-- GARAGES L------ DM 4Y OVER COMPACTED GRAVEL BABE at) j O Q rr ° r--- -- cn Ll I------- - NEW CONCRE WALK,STE"TE AND STOOP ------------------------------------------ ------------- -------------------- 13'-0'81Dr=STREET SETBACK NEW SIDEWALK,DRIVE AND CURB AS PER NEW 4'THICK C.CNCFir=Tr= — CITY Or PORT ANGELES PATIO VERIFY SIZE STANDARD DETAILS 4MU L, IND13E R C H I C T S-"M IMGZTM=j t S ARCWMCV 319 s.peabody,suite bi port angeles,wa 98362 cl, 360.452.6116 fax 360.452.7064 T6 Project: Project No. Subject: By: 6Pr.:,-7 Date: )off--6 -,200(4, Sheet of bow to- 9NOW LINDBEW� C TI!A R C H 319 S.Peabody Suite B. Port Angeles,WA 98362 360.452.6116/fax 360.452.7064 coniact(aNindarch.com/www.lindarch.com Project: , ESC ProjectNo Subject: By- Date �� ©Gv Sheet_--Z of SHEAR WALL SUMMARY W L H V V/L SW VH-WL/2 POST HOLD DOWN A e al' At62� 3a A? - - - � z 41-7 21 3 20 -3531 17-7 - ZS ► S I/ALLOFrr/FR MINFO/FORMS/SBEARWAL Roof Beam(2000 International Buildinq Code(97 NDS)I Ver 6 00 7 By- Charles Smith Lindberg!&Smith on: 06-08-2006 4:25 18 PM Project: HOCH DUPLEX Location: ROOF 1 Summary- 3.5 IN x 7.25 IN x 9 0 FT /#2 Douqlas Fir-South Dry Use Section Adequate By 101 4% Controlling Factor- Section Modulus/Depth Required 5.11 In Deflections: Dead Load- DLD= 006 IN Live Load: LLD= 012 IN= U929 Total Load: TLD= 018 IN = U615 Reactions(Each End): Live Load: LL-Rxn= 473 LB Dead Load: DL-Rxn= 241 LB Total Load: TL-Rxn= 714 LB Bearing Length Required (Beam only support capacity not checked) BL= 039 IN Beam Data: Span. L= 90 FT Maximum Unbraced Span Lu= 2.0 FT Pitch Of Roof- RP= 4 12 Live Load Deflect. Criteria. U 240 Total Load Deflect. Criteria. U 180 Roof Loadinq: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One. TW1= 2.0 FT Roof Live Load-Side Two LL2= 350 PSF Roof Dead Load-Side Two DL2= 150 PSF Tributary Width-Side Two- TW2= 10 FT Roof Duration Factor Cd= 1 15 Beam Self Weiqht: BSW= 6 PLF Slope/Pitch Adjusted Lenqths and Loads. Adjusted Beam Lenqth Ladj= 90 FT Beam Uniform Live Load: wL= 105 PLF Beam Uniform Dead Load: wD_adl= 54 PLF Total Uniform Load: WT= 159 PLF Properties For#2 Douqlas Fir-South Bendinq Stress: Fb= 850 PSI Shear Stress: Fv= 90 PSI Modulus of Elasticity- E= 1200000 PSI Stress Perpendicular to Grain. Fc_perp= 520 PSI Adjusted Properties Fb' (Tension) Fb'= 1266 PSI Adjustment Factors. Cd=1 15 CI=1 00 Cf=1.30 Fv' Fv'= 104 PSI Adjustment Factors: Cd=1 15 Design Requirements Controllinq Moment: M= 1606 FT-LB 4 5 ft from left support Critical moment created by combining all dead and live loads Controllinq Shear- V= 628 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus(Moment) Sreq= 15.22 IN3 S= 30.66 IN3 Area(Shear) Areq= 910 IN2 A= 2538 IN2 Moment of Inertia (Deflection) Ireq= 32.51 IN4 1= 111 15 IN4 Multi-Loaded Beamf 2000 International Buildinq Code(97 NDS)1 Ver.6.00 7 Bv- Charles Smith Lindberg&Smith on:06-08-2006 4:3002 PM Proiect: HOCH DUPLEX Location. ROOF 2 Summary- 5 125 IN x 12.0 IN x 6.0 FT /24F V4 Visuallv Graded Western Species Dry Use Section Adequate By, 54.2% Controlling Factor-Area/Depth Required 7 78 In Center Span Deflections: Dead Load: DLD-Center= 001 IN Live Load: LLD-Center= 003 IN = L/2813 Total Load TLD-Center= 004 IN = U1934 Camber Required: C= 0.02 IN Center Span Left End Reactions (Support A) Live Load: LL-Rxn-A= 3244 LB Dead Load: DL-Rxn-A= 1456 LB Total Load TL-Rxn-A= 4700 LB Bearinq Lenqth Required (Beam only support capacity not checked) BL-A= 141 IN Center Span Riqht End Reactions(Support B) Live Load: LL-Rxn-B= 3598 LB Dead Load: DL-Rxn-B= 1684 LB Total Load: TL-Rxn-B= 5282 LB Bearing Length Required (Beam only support capacity not checked) BL-B= 1.59 IN Beam Data. Center Span Lenqth L2= 60 FT Center Span Unbraced Lenqth-Top of Beam: Lu2 Top= 2.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.0 FT Live Load Duration Factor Cd= 1 00 Live Load Deflect. Criteria. U 360 Total Load Deflect. Criteria. U 240 Center Span Loading: Uniform Load: Live Load: wL 2= 158 PLF Dead Load: wD-2= 68 PLF Beam Self Weight: BSW= 15 PLF Total Load wT 2= 241 PLF Point Load 1 Live Load PL1 2= 1604 LB Dead Load PD1 2= 802 LB Location (From left end of span) X1 2= 5.0 FT Trapezoidal Load 1 Left Live Load TRL-Left-1 2= 858 PLF Left Dead Load. TRD-Left-1 2= 368 PLF Riqht Live Load: TRL-Riqht-1 2= 858 PLF Riqht Dead Load. TRD-Right-1 2= 368 PLF Load Start: A-1 2= 00 FT Load End: B-1 2= 5 0 FT Load Lenqth. C-1 2= 5.0 FT Properties For-24F V4-Visually Graded Western Species Bendinq Stress. Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity- Ex= 1800000 PSI Ev= 1600000 PSI Stress Perpendicular to Grain. Fc perp= 650 PSI Bendinq Stress of Comp Face in Tension- Fb_cpr= 1200 PSI Adjusted Properties F Fb' (Tension) b'= 2394 PSI Adjustment Factors. Cd=1 00 CI=1 00 Fv' Fv'= 190 PSI Adiustment Factors. Cd=1 00 Design Requirements Controllinq Moment: M= 7528 FT-LB 3 18 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear- V= 5051 LB At a distance d from riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections. Section Modulus (Moment) Sreq= 3774 IN3 S= 12300 IN3 Area (Shear) Areq= 39.87 IN2 A= 61.50 IN2 Moment of Inertia(Deflection)- Ireq= 9444 IN4 1= 73800 IN4 Multi-Loaded Beamr 2000 International Building Code (97 NDS)1 Ver-6 00 7 By Charles Smith Lindberg&Smith on. 06-08-2006 4 33 50 PM Protect: HOCH DUPLEX Location: ROOF 3 Summary- 5.5 IN x 11.5 IN x 3 0 FT /#2 Douqlas Fir-South Dry Use Section Adequate By 1.9% Controlling Factor-Area/Depth Required 11.28 In Center Span Deflections: Dead Load: DLD-Center= 000 IN Live Load: LLD-Center= 001 IN = U6984 Total Load: TLD-Center- 001 IN =U4769 Center Span Left End Reactions(Support A) Live Load- LL-Rxn-A= 3142 LB Dead Load: DL-Rxn-A= 1458 LB Total Load. TL-Rxn-A= 4600 LB Bearinq Lenqth Required (Beam only support capacity not checked) BL-A= 1.61 IN Center Span Riqht End Reactions(Support B) Live Load: LL-Rxn-B= 1602 LB Dead Load: DL-Rxn-B= 750 LB Total Load: TL-Rxn-B= 2352 LB Bearing Length Required (Beam only support capacity not checked) BL-B= 082 IN Beam Data. Center Span Length. L2= 30 FT Center Span Unbraced Lenqth-Top of Beam. Lu2 Top= 2.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.0 FT Live Load Duration Factor Cd= 1 00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria. U 240 Center Span Loading: Uniform Load: Live Load. wL 2= 0 PLF Dead Load wD-2= 0 PLF Beam Self Weight: BSW= 15 PLF Total Load. wT 2= 15 PLF Point Load 1 Live Load: PL1 2= 3500 LB Dead Load- PD1 2= 1602 LB Location (From left end of span) X1 2= 1 0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 788 PLF Left Dead Load: TRD-Left-1 2= 338 PLF Riqht Live Load: TRL-Riqht-1 2= 788 PLF Riqht Dead Load. TRD-Right-1 2= 388 PLF Load Start: A-1 2= 00 FT Load End: B-1 2= 1 0 FT Load Length. C-1 2= 1.0 FT Trapezoidal Load 2 Left Live Load TRL-Left-2 2= 228 PLF Left Dead Load: TRD-Left-2 2= 98 PLF Right Live Load: TRL-Riqht-2 2= 228 PLF Right Dead Load: TRD-Right-2-2= 98 PLF Load Start: A-2 2= 10 FT Load End- B-2 2= 3.0 FT Load Lenqth: C-2 2= 2.0 FT Properties For#2 Douqlas Fir-South Bendinq Stress. Fb= 825 PSI Shear Stress Fv= 85 PSI Modulus of Elasticity" E= 1000000 PSI Stress Perpendicular to Grain. Fc_perp= 520 PSI Adjusted Properties Fb (Tension) Fb'= 823 PSI Adjustment Factors: Cd=1.00 CI=1 00 Cf=1 00 Fv' Fv'= 85 PSI Adjustment Factors: Cd=1 00 Design Requirements. Controlling Moment: M= 3987 FT-LB 1 02 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear- V= 3516 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus (Moment) Sreq= 58.10 IN3 S= 121.23 IN3 Area(Shear) Areq= 62.05 IN2 A= 63.25 IN2 Moment of Inertia(Deflection) Ireq= 3593 IN4 1= 69707 IN4 Roof Beamf 2000 International Building Code(97 NDS)I Ver 6 00 7 Bv- Charles Smith Lindberg&Smith on: 06-08-2006 4.34:26 PM Project: HOCH DUPLEX Location ROOF 4 Summary- 3.5 IN x 5.5 IN x 6.0 FT /#2 Douglas Fir-South Dry Use Section Adequate By 33 8% Controlling Factor- Section Modulus/Depth Required 4 76 In Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 011 IN =U685 Total Load: TLD= 015 IN = U465 Reactions(Each End) Live Load: LL-Rxn= 630 LB Dead Load: DL-Rxn= 299 LB Total Load TL-Rxn= 929 LB Bearing Length Required (Beam only support capacity not checked) BL= 0.51 IN Beam Data. Span: L= 60 FT Maximum Unbraced Span. Lu= 2.0 FT Pitch Of Roof- RP= 4 12 Live Load Deflect. Criteria. U 240 Total Load Deflect. Criteria. U 180 Roof Loading: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One. DL1= 15.0 PSF Tributary Width-Side One: TW1= 2.0 FT Roof Live Load-Side Two LL2= 350 PSF Roof Dead Load-Side Two DL2= 150 PSF Tributary Width-Side Two TW2= 40 FT Roof Duration Factor Cd= 1 15 Beam Self Weight: BSW= 5 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length. Ladl= 60 FT Beam Uniform Live Load: wL= 210 PLF Beam Uniform Dead Load: wD_adj= 100 PLF Total Uniform Load wT= 310 PLF Properties For#2 Douglas Fir-South Bending Stress: Fb= 850 PSI Shear Stress: Fv= 90 PSI Modulus of Elasticity E= 1200000 PSI Stress Perpendicular to Grain. Fc perp= 520 PSI Adjusted Properties Fb' (Tension) Fb'= 1267 PSI Adjustment Factors: Cd=1 15 CI=1 00 Cf=1.30 Fv' Fv'= 104 PSI Adjustment Factors. Cd=1 15 Design Requirements Controlling Moment: M= 1393 FT-LB 3.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear V= 799 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment) Sreq= 1319 IN3 S= 1765 IN3 Area(Shear) Areq= 11.57 IN2 A= 19.25 IN2 Moment of Inertia (Deflection) Ireq= 18.80 IN4 1= 4853 IN4 Roof Beam[2000 International Buildinq Code(97 NDS)1 Ver 6.00 7 By Charles Smith Lindberg&Smith on: 06-08-2006 4.34:50 PM Project: HOCH DUPLEX Location. ROOF 5 Summary- 3.5 IN x 5.5 IN x 5.0 FT /#2 Douqlas Fir-South Dry Use Section Adequate By 92.6% Controlling Factor-Section Modulus/Depth Required 3 96 In Deflections: Dead Load: DLD= 002 IN Live Load: LLD= 005 IN = L/1183 Total Load. TLD= 007 IN= U803 Reactions(Each End) Live Load: LL-Rxn= 525 LB Dead Load: DL-Rxn= 249 LB Total Load. TL-Rxn= 774 LB Bearing Length Required (Beam only support capacity not checked) BL= 043 IN Beam Data. Span: L= 50 FT Maximum Unbraced Span. Lu= 2.0 FT Pitch Of Roof- RP= 4 12 Live Load Deflect. Criteria. L/ 240 Total Load Deflect. Criteria: L/ 180 Roof Loadinq: Roof Live Load-Side One: LL1= 350 PSF Roof Dead Load-Side One: DL1= 150 PSF Tributary Width-Side One: TW1= 2.0 FT Roof Live Load-Side Two LL2= 35.0 PSF Roof Dead Load-Side Two DL2= 150 PSF Tributary Width-Side Two- TW2= 40 FT Roof Duration Factor Cd= 1 15 Beam Self Weiqht: BSW= 5 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth. Ladj= 5.0 FT Beam Uniform Live Load: wL= 210 PLF Beam Uniform Dead Load: wD_adj= 100 PLF Total Uniform Load WT= 310 PLF Properties For#2 Douqlas Fir-South Bendinq Stress: Fb= 850 PSI Shear Stress: Fv= 90 PSI Modulus of Elasticity' E= 1200000 PSI Stress Perpendicular to Grain. Fc_perp= 520 PSI Adjusted Properties Fb' (Tension)- Fb'= 1267 PSI Adjustment Factors: Cd=1 15 CI=1 00 Cf=1.30 Fv' Fv'= 104 PSI Adjustment Factors. Cd=1 15 Design Requirements. Controllinq Moment: M= 967 FT-LB 2.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear V= 635 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment) Sreq= 916 IN3 S= 1765 IN3 Area(Shear) Areq= 9.20 IN2 A= 19.25 IN2 Moment of Inertia(Deflection)- Ireq= 1088 IN4 1= 48.53 IN4 Roof Beam(2000 International Buildinq Code(97 NDS))Ver 6.00 7 Bw Charles Smith Lindberg&Smith on:06-08-2006 4 3508 PM Project: HOCH DUPLEX Location. ROOF 6 Summary- 3.5 IN x 5.5 IN x 4 0 FT /#2 Douqlas Fir-South Dry Use Section Adequate By-441 9% Controlling Factor-Area/Depth Required 2.26 In Deflections: Dead Load: DLD= 001 IN Live Load: LLD= 001 IN =U4622 Total Load: TLD= 002 IN = U3089 Reactions(Each End) Live Load: LL-Rxn= 210 LB Dead Load: DL-Rxn= 104 LB Total Load. TL-Rxn= 314 LB Bearing Length Required (Beam only support capacity not checked) BL= 017 IN Beam Data. Span. L= 40 FT Maximum Unbraced Span. Lu= 2.0 FT Pitch Of Roof- RP= 4 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria. U 180 Roof Loadinq: Roof Live Load-Side One LL1= 350 PSF Roof Dead Load-Side One DL1= 150 PSF Tributary Width-Side One. TW1= 2.0 FT Roof Live Load-Side Two LL2= 350 PSF Roof Dead Load-Side Two DL2= 150 PSF Tributary Width-Side Two TW2= 1.0 FT Roof Duration Factor Cd= 1 15 Beam Self Weiqht: BSW= 5 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladi= 40 FT Beam Uniform Live Load wL= 105 PLF Beam Uniform Dead Load: wD adi= 52 PLF Total Uniform Load —WT= 157 PLF Properties For#2 Douqlas Fir-South Bendinq Stress. Fb= 850 PSI Shear Stress: Fv= 90 PSI Modulus of Elasticity E= 1200000 PSI Stress Perpendicular to Grain. Fc_perp= 520 PSI Adjusted Properties Fb' (Tension) Fb'= 1267 PSI Adjustment Factors: Cd=1 15 CI=1 00 Cf=1.30 Fv' Fv'= 104 PSI Adjustment Factors. Cd=1 15 Design Requirements: Controllinq Moment: M= 314 FT-LB 2.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear- V= 245 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus(Moment) Sreq= 2.98 IN3 S= 1765 IN3 Area(Shear) Areq= 3.55 IN2 A= 19.25 IN2 Moment of Inertia (Deflection) Ireq= 2.83 IN4 1= 4853 IN4 PLYWOOD OR 0.3.8. SWSAR WALLS WALL L MAXKM81EAR 280 PLY: NO SWEAR WALL USE N'SWIM ONE WE OF W4LL. NAIL ALL EDGES WRN Sd NALL O REGIVIRED ❑ AT b'OAC: FOR F�AMNG��AT TFE ATIALwR BOLTB AT 82.O G FOR TE 00"AT EACH END OF TWE WALL,SFE FRAI'I WISEAR PLA*& rrO a 0 1+1 GENERALALL SWEATIM EDGES 64ALL ISE WOW WITH FRAMM WED ACCORDNCt di d TO SWEAR WALLSCWEDILE OR 2'NOMNAL AILOLKMCL COMECTKM t BETWEEN ROOF WATNG A14D WALL SHEATIM OR BETWEEN UPPER WALL ❑ '''9+++fyyy. A SWIEATW IM AND LOWER WALL SWEAT"SKALL AE SUCN NAT REGI EDGE NA LI W PER SCNEDU.E IS COMM TN20*14 OLOCKING AND WALL PLATE& SPACE IOd HALO AT D'Or-A.Cft MEIE WIATE FRAHM MW'EERS. TWO TE WNS ARE RFAAVD CN WTER FLOOR UW WE TE DO"SHALL AE BOLTED TO WE IIPPIR AND l QUER WALL 611D8 WALL'D' d AW CCNWCW BY COhM ATI0 A niQEADEO ROD AS PER M4NFACTLI�ERS NO SWEAR WALL REGIWRED 0 WALL'C' NO SWEAR WALL REGIllRED S� W4LL b NO SWEAR WALL REG>IURED ❑ 0 WALL E' ❑ T NO SWEAR WALL ! feamw SWEAR WALL PLAN SCALE.V4' I'-0' I F Ak:6 -IC-1 0 ROOF FRAMING PLAN ecaL E:141 r-o' ® P NGELES �— W A S H I N G T O N, U S A ® ' ® W Community & Economic Development Department W, 4 May 31 2006 J Mr and Mrs. Rick Hoch 1702 W 10th Street At' Port Angeles, WA 98362 RE Conditional Use Permit - CUP 06-02 1702 W 10th Street Dear Mr and Mrs. Hoch. As you know following a public hearing conducted on May 24, 2006 -the City's Planning Commission approved a conditional use permit to allow the development of a duplex in the RS-7 Residential Single Family zone at 1702 W l Oth Street. The conditional use permit is approved subject to the following conditions Conditions. 1 Separate water and electrical meters are required for each dwelling unit. Addressing for the duplex units shall be clearly identified as 1702 A and 1702 B West 10th Street. Address numbers must be at least six (6).inches in height and readily visible from the street and of contrasting color from their background. 2 Two (2) off-street parking spaces are required for each residential dwelling } unit for a total of four(4) spaces. 3 Smoke detectors are required per the International Residential Code. Iv 4 The applicant shall agree to a no protest LID agreement for future K Street improvements 5 The applicant shall construct a sidewalk to Public Works and Utilities Standards along the frontage of 10th Street. Driveway and site access shall be constructed to Public Works and Utilities Standards Phone 360-417-4750 / Fax: 360-417-4711 Website wwwcityofpa.us / Email smartgrowth@cityofpa.us 321 East Fifth Street P 0 Box 1150 / Port Angeles WA 98362-0217 6 All utility improvements including water, sanitary sewer, storm drainage and electrical are to be-completed to the satisfaction of the Public Works and Utilities Department. If you have any questions regarding'the above conditions of approval, or any general questions that this Department can answer, please don't hesitate to contact a staff member. at 417-4750 Sincerely, Sue Roberds Planning Manager ccuildmg Division files Public Works and Utilities