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Home My WebLink About433 W. 5th Street Address: 511 Street PREPARED 11/06/14, 13:10:13 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/06/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 433 W 5TH ST SUBDIV: CONTRACTOR DUFF ENTERPRISES PHONE (360) 452-6052 OWNER ROBERT AND KRISTINA LAWERENCE PHONE (360) 477-0881 PARCEL 06-30-00-0-0-8545-0000- APPL NUMBER: 14-00000897 RES REMODEL ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 11/06/14 J^ PLUMBING ROUGH-IN November 6, 2014 8:18:30 AM pbarthol. Bob 477-0881 --------------------- --------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION. 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000897 Date 8/07/14 Application pin number . . . 687640 Property Address . . . . . . 433 W 5TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-0-8545-0000- REPORT SALES TAX Application type description RES REMODEL on your state excise tax form subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 20000 ---------------------------------------------------------------------------- - Application desc add new roof frame interior remodel ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ROBERT AND KRISTINA LAWERENCE DUFF ENTERPRISES 430 W 5TH ST 73 KLAHHANE RIDGE DR. PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 477-0881 (360) 452-6052 --------------------------------- ------------------------------------------ Permit . . . . . . BUILDING- PERMIT -RESIDENTIAL Additional desc . . RES REMODEL - Permit Fee . . . . 347.75 Plan Check Fee 226.04 Issue Date . . . . 8/07/14� Valuation . . . . 20000 Expiration Date . . 2/03/15' Qty Unit Charge Per Extension BASE FEE 95.75 18.00 14.0000 THOU BL-2001-25K (14 PER K) 252.00 ---------------------------------------------------------------------------- Permit . . . . . MECHANICAL PERMIT Additional desc ADD NEW EX FANS Permit Fee . . . . 79.30 Plan Check Fee .00 Issue Date . . . . 8/07/14 Valuation . . . . 0 Expiration Date . . 2/03/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 2.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 14.50 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . MOVE LAUNDRY/KIT SINK Permit Fee . . . . 71.00 Plan Check Fee .00 Issue Date . . . . 8/07/14 Valuation . . . . 0 Expiration Date 2/03/15 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 7.0000 EA PL-PLUMBING TRAP 14.00 1.00 7.0000 EA PL-WATER LINE 7.00 ---------------------------------------------------------------------------- Special Notes and Comments August 7, 2014 8:35:35 Am banders. Separate Permits are required forelectrical 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 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 Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit 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 Sternwall 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 I Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Pkirting EPLANNING DEPT. Separate Permit#s SEPA: Parkin /Li h�fing ESA: Landscapinig ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 I Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00000897 Date 8/07/14 Application pin number . . . 687640 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form Existing overhead electrical service mast location will not be sufficient once addition is constructed. Coordinate with to the City of Port Angeles electrical inspector for approved electrical service entrance. (Location Code 0502) ---------------------------------------------------------------------------- Other Fees . . . I . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 498.05 498.05 .00 .00 Plan Check Total 226.04 226.04 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 728.59 728.59 .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 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:Forms/Building Division/Building Permit 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 Sternwall 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 I Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU I Ducts Rough-in Gas Line Wood Stove/Pellet I Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 I Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit REC IVED AUG CITY OF P ELES BUILDING DIVISION Z L44—J 9�,t-16 1 b e� IV ell" i 4-1 CITY OF PORT ANGELES—Constru&ion Plans The Issuance of this pemit h,"d' fmon these p!ans,specifi- cations and other dab 1�i4 not pr-nit 1k building official from thereafter MQL,r*t-ng the correc"n of errors in said Plans, specifications and other d,,,ta, Ar from preventing building operations being carried on therander when in violation of all coft 3nd ordinances of this iurisdiction. -06N 0303fe)-t Approval Date J JF r jjW-R I L± —j $71k 51 1 �j b t 1/1,� 40T of_ oc 4,03 + 10 CL AAA� �-Y-,$ Ftr;&F— tEAM Olk. y- Vf ��-O 4Pil,I T 5) ov Z 5T rr n. ft '2�I f�,A-V5 fjEo 7/w (P- 6,"e--e- RELD Bc)� LAcJ re k,te q7l-OE?81 .5-T 79 Ye -Fe a r AoqlACE SkirT-/A)& Vatw r S ?CDs ty Klt <— bg M ........... p.-Or of Me, two' L-7�7 volit 4-0 C-. f2- 1 ,33 lo, 10 O"oo- fq (YI A k- 1 119 40 Tub THE For City Use CITY f'"LES, OF -A- Permit# F W A S H I N G T 0 N, U . S. Dale Received: -7 "�kA 1- 321 E 51h Street ate Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0cityo[pa.us BUILDING PERMIT AJP LICATION q.3-5 ' Pot-, AX66� Project Address: Phone: 3&0, q 7 1, 0 t30 Primary Contact: & LAwre-n(e.-M a r-4a r4q Email: boVavorm i e nA a.r-f&ri in (Ff�Ma tvvq Name Phone Bcb bWteyi(e-k�r-4 rt�w etlStIA)A, ZAtwync-e 30L9, q67, gq72 Property Mailing Address Email Owner L130 Li. 5t�st la-0revvt-e-& City i�rt AAJ E 1�-% State CZA- Zip,9b 3(o 2�- Name--\� Phone Contractor Address Email Information city State Zip Contractor License# '0 L) Exp.Date: e?L" Legal Description. 4i Tax Parcel# lue: ( LhT t2 �"(0 610CA -toWAS1 ject Va materials and labor) ak, poo A-K q,E L,-c, Ll 0�3 0 00 --oo F$P72 0,0 0 L9 - " 'i Residential Commercial 11 Industrial 0 Public 11 Permit Demolition Fire 11 Repair 0 Reroof(tear off/lay over) Classification For the following,fill out both pages of permit application: (check New Construction 11 Exterior Remodel 11 Addition El Tenant Improvement appropriate) I Mechanical 11 Plumbing W Other 121 Rr�crrlclq Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes 13 No 09 Yes 0 No 1P VIA /J Project Description 6W'Skj ro op � `422' bo rtA d&�&fii4 - ai-�e.too-!Is fo meX, -e� b t�t lremojEl &Arom , move- &t�K +a-VA*r- 46 k)ort-k eod 'JV kk'w dfed ot ow hotfom-'o-f Abuse-�o cowr Is project ini Flood Zone: Yes 11 Noo Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ 1 have read and completed the application and know it 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 and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. 14 '-fo-hem 0 . LAoo re vi ce Aar-0 rl a 4 Print Name Si atur'&2"'Au"C-�- Residential Structures For Office Use Area Description(SQ FT) Existing Proposed ss value Basement First Floor -1)0, Second Floor ft)/P, Covered Deck/Porch/Entry LP tic ck"A E Deck(over 30"or 2"floor) Garage /P,- Carport Other(describe) Area Totals Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed. ss Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage (sq ft) %Lot Coverage (Total lot coverage lot size) 4006, 1 Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage-- lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # 1 Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # re air/alt ration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size:'D%rctv # Ventilation System # Forced Air Unit M Plumbing Fixtures Indicate how many of each type of fixtu e to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor(Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx . ......... ZQ! Nk NI-I 41 7w, IRK Address: 511 Street - q 57 Lk/ 5- PREPARED 12/16/14, 10:34:38 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/16/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 433 W STH ST SUBDIV: CONTRACTOR DAVE'S HTG & COOLING SRVC INC PHONE (360) 452-0939 OWNER ROBERT AND KRISTINA LAWERENCE PHONE (360) 477-0881 PARCEL 06-30-00-0-0-8545-0000- APPI, NUMBER: 14-00001102 RES MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHMICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 12/16/14 JLL MECHANICAL FINAL December 16, 2014 10:33:33 AM jlierly. ------------------------ ------------ COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Zk Application Number . . . . . 14-00001102 Date 9/12/14 Application pin number . . . 155864 Property Address . . . . . . 433 W 5TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-0-8545-0000- REPORT SALES TAX Application type description RES MECHANICAL PERMIT on your state excise tax-form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 2510 (Location Code 0502) ---------------------------------------------------------------------------- - Application desc DUCTLESS HEAT PUMP SYSTEM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ROBERT AND KRISTINA LAWERENCE DAVE'S HTG & COOLING SRVC INC 430 W 5TH ST PO BOX 413 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (3GO) 477-0881 (360) 452-0939 -------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . DUCTLESS HEAT PUMP SYSTEM Permit Fee . . . . 64.80 Plan Check Fee .00 Issue Date . . . . 9/12/14 Valuation . . . . 0 Expiration Date . . 3/11/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14,8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 ---------------------------------------------------------------------------- Special Notes and Comments Per Washington State Code 51-51-315, installation of Carbon Monoxide detector(s) is required if you are installing or replacing a fuel burning appliance (wood, pellet, gas)and must be in place prior to the final inspection of this permit. They are required to be place directly outside of each sleeping area and at least one on each floor of the house. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 64.80 64.80 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 64.80 G4.80 .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 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. (7a&f-ALN Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit 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 Tost 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 I Hold Downs Walls/Roof/Ceiling Drymall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL. Heat Pump/Furnace FAU I Ducts Rough-in Gas Line Wood Stove/Pellet/Chimhey Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking I Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 L Building 417-4815 T:Forms/Building Division/Building Permit 09/12/2014 10'.38AM FAX 1&0 0 0 1 00 0 1 THE j CITY OF NGELES. For City Use P 2— Permit# 2�1- //0 Date Received: 321 fast .5111 Street Port Angeles, WA 98362 Date Approved P; 360-417-4817-F, 360-417-4711 perniits@cityofpa.us Building Permit Application Project Address: Main Contact: Phone# E-Mail: Property K�-tS-�J a LAJ pholle Lf-7-7- Owner Mall9kilArldrass 4-1(-30 C'ty State Contractor �4 Phone =Vels 14e,,t-+' '* Coe) Ma I Add Elmail city A'n�s Contractor License# KC, Expiration; Projqct Value-. Zoning: Tax Parcel# Lot# Type of Residential IM, Commercial 13 Industrial 13 Public 13 Permit Demolition 0 Fire 13 Repair C3 Reroof(tear off/lay over), (3 For the following,fill out both pages of permit application: New Construction El Remodel [3 Addition C3 Tenant Improvement C3 Mechanical E3 Plumbing C3 Other E3 Existing Fire Sprinkler System? wight of structure Proposed Bedrooms Proposed Bathrooms yes 13 No 13 Project —Lb-5/f� - .0�-" Description -'A�v�'read and completed'the application and know it to be true and corre�f.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee Is not refundable after plan review has occ?Arred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the . permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will he considered abandoned and the fees forfeit Date Print Name Signature 0 ta-�Vj THE R, CITY OF ; T- AGELES For CIty Use Permit# Date Received; 321 Fast 511, Street Port Angeles,WA 98362 Date Approved P: 360-417-4817-F: 360-417-4711 -J permits@cityofpa.us Building Permit Application Project Address: Main Contact: Phone# E-Mail: Property Mutts '0 P110119 Owner V o lb 4 t:g-6 ro-- a W v,"c-,L_ Lf-7-7- aj`f-7-7-6gg 11 Id Email State zipeM?62 Contractor CIP Phone Ve Is 14&a.4i)i q- GO b NA I Add Email 78 city fe�r* Contractor License# Expiration: KC-, Prolqct Value: Zoning: Tax Parcel# 0!��2— 7 J Lot# Type of Residential Commercial 13 Industrial 13 Public 13 Permit Demolition 13 Fi re 13 Repair 13 Reroof(tear off/lay over): C3 For the following,fill out both pages of permit application: New Construction 13 Remodel E3 Addition 13 Tenant Improvement C3 Mechanical M Plumbing E3 Other E3 Existing Fire Sprinider System? Maximum height of structure ro-posed Bedroo posed Bathrooms Yes El No U Project I h -, Description V F- &�ve read and completed'the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has ocipArred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within ift days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature Address: 5 th Street t� '5 � V 3' Tf-, PREPARED 3/09/15, 14:02:53 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/09/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 433 W 5TH ST SUBDIV: CONTRACTOR DUFF ENTERPRISES PHONE (360) 452-6052 OWNER ROBERT AND KRISTINA LAWERENCE PHONE (360) 477-0881 PARCEL 06-30-00-0-0-8545-0000- APPL NUMBER: 14-00000897 RES REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/03/14 JLL BLDG FOUNDATION FOOTING 9/10/14 AP September 2, 2014 9:33:14 AM pbarthol. Robert 477-0881 September 10, 2014 8:52:32 AM jlierly. BL3 01 9/03/14 JLL BLDG FRAMING 9/10/14 AP September 2, 2014 9:33:43 AM pbarthol. Robert 477-0881 September 10, 2014 8:52:32 AM jlierly. BL2 01 9/30/14 JLL BLDG FOUNDATION STEM WALL 9/30/14 AP September 29, 2014 2:07:16 PM pbarthol. ChriS 477-1123 AM September 30, 2014 4:52:08 PM jlierly. BAIR 01 11/12/14 JLL BLDG AIR SEAL 11/12/14 AP November 12, 2014 3:57:23 PM jlierly. November 12, 2014 3:57:39 PM jlierly. BL3 02 11/12/14 JLL BLDG FRAMING 11/12/14 AP November 12, 2014 10:39:10 AM pbarthol. Bob 477-0881 November 12, 2014 3:55:07 PM jlierly. BL99 01 3/09/15 LL BLDG FINAL March 9, 2015 12:23:06 PM pbarthol. ................. .....Rbert_477-0881 ----- -------------------------------------------------------- PERMIT. ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99-01----3/09/15--------------MECHANICAL-FINAL------------------------------------------------ March 9, 2015 12:23:31 PM pbarthol. Robert 477-0881 --------------------- ------------------------------------------------------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 11/06/14 JLL PLUMBING ROUGH-IN 11/06/14 AP November 6, 2014 8:18:30 AM pbarthol. Bob 477-0881 November 6, 2014 4:04:30 PM jlierly. PL99 01 3/09/15 tLlo PLUMBING FINAL March 9 2015 12:23:42 PM pbarthol. Robert �77-0881 -------------------------------------- COMMENTS AND NOTES -------------------------------------- RESIDENCE STRUCTURAL DESIGN for BOB & KRISTINA LAWRENCE 433 W 5TH ST PORT ANGELES, WA 98362 TP# 063000-008545 J.1, 01-NVA� 30765 TE INA L"C�-I' 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 ............ (360)452-3023 Fax(360) 452-3047 M(5§MEEZffZ (F §MC 619 S. Chase Street Port Angeles, WA 98362 E by September 16, 2014 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for: STRUCTURAL DESIGN BOB & KRISTINA LAWRENCE 433 W 5TH ST PORT ANGELES, WA 98362 Enclosed is the structural design of the RESIDENCE for BOB & KRISTINA LAWRENCE. At this time, portions of this structure that have been reviewed by the engineer include: 1. Limited Lateral Forces Please give me a call if you need any additional information. Sincerely Donna J. Pet rsen P.E. STRUCTURAL DESIGN BOB & KRISTINA LAWRENCE 433 W STH ST PORT ANGELES, WA 98362 DESIGN CRITERIA DESIGN STRESSES RISK CATEGORY 11 DOUGLAS FIR/LARCH #2- 2 &4 x Fb 900 PSI ELEVATION LESS THAN 625 FT Ft 576 PSI Fv= 180 PSI SNOW LOAD GROUND = 25 PSF E= 1.6 (10)6 PSI SNOW ROOF = 25 PSF DOUGLAS FIR/LARCH #I&BETTER Fb= 1200 PSI LIVE LOAD = 40 PSF (FLOOR) Ft= 800 PSI Fv= 180 PSI DEAD LOAD = 10 PSF (FLOOR) E= 1.8 (10)6 PSI DEAD LOAD = 10 PSF (ROOF) HEM FIR#2-2 &4x Fb= 850 PSI DEAD LOAD = 7 PSF (CEILING) Ft= 525 PSI Fv= 150 PSI Vmdnd= 130 MPH E= 1.3 (10)6 PSI EXPOSURE C GLU-LAM BEAMS 24F-V4 Fb= 2400 PSI (T) BOTTOM SEISMIC ZONE D Fb= 1850 PSI (T) TOP Fv= 265 PSI (10)6 PSI SOIL BEARING = 1500 PSF E= 1.8 REFERENCES (1) INTERNATIONAL BUILDING CODE 2012 (2) MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES ASCE7-10 (3) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2005(NDS-05) (4) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2005 (ACI 318-05) (5) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG-TIE (6) BC CALC.VERSION 4.0.1926.1211301328 US (7) RISA-213 RAPID INTERACTIVE STRUCTURAL ANALYSIS—2-DIMENSIONAL VERSION 6.5 General Notes 1. Ground snow load=26 PSF,roof snow load=26 PSF 2. Maximum soil bearing capacity=1600 PSF 3. Seismic Zone D. 4. Wind,V=130 MPH,Exposure"C". 6. Notations on drawing relating to framing clips,joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company,San Leandro,CA. Equivalent devices by other manufacturers may be substituted,provided they have ICBO approval for equal load capacities. 6. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed In accordance with the plans. 7. Contractor shall be responsible for all the required safety precautions and methods,techniques,sequences or procedures required to perform his work. 8. Contractor Initiated changes shall be submitted In writing to the structural engineer for approval prior to fabrication or construction. 9. Drawings Indicate general and typical details of construction,where conditions are not specifically Indicated but are of similar character to details shown,similar details of construction shall be used. Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2012 ISC. 2. Minimum nailing requirements:Unless otherwise noted,minimum nailing shall be In accordance with Table 2304.9.1 of the 2012 IBC 3. All structural framing lumber such as 2x-joists,and rafters to be Douglas Fir No.2,Spruco/Pine/Fir No.2,or Hom/Fir No.2 kiln dried. 4. All 2x_studs and blocking to be Douglas Fir construction,Spruce/Pine/Fir construction,or Hem/Fir construction grade. S. All structural posts to be Douglas Fir No.2. 6. All structural headers to be dbI 2x_or 4)�_Douglas Fir No.2. 7. All 2x framing lumber exposed to weather,and/or moisture shall be Hem-Fir No.2,pressure treated In accordance with the American Wood Preservers Association standard for above ground use. 8. All 4x and 6x structural lumber exposed to weather,and/or In ground contact shall be Hem-Fir No.2,pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. 9. Framing connectors,nails,bolts,and other fasteners In contact with pressure treated wood shall have the following finishes: Wood Treatment Finish CCA-C and DOT Sodium Borate(SBX) G a Ivan lzej,—O.6-0-o—zl-fty— ACQ-C,ACQ-D,CBA-A,CA-B,Other Borate(Non- Post Hot-Dip Galvanized ZMAX galvanized, 1.85 DOT) ozift',,or SST300-Stalnl_�Ss Steel Steel Ammoniacal Copper Zinc Arsenate(ACZE) SST300-Stalnless Steel and other pressure treated woods. 10. When using Stainless Steel or hot-dip galvanized connectors,the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use In applications where contact with Galvanized and Post Hot-Dip Galvanized metals will occur. 11. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12"o.c.staggered. 12. All columns In framed walls to be well nailed Into adjacent framing In order to resist lateral movement. 13. Provide solid blocking for wood columns and multiple studs through floors to supports below. 14. Provide 4x10 headers,or double 2x10 headers over and one trimmer and one king stud each side of all openings 6 feet or less In width In stud bearing walls not detailed otherwise. 16. Provide 4x10 headers,or double 2x10 headers over and two trimmers and one king stud each side of all openings greater than 5 feet In width In stud bearing walls not detailed otherwise. 16. Provide 4x8 headers,or double 2x8 headers over and double studs each side of all openings In non-structural stud walls not detailed otherwise. 17. At joist areas:Provide solid blocking at bearing points and at Intermediate bearing locations.Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 18. Provide double joist headers and double joists each side of all openings In floors and roofs unless detailed otherwise. 19. Toenail joists to supports with 3-8d nails. 20. Attach joists to flush headers and beams with Simpson"U"series metal joist hangers to suit the joist size. 21. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12"o.c.staggered,unless otherwise noted In the shearwall schedule. 22. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with Bd nails @ 6"o.c.to framed panel edges and over stud walls shown on the plans @ 12"o.c.to intermediate supports. Provide approved plywood clips @ 16"o.c.at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12"o.c.,unless otherwise noted In the shearwall schedule. 23. Provide continuous solid blocking at mid-height of all stud walls over 10'In height unless wall is blocked per shear wall note. 24. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. Soo shear wall schedule for further notes. 15 BOB&KRISTINA LAWRENCE 433 W FIFTH ST PORT ANGELES,WA 98362 2012 IBC &ASCE7-10 LATERAL LOADS ASCE7-10 ENVELOPE PROCEDURE WIDTH LENGTH LEAST DIM ASCE7-10 SEISMIC ANALYSIS-SIMPLIFIED CRITERIA 22 BUILDING DESCRIPTION si ENCLOSURE CLASSIFICATION 0=1,P=2,E=3 Ss FIRST FLOOR SITE CLASS D SECOND FLOOR Sml BASEMENT Sms 1.56 l/.ROOF HEIGHT Sdl 0.0: MEAN ROOF HEIGHT Sds 1.04 A 2.2 3 3 RESPONSE MODIFICATION FACTOR #OF STORIES WIND EXPOSURE WIND SPEED MPH F 1.0 ROOF PITCH ','5 12 22.621 SEISMIC BASE SHEAR COEFFICIENT= 0.160 P.=XI.P.30 Kt. I-Cl.P.30= LC1,P. RESPONSE MODIFICATION FACTOR 2 AREA A,p,30 1.21 1: 36.48 44.14 #OF STORIES AREA B,ps30= 1.21 1 -10.21 -12.35 F 1.0 AREA C,ps30= 1.21 1 24.28 29.38 SEISMIC BASE SHEAR COEFFICIENT= 0.519 AREA D,ps30= 1.21 1 -5.581 -6.75 AREA E,ps30= 1.21 1 -23.141 -27.99 AREA F,ps30= 1.21 1 -22.15 -26.80 AREA G,ps30= 1.21 1 -16.32 -19.75 AREA H,ps30= 1.21 1 -16.52 -19.99 E oh 1.21 1 -36.04 -43.60 G oh 1.21 1 -29.22 -35.361 COMPONENTS AND CLADDI;G PART 1 ROOF AREA WL+DL J*AREA P.=XKtP.30 GCp. GCpi. qh lqz P,,p=(WL-DL)0.6 ZONEI ""'o.18 33.76 31.3 14.26 5 1.DL ZONE2 0.18 31.3 58.77 29.26 6.0 2.DL+L ZONE3 0.18 31.3 86.901 46.14 0 3.DL+S EAVES Z2 031.3 68.771 35.26 2 4.DL+.75L+.75S EAVES Z3 ol 31.3 115.661 63.39 5A.DL+.6W WALL AREA 5B.DL+.7E ZONE4 ;,:I" 2"I(ol 0.181 31.31 .�01 �24.011 6A.DL+.75L+.75(.6W)+.75S 0.181 31.31 49.391 29.631 6B.DL+.75L+.75(.7E)+.75S ZONE5 TRUSS UPLIFT CALCULATION 7.0.6D70.6W LONGESTTRUSS 8.0.6D+0.7E TRUSS SPACING 2111, EAVES ROOF DEAD LOAD TRUSS UPLIFT 635 HURRICANE CLIP H-10A Le Design Maps Summary Report http://ehp3-earthquake-wr.usgs.gov/desigmmps/us/sununary-php?temp JJUSGS Design Maps Summary Report User—Specified Input Report Title BOB &KRISTINA LAWRENCE Mon September 15, 2014 22:16:06 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 48.11890N, 123.4441OW Site Soil Classification Site Class D —"Stiff Soil" Risk Category I/II/III & FRESHWAI��' 'I 141 "V We q �'y 0 �V' V"I 0. W _7 A ''g M,'�FE 9 Ell ........... USGS—Provided Output Ss = 1.557 g Sms = 1.557 g SDS = 1.038 g S, = 0.628 g Sm, = 0.942 g , Sol = 0.628 g For information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCER Response Spectrum Design Response Spectrum 0.77-- 0.!)G-- Im DAG- 0.8o- do o'55- U) 0�44 0.49-- 0.23-- 0.22-- o.oo 0.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.0 0.00 1.00 1.20 1.40 LGO 1.00 2.00 Period, T(sec) Period,T(sec) Although this Information Is a product of the U.S.Geological Survey,we provide no warranty,expressed or Implied,as to the accuracy of the data contained therein.This tool Is not a substitute for technical subject-matter knowledge. LAWRENCE.2012IRC LATERAL.14.xis BOB&KRISTINA LAWRENCE 433 W FIFTH ST PORT ANGELES,WA 98362 MAIN LATERAL FORCE RESISTING SYSTEM-WIND LOADS --MAIN LATERAL FORCE RESISTING SYSTEM-SEISMIC LOADS O.S(AREA)(PRESSUREYLENGTH-DESIGN WHO SHEAR 0.7EILENGTH DESIGN SEISMIC SHEAR WALL ITRIB I VWIDTH HEIGHT I PS FORCE LENGTH SHEAR DESIGN TPJB VWIDTH OIL SHEAR SHFARI SHEAR DESIGN JAREA FT. FT. PSF LBS FT PLF WSHEAR AREA FT. PSF COEFF. LBS PLF E SHEAR A IA Ao 7`772 ".14 ROOF A2.35 FLOOR C &0 29.38 7777 WALL D -6.75 2120.7 73.1 43.9 ETC. 0.160 1382.1 47.7 33.4 B A IjSlll`�� 44.14 ROOF 12.35 B FLOOR C 29.38 WALL 4" 0.160 1382.1 47.7 33.4 D 6.75 2120.7 73A 43.9 ETC. C A ".14 ROOF 161-2 -17' 12.35 F R 8 LOO 0`0: c &S :to',1,7�4 29.38 ALL IF-76"o---�771 j-7-57,-2-69-56-�-2-2 122.5 73.5 JETC. 8 0,160 1311.8 59.6 41.7 LAWRENCE.2012IRC LATERAL.14.xis BOB&KRISTINA LAWRENCE 433 W FIFTH ST PORT ANGELES,WA 98362 PERFORATED SHEAR WALL DESIGN WALL DL ROOF D FLOOR DL WIND SEISMIC OVERALL MINIMUM PIER RESISTANCE EFFECTIVE DESIGN SHEAR TRIB TRIB MAIN WALL SHEAR SHEAR HEIGHT WIDTH HEIGHT WIDTH MAX OPENING %OF WALL %OF FULL ADJUSTMENT WIDTH SHEAR- WALL ROOF FLOOR UPLIFT HOLDDOWN SHEAR L LEVEL PANEL PLF PLF FT. FT. FT. FT. HEIGHT(FT.) HEIGHT HEIGHT SHTHG. FACTOR FEET PLF TYPE FT. FT. LBS. REQ'D RATIO A 43.9 33.4 29 .......... A 43.9 33.4 56 0.87 19.99 52.8 1 0.0 NONE OK B 43.9 33.4 29 29 e :f,� 33.4 54 28.83 33.6 1 A 0.99 JA 43,9 1�' I— I 0.0 NONE OK c 73.5 41.7 22 A 73.5 41.7 " lil;� �6 A c,L'� r-N 2t tA p A L f—A 1v A SHEAR WALL SCHEDUL 1. 7 CSTUI---�e-D gottorn P= nailing & Anchor Bo ts Max-Vu-mum Wo-Fes- Mark Sheeting Fastener spacing Intermediate Framing loubled 8DI/cina a allowbie 0 all edges framing nail back shear (Blocked) spacing size Ing Sheeted Sheeted Sheeted Sheeted one side V I both sides one side both sides 7116' OS6 8d 0 6" OC 8d 0 6* OC 2x 240 FILF 2 3 6 OR for stud framing 0 24' 2-16d 0 1 (D 8d 0 12" OC 480 PLF 15 GA 04 OC for stud framin 0 16" 8"OC 0 7116- OSE 8d 0 4- OC 8d 0 6* OC 2x x OR for stud framing 0 24' J50 PLF Z J, 5. 6 8d 0 12" OC 2-16d 2-16d 0 518- 518, 700 PLF 15 GA 0 3' for stud faming 0 16* a 10*0C 5"OC X10, 0 X10" 0 OC 40" D.C. 20' 0.C. 112- COX 8d 0 3- OC 8d 0 6' OC 3x 490 PLF Z 3, 4. 5. 6 plywood OR for stud framing 0 24' or 2-16d 2-16d 0 518- 980 PLF 8d 0 12" OC 518* 15 GA 0 2-112" for stud framing 0 16, DBL-2x 0 7"OC 3-112-OC X10- 0 X10, 0 OC 28' D.C. 14' D.C. 112- COX 10d 0 3- OC 10d 0 6" OC 3x 518' 600 PLF Z 3. 4. 5. 6 plywood for stud framing 0 24' or 2-16d 2-16d 0 X10" 0 518- XlO* 1200 PLF 10d 0 12' OC DBL.2x 0 6"OC 3*OC for stud framing 0 16 24' D.C. 0 12" 0.C. 112- COX 10d 0 2- OC 10d 0 6* OC 3x 518' 770 PLF 2. 3. 5, 6 plywood for stud framing 0 24' or 3-16d 3-16d 0 X10* 0 518- XIO- 1540 PLF 10d 0 12' OC DBL.2x 0 6'OC 3"OC 0 9" D.C. for stud framing 0 16' 18' 0.C. 112" GW9 5d COOLER 0 4' OC 5d cooler 0 4' OC 2x 2-16d 0 110' 300 PLF 3, 6 both sides OR OR 518' X 5d GWR 0 4 OC 5d GW9 0 4* OC 12"OC 0 48* 518' GWR' IFd'COOLER 0 4" O�6d cooler 0 4* OC I 2x I both sides OR OR 2-16d 0 518- X10- 375 PLF -1. 6 6d GWB 0 4- OC 6d OWS 0 4" OC 10"OC 0 36" D.C. Notes. 1. ALL NAILS SHALL BE GALVANIZED BOX NAILS OR COMMON NAILS, FAS7ERNERS SHALL MEET THE FOLLOWING CRITERIA: 8d common -0.131'dia X 2-112"min. 5d cooler -0.086'dia X 1-518" min. 10d common -0.148'dic X 3"min. 5d GW9 -0.086"dia X 1-518' min. 8d box -0.113*dia X 2-1121min. 6d cooler -0.092*dia X 1-718" min. 10 box -0.128"dia X Xmin. 6d GW9 -0.092"dia X 1-718*min. 15 GA. staple -0.072"dia X 1-112"min. 16d common =0.762"dia X 3-112' min. Z PROWDE APA RATED SHEATHING PLYWOOD OR OSB APA RATED SIDING 303 OF INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER N07E 1. 3 SPECIFIED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2' OR 3" FRAMING (PER THE TABLE) INCLUDING FOUNDATION SILL PLATES, VER77CAL FRAMING, AND BLOCKING. PANELS MAY BE INSTALLED E17HER HORIZONTALLY OR VER17CALLY(SEE NOTE 4 FOR EXCEPTION). NAILS SHALL BE STAGGERED FOR 3-FRAMING. 4. 7116- OSR MAY BE SUBS77TUTED FOR 112- CDx PLYWOOD IF FRAMING IS SPACED AT 16- ON CENTER, OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS FOR FRAMING SPACED AT 24- (BLOCKED). 5. MIERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE J-INCH NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6. NAILS TO BE DRIVEN FLUSH WITH SHEATHING. DO NOT OVER DRIVE NAILS. 7. ALL SHEAR PANELS SHALL BE BLOCKED. 8. INDIVIDUAL BUILT UP POSTS SHALL BE ATTACHED WITH 16D NAILS AT 12" OC STAGGERED. A4 DAI -1111ER 2014 . S E AS SCALE. LA WREN CE ONS DRAW BY' DJP ENGINEERING, INC p6q) 452-,3o23 CHECKED: 619 S. Chase St. Port Angeles, WA 98362 SHEET. 10 -7 3/4" o 14-" ,o t4-" oe— LE LA it 71 7 Ut 4+ F4 1 Is- X .1?",v 12V Cape, NO. rA' -I 1 14 6J L) '71 ----------- ....... 10 QD a y #f-Te:p VA 10 or eb 411. V3 -7 tL 4L E, 12 D L)L, E- 4-1 1 IA- . ........... 7'7 102. Y4 C- IIZ ro E)2.1. �L A Weer"T WAM, ��6v. I -ror oF- F-(Q, PWL zi -XA a- -T i Uo 0 '�EAM oj�, (7-) Y-44� 4: y- lPf P ';-, �PO e7 Pt,I T ,r,om fe's-ITE "I V6, 5T lz - 4�j rr n q L,I ti 6, J 0 1 ,T� 4- "T --7tj�-rFW -TV DA-1-5VP6 6, vol. fph�y . 7/1V* PPYWOOP 5:HT'j�l SIDING PER OWNER EXISTING 2X8 JOISTS 371 LOCATE CS22 STRAPING PER PA GES 3, 4 & 5 OF PLAN 8d 0 6" OC 2X4 STUDS @ 16" OC NAIL �f6 OSB PER #1 SHEAR WALL SCHEDULE 2X4 BLOCKING LOCATE CS22 STRAPING ATTACH TO PT 4X4 PER PAGES 3, 4 & 5 BASE BEAM PER OF,�LAN v (2)-16d @ 12" OC APPROIMATE LOCATION 8d @ i OC ILA PT 4X4 BASE BEAM OF FINISHED GRADE—\ w SKIRTING CONNECTION SCALE: 1" PATE SEPTEMBER 2014' SCALE. 4E DRAWN BY: DJP LA WRENCE 4S ASONS ENGINEERING, INC.p6o) 452—.3o23 CHEcKED: 619 S. Chose St. Port Angeles, WA 98362 ISHEET.- 7 Z-----j