Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
604 S Pine St - Building
CITY OF PORT ANGELES EDEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION i i 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 11- 00000420 Date 5/03/11 Application pin number 188160 Property Address 604 S PINE ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-1- 6110 -0000- Tenant nbr, name CLIFFORD C HACKER on your state excise tax form Application type description SIDING to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 9750 Application desc RE -SIDE THE HOME Owner Contractor CLIFFORD E &CAROLINE HACKER TTE PEOPLE'S CHOICE CONTRACTING 604 S PINE ST 11719 NE 95TH ST STE K PORT ANGELES WA 983625822 VANCOUVER WA 98682 (360) 604 -9800 Structure Information 000 000 RE -SIDE THE HOME Permit BUILDING PERMIT NO PR FEE Additional desc RE -SIDE THE HOME Permit pin number 185025 Permit Fee 208.25 Plan Check Fee .00 Issue Date 5/03/11 Valuation 9750 Expiration Date 10/30/11 Qty Unit Charge Per Extension BASE FEE 96.25 8.00 14.0000 THOU BL- 2001 -25K (14 PER K) 112.00 Other Fees STATE SURCHARGE 4.50 I Fee summary Charged Paid Credited Due �`1 �J Permit Fee Total 208.25 208.25 .00 .00 17� Plan Check Total .00 .00 .00 .00 ng,s\/ Other Fee Total 4.50 4.50 .00 .00 Grand Total 212.75 212.75 .00 .00 �aaa,,, J 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 vislat or cancel the provisions of any state or local law regulating construction or the performance of construction. 5/3 ill �I S�r 1 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 INSPECT IONS b 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 IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL: 1 Heat Pump Furnace FAU Ducts V Rough-In Line [1 Gas Line Wood Stove Pellet 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 SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417 4735 Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T:Forms /Building Division /Building Permit C• PROJECT STATUS UPDATE Permit Date: to I phoned th:. pplicant IR L K' C i&--r\ at 36 518-5 Property Owner. at Contractor at I (left a phone messag-, or discus_ 16 3 0 11 The permit (has expired, will expire soon). Wh. is the status of this project? Please call and schedule a final inspection. Or Submit a "permit extension request" letter. Or Let me know if the project is abandoned. 14 -3i -11 Nobo Cct,ik —)%r'-Ah 1ns-h`oh so ex o vNo_ei T:Forms/Building Division/Project Status Update o1/4'4 BUILDING PERMIT APPLICATION Print in ink g CITY OF PORT ANGELES For City Use Only: Attn: Building Permit Technician Date Received 5 321 E. Fifth St., Port Angeles, WA 98362 Permit i I-L}24'3 (360) 417 -4815 fax (360) 417 -4711 Date Approved Applicant E2� Phone 36 d �e� Property Owner ck ova Phone Property Owner's Address L©4 S 'ache -��r+ A�� (x; ci R 3 6 Contractor Peoples CApi o ('ryArac- --An3 Phone 360- GoY ieu Contractor's Address i i q we_ qs vq cay.1 ev #kI,J `tg �g z License P j f L t"0 0 (PL/ Expires /O MM 46/2__E-mail -v p„ples v hnrr L. PROJECT ADDRESS (p b(4 S' 'Pt vie. SA Parcel Number Lot Zoning Project Type Brief Description: )a( Residential Multi- family Commercial Industrial Check all that apply New Construction Addition Remodel Repair Demolition Re -roof House garage other tear off re -roof lay over one layer Meat System Heat pump wood burning stove gas fireplace pellet stove other Other Q Floor Areas Existing (sq. ft.) Proposed (sq. ft.) Basemen per sq. ft. 1st Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION -253 Total footprint of structures sq. ft. T Lot size sq. ft. Lot coverage Site Coverage the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage Max. height of proposed structures ft. Occupancy group of bedrooms Will a lawn sprinkler system be installed? Occupant load of full baths Will a fire sprinkler system be installed? Construction type of half baths I have read and completed this application and know it to be true and correct. am authorized to appl for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to wor. r jes Date �)a(I I Print Name P. C. L'ee v, Signature T:Forms /Building Division /Bldg Permit.doc NOTES Permit 1 2 S-1-v (6 ro k71 cAA e-ck d v- a 5 C RI`c,K. Mc Kee- m anc�� o`F Fe-1 le s C o .coa a 5) P c-1C amou 4 1 5 True C utri- of eX Vvti [2-- Z 5' 50.t t p;1( ezat-4! rnarvir- ricKn ayvi 7 014 WI NN Glrec,lh S 1r 5o 4- vy, o tre.- rn fi 0,osi Ride- ,4-& KM wig nrle t vex pl ore c e�' l i 2- 5a ar s e t7-e,S* 4-ke- ro bem, S i S h,ow we___ re, sow e) +11,e. S -1-u-ai or T:Forms /Building Division/Notes Clallam County Assessor Treasurer Property Details 57188 CLIFFORD E AND CA... Page 1 of 2 Clallam County Assessor Treasurer Property Search Results 57188 CLIFFORD E AND CAROLINE HACKER TTES for Year 2011 2012 Property 1 i Account Property ID: 57188 Legal Description: N 80 LTS 1 &2 BL 161 TPA Geographic ID: 0630000161100000 Agent Code: Type: Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L WMP Land Use Code 11 Open Space: N DFL N Historic Property: N Remodel Property: N Multi Family Redevelopment: N Township: Section: Range: j Location ..5 V Address: 604 S PINE ST Mapsco: PORT ANGELES, WA 98362 uo3kr: Neighborhood: Cycle 5 Res Map ID: 2 Neighborhood CD: 10955130 A l\f\Q) Owner ICJ CC. Name: CLIFFORD E AND CAROLINE HACKER TTES Owner ID: 28289 Mailing Address: 604 S PINE ST Ownership: 100.0000000000% PORT ANGELES, WA 98362 -5822 Exemptions: i Taxes and Assessment Details J Property Tax Information as of 05/03/2011 Amount Due if Paid on: Ma. NOTE: If you plan to submit payment on a future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due. First Second A, Half Half i IBase Base I Year Statement ID' Taxing Jurisdiction Amt. Amt. Penalty Interest' Base Paid Amount Due i 2011 151906 ST SCH STATE SCHOOL $168.93 $168.92 $0.00 $0.00 $168.93 $168.92 i 2011 151906 CC -GEN COUNTY CLALLAM $93.27 $93.24 $0.00 $0.00 $93.27 $93.24 2011 151906 SD #121 SCHOOL DISTRICT #121 $220.82 $220.81 $0.00 $0.00 $220.82 $220.81 2011 151906 CI PORT CITY OF ANGELES NGES CITY 215.28 $215.28 $0.00 $0.00 $215.28 $215.28; 2011 151906 PORT PORT C: ANGELES $13.13 $13.12 $0.00 $0.00 $13.13 $13.12 i 2011 151906 NTH OLY LIB NORTH OLYMPIC LIBRARY $39.11 $39.11 $0.00 $0.00 $39.11 $39.11 2011 151906 HOSP #2 HOSPITAL #2 $38.28 $38.28 $0.00 $0.00 $38.28 $38.28 2011 151906 WSMET PK DIST WILLIAM SHORE MET PARK DIST $11.64 $11.63 $0.00 $0.00 $11.64 $11.63 2011 151906 CITY_STORMWATER CITY STORMWATER $36.00 $36.00 $0.00 $0.00 $36.00 $36.00 2011 151906 WEED_CONTROL WEED CONTROL $0.82 $0.81 $0.00 $0.00 $0.82 $0.81 i 2011 151906 TOTAL: $837.28 $837.20 $0.00 $0.00 $837.28 $837.20; 2010 40196 ST SCH STATE SCHOOL $167.24 $167.23 $0.00 $0.00 $334.47 $0.00 2010 40196 CC -GEN COUNTY CLALLAM $89.00 $88.99 $0.00 $0.00 $177.99 $0.00 1 2010 40196 SD #121 SCHOOL DISTRICT #121 $216.62 $216.60 $0.00 $0.00 $433.22 $0 00 2010 40196 CITY PORT ANG CITY OF PORT ANGELES $206.05 $206.06 $0.00 $0.00 $412.11 $0.00 2010 40196 PORT PORT OF PORT ANGELES $12.51 $12.51 $0.00 $0.00 $25.02 $0.001 2010 40196 NTH OLY LIB NORTH OLYMPIC LIBRARY $25.86 $25.86 $0.00 $0.00 $51.72 $0.00 i 2010 40196 HOSP #2 HOSPITAL #2 $36.51 $36.51 $0.00 $0.00 $73.02 $0.00 j 2010 40196 WSMET PK DIST WILLIAM SHORE MET PARK DIST $11.62 $11.61 $0.00 $0.00 $23.23 $0.00 2010 40196 CITY STORMWATER CITY STORMWATER $36.00 $36.00 $0.00 $0.00 $72.00 $0.00 2010 40196 WEED_CONTROL WEED CONTROL $0.82 $0.81 $0.00 $0.00 $1.63 $0.00; http: /websrv8.clallam. net /propertyaccess /Property.aspx ?cid =0 &year =2011 &prop_id =57188 5/3/2011 Owner Contractor CITY OF PORT ANGELES. PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 07 00001191 Date 1/02/08 Application pin number 619474 Property Address 604 S PINE ST ASSESSOR PARCEL NUMBER 06 30 00 0 1 6110 0000 Tenant nbr name CLIFFORD &CAROLINE HACKER Application type description RES DETACHED GARAGE Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 17891 CLIFFORD E /CAROLINE HACKER TTE TOWN COUNTRY POST FRAME BLDG 604 S PINE ST 16521 HWY 99 SUITE C PORT ANGELES WA 983625822 LYNNWOOD WA 98037 (360) 457 3050 (425) 743 1555 Structure Information 000 000 864 SF DET POST FRAME GARAGE /SHOP Other struct info HARD SURFACE AREA Permit RIGHT OF WAY Additional desc CONSTRUCT DRIVEWAY Permit pin number 114504 Permit Fee 50 00 Plan Check Fee 00 Issue Date 1/02/08 Valuation 17891 Expiration:Date 6/30/08 Qty Uinia, Charge Per 1. Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00. Special Notes and Comments The Fire Department has reviewed the prject. application and has no comments October 29 2007 9 20 21 AM sroberds The existing garage will be demolished BEFORE final of the new structure The existing building may only remain for 180 days after issuance of building permit NO EXTENSIONS WILL BE ALLOWED Applicant has agreed Lot coverage is 24% Load calculations required as well as the electrical permit October 16 2007 3 48 39 PM gmclain Remove and replace existing driveway to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to pouring concrete November 2 2007 8 15 25 AM rvess Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 50 00 50 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 54 50 54 50 00 00 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. Signatu o f Contractor or Authorized Agent Date Signature of Owner (if owner is builder) .Date T4olicies \1102.15R [1/05] CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T•\Policies \I 102.15R [1/05] RESIDENTIAL PERMIT INSPECTION RECORD YES I NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION RW PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING 1 7- -a8 Application Number 07 00001191 Date 1/02/08 Application pin number 619474 Property Address 604 S PINE ST ASSESSOR PARCEL NUMBER 06 30 00 0 1 6110 0000 Tenant nbr name CLIFFORD &CAROLINE HACKER Application type description RES DETACHED GARAGE Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 17891 Owner CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Contractor CLIFFORD E /CAROLINE HACKER TTE TOWN COUNTRY POST FRAME BLDG 604 S PINE ST 16521 HWY 99 SUITE C PORT ANGELES WA 983625822 LYNNWOOD WA 98037 (360) 457 3050 (425) 743 1555 Structure Information 000 000 864 SF DET POST FRAME GARAGE /SHOP Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc 864 SF DET GARAGE /SHOP Permit pin number 113233 Permit Fee 319 75 Plan Check Fee 127 90 Issue Date 1/02/08 Valuation 17891 Expiration Date 6/30/08 Qty Unit Charge Per Extension BASE FEE 95 75 16 00 14 0000 THOU BL 2001 25K (14 PER K) 224 00 Permit MECHANICAL PERMIT Additional desc REMOVE /INSTALL LP TANKS Permit pin number 113910 Permit Fee 60 65 Plan Check Fee Issue Date 1/02/08 Valuation Expiration Date 6/30/08 Qty Unit Charge Per BASE FEE 1 00 10 6500 ECH ME GAS PIPE 1 TO 5 Special Notes and Comments The Fire Department has reviewed the project application and has no comments October 29 2007 9 20 21 AM sroberds The existing garage will be demolished BEFORE final of the new structure The existing building may only remain for 180 days after issuance of building permit NO EXTENSIONS WILL BE ALLOWED Applicant has agreed Lot coverage is 24s Load calculations required as well as the electrical permit October 16 2007 3 48 39 PM gmclain Remove and replace existing driveway to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to pouring concrete November 2 2007 8 15 25 AM rvess Other Fees STATE SURCHARGE T Forms /Building Division/Building Permit (10 /0l /07).wpd 00 0 Extension 50 00 10 65 4 50 t FrA N a d �1 C e-r C1 s SS �A- Ar` C O BMW} t ulleY\ h e ?ex c e4 ue 4 v:"Yie Varc r i d W 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 1-CFA alej E Date Print Name Signature of Igiontractor or Authorized Agent Signature of Owner (if owner is builder) 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. IT IS 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 FOUNDATION• FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING 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 COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 I FIRE 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T Forms /Building Division /Building Permit (10 /01 /07).wpd BUILDING PERMIT INSPECTION RECORD ACCEPTED YES NO FINAL FINAL 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT I BUILDING COMMENTS DATE ACCEPTED BY. DATE ACCEPTED BY. PLANNING DEPT SEPARATE PERMIT N's SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO I I I I I I I I I I I Application Number 07 00001191 Application pin number 619474 Fee summary Charged Paid Credited Permit Fee Total 380 40 380 40 00 00 Plan Check Total 127 90 127 90 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 512 80 512 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 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T Forms /Building Division/Building Permit (10 /01 /07).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Date 1/02/08 Due INSPECTION TYPE 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. IT IS 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. DATE ACCEPTED FOUNDATION• FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS I I PIERS I POST HOLES (POLE BLDGS.) s I4I L4 LI --01 PR PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WAL OLD DOWNS) 4 -j _Q g SL,L WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING I MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD/ DUCTS I MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 I FIRE 417 -4653 I PLANNING DEPT 417 -4750 hg g 2 BUILDING 417 -4815 1 5 hg I 1 !l am T Forms /Building Division/Building Permit (10 /01 /07).wpd YES NO I FINAL PLANNING DEPT SEPARATE PERMIT 6 s SEPA. PARKING /LIGHTING ESA. LANDSCAPING I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT I BUILDING COMMENTS DATE ACCEPTED BY. FINAL 5 /26 /a S DATE P ACCEPTED BY. DATE ACCEPTED YES I NO m m lv Application Number 07 00001190 Application pin number 468660 Property Address 604 S PINE ST ASSESSOR PARCEL NUMBER 06 30 00 0 1 6110 0000 Tenant nbr name CLIFFORD E HACKER Application type description DEMOLITION Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 500 Owner CLIFFORD E /CAROLINE HACKER TTE DON LOVE TRUCKING 604 S PINE ST 431 LISEL LANE PORT ANGELES WA 983625822 PORT ANGELES (360) 457 3050 (360) 457 4071 Structure Information 000 000 DEMO 640 SF GARAGE LEAN TO Permit DEMOLITION Additional desc DEMO 640 SF GARAGE LEAN TO Permit pin number 113225 Permit Fee 50 00 Issue Date 1/02/08 Valuation Expiration Date 6/30/08 Qty Unit Charge Per Special Notes and Comments The Fire Department has reviewed has no comments October 26 2007 11 20 45 The proposal involves the garage in the RS 7 zone the demo is accomplished October 26 2007 11 57 57 An approved Waste issue of permit Fee summary Permit Fee Total Plan Check Total Grand Total AM BASE T.Forms /Building Division/Building Permit (10 /0l /07).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 FEE rvess Contractor Plan Check Fee the project application and AM sroberds demolition and reconstruction of Lot coverage is good as long as disposal application is required prior to Charged Paid Credited 50 00 50 00 00 00 00 00 50 00 50 00 00 Date 1/02/08 WA 98362 a Due Extension 50 00 00 00 00 00 500 r) /2 V 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. I a —og CL1 CCond Ha,c K 4E4 Date Print Name Signature of Co* ctor or Authorized Agent Signature of Owner (if owner is builder) 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. IT IS 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 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 BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF I CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP /FURNACE /DUCTS GAS LINE WOOD STOVE /PELLET /CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING YES NO FINAL FINAL DATE ACCEPTED BY. DATE ACCEPTED BY. PLANNING DEPT SEPARATE PERMIT N's SEPA. PARKING /LIGHTING ESA. LANDSCAPING I I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED O YES I NO I I ELECTRICAL LIGHT DEPT 417 -4735 ELECTRICAL V LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R. W ENGINEERING 417 -4807 PW ENGINEERING CA I FIRE 417 -4653 I I I FIRE DEPT I I I PLANNING DEPT 417-4750 I I I I PLANNING DEPT I I I I BUILDING 417 -4815 15°,7frIOS I ILL I I BUILDING I I I A T Forms /Building Division /Building Permit (10 /O1 /07).wpd p7 PREPARED 5/27/08 13 21 33 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/27/08 ADDRESS 604 S PINE ST SUBDIV TENANT NBR CLIFFORD E HACKER CONTRACTOR DON LOVE TRUCKING PHONE (360) 457 4071 OWNER CLIFFORD E /CAROLINE HACKER TTE PHONE (360) 457 3050 PARCEL 06 30 00 0 1 6110 0000 APPL NUMBER 07 00001190 DEMOLITION PERMIT DEMO 00 DEMOLITION REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 5/27/08 a -a BLDG FINAL May 27 2008 8 37 12 AM 1pangrle LINDA (TO FINAL OUT THIS OLD PERMIT) DEMO GARAGE LEAN TO IN THE SW CORNER OF THE PROPERTY COMMENTS AND NOTES PREPARED 5/20/08 9 57 32 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/20/08 ADDRESS 604 S PINE ST SUBDIV TENANT NBR CLIFFORD &CAROLINE HACKER CONTRACTOR DON LOVE TRUCKING PHONE (360) 457 4071 OWNER CLIFFORD E /CAROLINE HACKER TTE PHONE (360) 457 3050 PARCEL 06 30 00 0 1 6110 0000 APPL NUMBER 07 00001191 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 4/08/08 PB BLDG POST /COLUMN FTG TIME 09 00 4/08/08 DA April 8 2008 8 19 22 AM 1pangrle JEFF 670 5574 POST HOLES SETBACKS MORNING April 8 2008 3 43 38 PM pbarthol SIDE YARD SETBACK NEEDS TO BE 13 BL6 02 4/10/08 PB BLDG POST /COLUMN FTG TIME 09 00 4/10/08 CA April 10 2008 8 59 15 AM 1pangrle JEFF 670 5574 POST HOLES SET BACKS MORNING April 10 2008 4 23 45 PM pbarthol BL6 03 4/14/08 PB BLDG POST /COLUMN FTG TIME 09 00 4/14/08 AP April 14 2008 8 41 48 AM 1pangrle CHUCK 670 5574 POST HOLES SETBACKS MORNING April 14 2008 4 27 18 PM pbarthol BLHD 01 4/18/08 JLL BLDG FRAMING HOLD DOWNS 4/18/08 AP April 18 2008 9 11 46 AM pbarthol STRAPPING FOR POLE BUILDING THAT WILL GET COVERED UP JEFF 670 5574 April 18 2008 2 41 24 PM jlierly BL99 01 5/20/08 JLL BLDG FINAL TIME 01 00 /f IE�, May 16 2008 8 49 55 AM 1pangrle S/O ,i I� JACK 425 743 1555 OF CLIFFORD 457 3050 �C BLDG FINAL GARAGE AFTERNOON PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 5/ /08 J MECHANICAL FINAL TIME 01 00 i May 16 2008 8 51 12 AM 1pangrle JACK 425 743 1555 OF CLIFFORD 457 3050 MECHANICAL FINAL GARAGE AFTERNOON COMMENTS AND NOTES PREPARED 4/18/08 9 27 54 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/18/08 ADDRESS 604 S PINE ST SUBDIV TENANT NBR CLIFFORD &CAROLINE HACKER CONTRACTOR DON LOVE TRUCKING PHONE (360) 457 4071 OWNER CLIFFORD E /CAROLINE HACKER TTE PHONE (360) 457 3050 PARCEL 06 30 00 0 1 6110 0000 APPL NUMBER 07 00001191 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 4/08/08 PB BLDG POST /COLUMN FTG TIME 09 00 4/08/08 DA April 8 2008 8 19 22 AM 1pangrle JEFF 670 5574 POST HOLES SETBACKS' MORNING April 8 2008 3 43 38 PM pbarthol SIDE YARD SETBACK NEEDS TO BE 13 BL6 02 4/10/08 PB BLDG POST /COLUMN FTG TIME 09 00 4/10/08 CA April 10 2008 8 59 15 AM 1pangrle JEFF 670 5574 POST HOLES SET BACKS MORNING April 10 2008 4 23 45 PM pbarthol BL6 03 4/14/08 PB BLDG POST /COLUMN FTG TIME 09 00 4/14/08 AP April 14 2008 8 41 48 AM 1pangrle CHUCK 670 5574 POST HOLES SETBACKS MORNING n April 14 2008 4 27 18 PM pbarthol BLHD 01 /l8/08 L n BLDG FRAMING HOLD DOWNS April 18 2008 9 11 46 AM pbarthol STRAPPING FOR POLE BUILDING THAT WILL GET COVERED UP JEFF 670 5574 COMMENTS AND NOTES PREPARED 4/14/08 9 06 34 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/14/08 ADDRESS 604 S PINE ST SUBDIV TENANT NBR CLIFFORD &CAROLINE HACKER CONTRACTOR DON LOVE TRUCKING PHONE (360) 457 4071 OWNER CLIFFORD E /CAROLINE HACKER TTE PHONE (360) 457 3050 PARCEL 06 30 00 0 1 6110 0000 APPL NUMBER 07 00001191 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 4/08/08 PB BLDG POST /COLUMN FTG TIME 09 00 4/08/08 DA April 8 2008 8 19 22 AM 1pangrle JEFF 670 5574 POST HOLES SETBACKS MORNING April 8 2008 3 43 38 PM pbarthol SIDE YARD SETBACK NEEDS TO BE 13 BL6 02 4/10/08 PB BLDG POST /COLUMN FTG TIME 09 00 4/10/08 CA April 10 2008 8 59 15 AM 1pangrle JEFF 670 5574 POST HOLES SET BACKS MORNING April 10 2008 4 23 45 PM pbarthol 4/14/08 JLL BLDG POST /COLUMN FTG TIME 09 00 BL6 03 April 14 2008 8 41 48 AM 1pangrle CHUCK 670 5574 POST HOLES SETBACKS MORNING COMMENTS AND NOTES 4681111111 SE A Engineering DATE. 4/10/08 TO Building Official FROM:Terry Powell, P.E. Principal SUBJECT Hacker" Post Frame Building 604 S. Pine St Port Angeles MEMO The referenced building has been modified to a shorter length of 32' (was .36' as originally designed). All construction requirements shown for the original building design apply for this shorter length without any change. See below for modified building: 12930 N.E 178th Street A Woodinville, WA 98072-5708 (425) 481-6601 A FAX (425) 481-6371 A tristate@netos.com Page 1 of 1 PREPARED 4/10/08 9 13 33 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/10/08 ADDRESS 604 S PINE ST SUBDIV TENANT NBR CLIFFORD &CAROLINE HACKER CONTRACTOR DON LOVE TRUCKING PHONE (360) 457 4071 OWNER CLIFFORD E /CAROLINE HACKER TTE PHONE (360) 457 3050 PARCEL 06 30 00 0 1 6110 0000 APPL NUMBER 07 00001191 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 4/08/08 PB BLDG POST /COLUMN FTG TIME 09 00 4/08/08 DA April 8 2008 8 19 22 AM 1pangrle JEFF 670 5574 POST HOLES SETBACKS MORNING April 8 2008 3 43 38 PM pbarthol SIDE YARD SETBACK NEEDS TO BE 13 BL6 02 4/10/08 JLL BLDG POST /COLUMN FTG TIME 09 00 J April 10 2008 8 59 15 AM 1pangrle JEFF 670 5574 POST HOLES SET BACKS MORNING COMMENTS AND NOTES PREPARED 4/08/08 10 11 11 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS 604 S PINE ST TENANT NBR CLIFFORD &CAROLINE HACKER CONTRACTOR DON LOVE TRUCKING OWNER CLIFFORD E /CAROLINE HACKER TTE PARCEL 06 30 00 0 1 6110 0000 APPL NUMBER 07 00001191 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 4/08/08 JLL ja 3) INSPECTOR JAMES LIERLY SUBDIV PHONE (360) 457 4071 PHONE (360) 457 3050 BLDG POST /COLUMN FTG TIME 09 00 April 8 2008 8 19 22 AM 1pangrle JEFF 670 5574 POST HOLES SETBACKS MORNING COMMENTS AND NOTES PAGE 10 DATE 4/08/08 Si DE cl_ )W Off .cA 1 P RT NGELES W A S H I N G T O N U S A Public Works Utilities Department December 31, 2007 Don Love Trucking 431 Lisel Lane Port Angeles, WA 98362 tOb 4-- o RE Port Angeles Landfill Transfer Waste Disposal Application, WDA 07 -56, Building demolition at 604 South Pine Street We have received your application for disposal ofbuilding demolition debris from the referenced site and reviewed the testing results for lead paint and asbestos content. Based on the testing results the debris appears to be acceptable for disposal at the transfer station. A copy of your approved application is attached. This approved application must be shown to the transfer station scale attendant at the time of disposal. Please be advised that this disposal application is only for the materials and quantities listed in the application. Materials not listed or in excess of the quantities noted may require separate applications and approval Please call if you have questions. Very truly yours, ju4u4 Stephen Sperr, P.E. City Engineer Encl. WDA 07 -56 Copy Claudia Stromski N:\PWKS \ENGINEER \WDAPPLIC 07 -56 File: Landfill Solid Waste Disposal Applications Phone 360- 417 -4805 Fax 360 417 -4542 Website www cityofpa.us Email publicworks @cityofpa.us 321 East Fifth Street P 0 Box 1150 Port Angeles, WA 98362 -0217 Wed,10 /4/2006 0:4 PM F pORT AN To. City of Port Angeles, City Engineer 321 E Fifth Street PO Box 1150 Port Angeles, Washington 98362 NOTE. AU questions must be answered for waste to be approved. 1 Generator Information: Company Name: Mailing Address. Phone: Project Name: Project Location. 2. Other Contacts (if applicable): Consulting Firm: Contact: Phone Contractor Name: Contact: Phone Laboratory Contact: Phone. PORT ANGELES LANDFILL WASTE DISPOSAL APPLICATION ISOA' totP4 1 u G 4- I3I LW-44_ Laa4 Po/L1 q s 1,0• 4S? go" 1 lT1 sovi. 4 .4A of e .Srl�trti 1 y 441' 4",444.45 of Se Pl UE 24 4' •istoc .fix 74,40r K‘za4c gt7-oSo I A n.J La LA 4J kiva Ao..r ZmvE. 4 ri' 401 1 N VL L'1 -4414 c. 1 ca g- lizalt-41 ;46- o 017-A- 01-5lp Phone: (360) 417 -4803 FAX. (360) 417 -4709 96W z City of Port Angeles Landfill Waste Disposal Application Page 1 Wed,10 /4/200 0:4 PM 3 Source of Waste: Check the appropriate box below and briefly describe the project, process, and /or cleanup that will or has produced the waste requiring disposal. Include the gasoline service station number (if applicable). CERCLA/MTCA Remediation Agency Contact: Independent Remedial Action UST Removal Unused Chemical Product Spill K. Other Source: A14440 LA 4 Waste Material Composition (check all that apply and include percent of total) Soil Foundry Slag Concrete /Asphalt Dredge Sediments Preserved Wood x Debris Coal Ash Other (list) Wood Ash NOTE. Total must equal 100% Unknown NOTE. Supply any MSDS information with application, if available. 5 Waste Material Contaminants (check all that apply) Gasoline Metals Diesel Solvents Heating Oil PCBs Unused Motor Oil Used Motor Oil/Waste Oil Other 'ems (.446 Other Petroleum Product A5444 4 75L Svievol d'7litsr+4 City of Port Angeles Landfill Waste Disposal Application Page 2 Wed,10 /4/2006 0:4 PM 6 Estimated Quantity of Waste for Disposal Cubic yards ICJ Tons (estimate both) Drums Tons (estimate both) Other NOTE. Estimated quantity for disposal must be within 20% of the quantity actually disposed. (10% for projects over 7,500 tons or 5,000 cubic yards.) 7 Frequency of Disposal. 4e One time Monthly 8 Waste Sampling Proper characterization of the waste for disposal requires the collection of representative samples. The methods and equipment necessary for obtaining representative samples of a waste, and the frequency of sampling will vary with the type and form of the waste. Check the appropriate box and briefly describe how and where the waste was sampled Include site maps with sampling locations if possible. Number of COMPOSITE samples I number of discrete samples per composite 3 Number of DISCRETE samples 3 'fe..... 6 Gnat,) I k S fir 4 681,4 Ceps NOTE 1 NOTE 2. Unless prior approval has been granted by Port Angeles, the following sampling frequency will be used: 0 -25 25 -100 101 500 501 -1000 1001 2000 >2000 cubic yards cubic yards cubic yards cubic yards cubic yards cubic yards One composite sample shall discrete samples. Annual Other 1 composite sample 3 composite samples 5 composite samples 7 composite samples 10 composite samples 10 plus one sample for each additional 500 cubic yards contain a minimum of three /maximum of five City of Port Angeles Landfill Waste Disposal Application Page 3 Wed,10/4/2006 0:4 PM 9 Waste Analysis The "Dangerous Waste Regulations" (WAC 173 -303) shall be utilized to determine the appropriate analytical requirements for waste characterization. Ecology Publication #91 -30 (Revised April 1994) "Guidance for Remediation of Petroleum Contaminated Soils" shall also be used to characterize petroleum contaminated soils from UST releases. Submit all laboratory analytical results, QA/QC data, and Chain of Custody sheets along with this application. (NOTE. The laboratory must be accredited by the Washington State Department of Ecology a) List all a alytical test methods used b) Provide a narrative as to why the above analytical methods were elected boot- Kt) Aft 0.4 d- ;•444.$ we"' 4!e‘ L'� 4444 4-4 ckco der Slqvcriort NOTE. Additional sheets attached )C. YES NO 10 Soil Classification (**FOR PETROLEUM CONTAMINATED SOILS ONLY**) Based on the analytical data and Ecology Publication #91 -30, the soil classification is. (check one) Class 1 Class 2 Class 3 Class 4 Calculated Hazard Index 11 Dangerous Waste Affidavit: Based on a review of the analytical test results, site history and the applicable regulations, this waste is classified as: (check one) Neither Dangerous Waste (DW) nor Extremely Hazardous Waste (EHW) Dangerous Waste (DW) and Waste Code: Extremely Hazardous Waste (EHW) and Waste Code. City of Port Angeles Landfill Waste Disposal Application Page 4 r' Wed,10!4/2006 0 :4 PM 12. Certification. We THE UNDERSIGNED certify that this application is true to the best of our knowledge All information provided is correct and the enclosed analytical results represent the proposed waste materiel to i`Ile best of our abilities. Was Generator Sigfiature ;t Cy a t.li d4 v Printed Name _4 c. t c&4 c .74./C___ Company 11/31 /DI Date City of Port Angeles Approval: S. City Engineer v� 7 /YI Date /(ate) 3/ O[J Approval Expiration Date City of Port Angeles Landfill Waste Disposal Application Page 5 .ec —at —avu f 11 09 Am IV VL Labs e066341936 NVL Laboratories. Inc. 4708 Aurora Ave N, Seattle. WA 9811X Tel: 206.547.0100 Ernerg. Pager_ 206.344.1878 1.888.NVLLABS (985.5227) Client Zenovic Associates, inc. Street t"3\ G (o' 5'{e /L Port Angeles Project Manager IAA-e! 6'00b41c Project Location _64:04 AAA Si: rear Ave.a s5 Phone: (360) 417 -0501 Fax: (360) 417-0514 10 Asbestos Air 10 PCM (NtOSH 7400) TEM (NIOSH 7402) D TE M (AHERA) O TEM (EPA Level Ii) Other 0 Asbestos Bulk I D PLM (EPA/600IR- 931116) 0 PLM (EPA Point Count) 0 PUN (EPA Gravimetry) 'MA Bulk METALS p�T metals CHAIN of CUSTODY SAMPLE LOG Dot. Limit Matrix IS ppm (AAg) 0 Air Filter 0 Paint Chips ppb (GFAA) 0 O water Paint Chips (Area) U bustlwipe 0 Waste Water 0 Soil NVL Batch Number Client Job Number Cr2 2 R Total Samples Turn Around Time 0 1 -Hr l 24-Hrs 0 4 Days p 2-Hrs Q 2 Days 0 5 Days D 4-Hrs 0 3 Days. p 6 to 10 Days Please call for TAT less than 24 firs Entail address Tit. e. 24.0ect a RCRA Metals D Arsenic (As) Barium (Be) Cadmium (Cd) t] Chromium (Cr) 0 Other Types 0 Fiberglass 0 Nuisance Dust Rotometer Calibration 0 Other (Specify) of Analysis D S+Tica Respirable Dust Motd/Fungus Condition of Package: 0 Good Q Damaged (no spillage) Severe dama3e (sprlia Lab ID Client Sample Number! Comments 1274-14 I '7a1. C446 A.4451, l .e4steles Seq. I 1 2 3 4 5 9 7 8 9 10 11 12 13 14 15 Print Below Sian Bel owl Sampled by cV 4:4.4x I V c-4 Relinquished by -OrsaY 6166.0t. I "1"" Received by _51, ..k I 'v— Analyzed by ,nnvtc) Results Called by Results Faxed by 1 Company I Zwoum I I AWL I3A ILH ill e1 7 O O C r1/l G,e I I V i.J %A./ 0 Alt 8 Other Metals 0 Lead (Pb) U All S 0 Mercury (Hg) Copper (Cu) 0 Selenium (Se) Q Nickel (Ni) o Silver (Ag) Zinc (Zn) 2 /3 Date Time I /&3o4,,,. I Jadim I ,.4K. bubo vi .00 Special Instructions: Unless requested in writing. all samples will be disposed of two (2) weeks after analysis. 1 f L441 c-e gesuper ,ec- ca -cvU/ 11 lu AM NvL Labs GU66i419i6 P VL Laooratories, inc. i 47na A, Ave% N RF,a#ks WA QR1(11 Tel: 206.547.0100 Fax: 206.634.1936 www.nvllabs.cam Client Zenovic Associates, Inc. Address: 301 E. 6th St. Suite 1 Port Angeles, WA 98362 Attention' "Jr Tracy Cudga: Project Location. 604 Pine ST Port Angeles Lab ID Client Sample 27117095 1226 Analysis Report Toxicity Characteristic Leaching Procedure Lead (Pb) Sampled by Client Analyzed by Michael Dougherty mg/ L =Milligrams per liter ppm parts per million Note Method QC results are acceptable unless stated otherwise. Date Analyzed: 12/2812007 RI mss/ L 0.4 aid NO Altiegese ACCREDITED WA DOE C1765 LABORATORY AIHA IH 101861 in malL 1.2 Batch 2717885.00 Matrix: Bulk Method: EPA 1311/70008 Client Project 07288 natP RP(:PIVPlt 19/27/7nf17 Samples Received: 1 Samples Analyzed: 1 r% 13A CT V 1 \/`11 1 3/3 RL Reporting Limit Below the reporting Limit ti Date: 12/04/07 Tab Site: 604 Pine St. Port Angeles, WA 98363 Owner: Cliff Hacker 604 Pine St. Port Angeles, WA 98363 Contacts: Zenovic and Associates Tracy Gudgel, PE 301 E. 6th St. Suite #1 Port Angeles, WA 98362 S iert:, Demolition Northwest Asbestos Consultants 406 Reed St. Port Townsend, WA 98368 360 385 -0584 northwestasbestosconsultants @cablespeed. corn Invectma Bob Witheridge AHERA Building inspector Management Planner WAMOA 0042- 10190704 Expires 10/19/08 Sane of work 1) Building survey and inspection to inspect for asbestos containing building materials (ACBM) 2) Survey, sample and record suspect materials. 3) Report to Tracy Gudgel of Zenovic and Associates results of testing from Northern Industrial Hygiene, Inc. jpe_ction Report Requested by Tracy Gudgel of Zenovic and Associates. Single story garage had wood siding on wood and dirt floors. Roof was of wood and composition. Approx. 600 sq ft. No suspect of ACBM. Summary of I upertion All asbestos containing building materials with a reading of greater than 1% is considered a hazardous material if disturbed. Removal of any hazardous materials can be abated by the owner or a certified abatement contractor which follows the rules of the EPA and governed by Olympic Region Clean Air Agency During building demolition, it is possible that additional suspect asbestos containing building material (ACBM) may be found with in a wall, floor, ceiling or other areas not accessible at the time of the survey Should such suspect material be discovered an AHERA certified inspector will have to sample and test the material to prove it is of non asbestos. Northwest Asbestos Consultants is not responsible for identification of hidden materials that are not identifiable with reasonable diligence. Thank you, Bob Witheridge, E.F.M. IMO �AAAA wwn•A�A•A• Bob Witheridge Participated in the EPA AHERA INSPECTOR, MANAGEMENT PLANNER Refresher Course offered by the WASHINGTON ASSOCIATION of MAINTENANCE and OPERATIONS ADMINISTRATORS The full day training program covered all topics specified in the Model Accreditation Plan under Section 206 of Title II of TSCA The course was taken on October 19, 2007 in Silverdale, Washington Certificate #1 01 90704 Expiration October 19, 2008 fel A�/ WASHINGTON ASSOCIATION of MAINTENANCE and OPERATIONS ADMINISTRATORS THIS IS TO CERTIFY THAT Colin MacRae Course Administrator 2714 228th St. SE Bothell, WA 98021 (425) 485 -6980 mar r W.5, r ISA M1•n•+tAnit, s. n n .11.4. 1iat+tcs`, h'op saw a A '14 4, s c 0- ∎ve4, w ��5i� o s I u e�eb++4 �q DD i,` X 1 1 0 `i p +44 i s g d f i 4 4 G Iti� 7 ?6AZ6E.` �.e. V A 4 ,�4..4�: ti h' bu Is; s;�,,,.• Wing ,opera ions leing Icarrie� on !there e c nder Iwhen oh A 0. II 1 t if es By is ju lotion rovalfDate Country® POST FRAME BUILDINGS Suite C 16521 Highway 99 Lynnwood, WA 98037-3161 Everett: (425) 258 -4171 Puyallup: (253) 840 -9552 DIVISION OF Administrative Headquarters: (425) 743-1555 PERMABILT FAX: (425) 742 -4378 Tot Free: 1- 800 824 -9552 Quality: Our Future Depends On IL Contractor's Llc. TOWNCPF099LT C) PLEASE CHECK 2 doors fit in Bays R Roll -up doors will not hit Truss Roof Pitch �C Snow Load 4 l e t I 3 4 FLOOR PLAN Building Design J I i BUILDING ELEVATION Joa Wind MPH F Wind Exposure Eave Height Minimum Clearance Draw North Arrow in Circle --I R S i8/2 0/04 I k s 4•'_./2_, X 14 E- 7I)17, K f 2 6 Ci' fJIF•P d.3 t�G Ct�nstryac Pia s Th tssu� rice o this termif base upor thesi pland, s td nt( evert the (paildir g it iai fro the,e r Wring he c rrectiOn of error in s lid )34 ���777 a then data�or in r Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are shown on this drawing and vice versa. Customer Name: G d A 6 c F k� SG Q 1 Lead Customer Signature Lk I`'`U`�i.k�1JVv' owner C Iiffora E 1la C Ker agrees 'T b o b A 4,t a d em o I 1 n Fey m t4' Q ri `file bui�cQi n errn TOr �1 J 1 hem lara5 e e agrees dernoW s1-1 o lA 5 araae 1.eardz, P h' or 1 the ex f i h OL d, oroo rn ∎-t- 18 d s --Fv,©m k a) I e Imo I 0 a+ce Yrnoyv expi Jerno rY\ t e ow hex ck s 0,110w e- Ci 40 ove `+e Stvel -u t a+ `4'h e w n er\s ex Peen c/0( F cKtt- rint name f G,L s 15 n aiu re- October 12, 2007 To the Port Angeles City Planning Dept Our "garage" shed is approximately 20 feet by 32 feet equalling 640 square feet we are planning to tear threm down either be- for g the garage is built, depending on the advice of the demolishing contractor He may want to tear the 'lean -to" down first, and leave the garage so we can move our tools, etc into the new garage, before tearing the original down Tearing the "lean -to" down first would give room to maueuver for the second step We do not know at this time wholo the excav- ating and demolishing contractor will be, as we are still in the process of getting bids In case you need to know, our house square footage is 1083 feet, which includes the open front porch Thank you. Clifford E Hacker fee RECEIVED OCT 1 2 2007 CITY OF PORT ANGELES BUILDING DIVISION uzertw) 14f' 4 Applicant or Agent &C/ Ff'a „d Het_ C /CPA/ Owner Sa a- Owner's Address G S /Pi. Contractor /Engineer r6' Contractor /Engineer's Address License PROJECT ADDRESS 6 v S o e 2 7 6Q' t elyrs Parcel Number Project Type Brief Des Check all that apply New Construction Addition Remodel Repair Re -roof Demolition ign Heat System Other Floor Areas Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other BUILDING PERMIT APPLICATION Print in ink For City Use Only Date Received I(5 l CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Residential Commercial Multi family Industrial wad a l 4., 1 99_67,- ,..4111G 7-A.eir.A ae,c -4A f i J Z t -AA mac, V kb- b.) 476- A- .�c wei- r .--et .t...0- wall mounted projecting freestanding awning other Total sign area sq ft. Maximum allowed sign area sa ft. Heat pump wood burning stove gas fireplace pellet stove other criotion. Existing (sq. ft.) Pr osed (sg. ft.) Total footprint of structures sq ft. T Lot size Max. height of proposed structures Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? ft. I have read and completed this 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 working on projects. Date/0 -4, -97 Print Name CL, fFd rc 6 /kat T:Forms /Building Division /Bldg Permit Appl. -2006 Code.doc Occupancy group Occupant load Construction type per sq ft. TOTAL VALUATION 5d o sq. ft. Lot coverages Signature Permit 0/-1 ?ate Approved PhoreV 1/ s7 3 D r Phone Phone Expires Lot Zoning of bedrooms of full baths of half baths Project Time Brief D Check all that apply piNew Construction Addition Remodel Repair Re -roof Demolition Sign Heat System Other Floor Areas Basement 1St Floor 2 Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other Applicant or •en Owner e I C frotevtu_, f�trK>° tZ Phone (31n t+S Owner's Address &ni-V. Sin pit'3E?, =h'1s e s (NA Phone CZS� 7`�� 5 l Expires (o 1r°1 I S Town Country Post Frame Bldgs 16521 Hwy 99 Ste C Lynnwood, WA 98037 Lic# TOWNCPF099LT 604 Sa4k Rineyn/4- Parcel Number ge (X 1. Co r l D BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES C\ Attn. Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 3 080 ebeLCa I o r C X�T 4 Ph escription. XResidential Commercial Multi- family Industrial 06 1 1 G r a-VY gieWOLQe /S ‘0 PhOVe, C&, wig CaurotFne- 1u rab In QV r, 44 aP a c..�ag e -i movQ 10 --F+ hors zo%'$ lAsckll 2. u ?rigFcl-, smextl€ -r- ,mpr e, .Ks beh�`hCL+he, 'i e she'll Ik wall- mounted 'o projecting freestanding awning o other fo Total sign area sq. ft. Maximum allowed sign area sq ft- at a i L r n.-Q. Heat pump wood burning stove gas fireplace pellet stove other Existing (sq. ft.) proposed (sg" ft•) 6-,L1 O cu eCDL per sq DeArNA sh e 0Id (,q0 5F TOTAL VALUATION i�' 1ft Total footprint of structures sq 1't!i7 Lot size �t9� sq ft. Max. height of proposed structures 1 Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? ft. rD yU Occupancy group Occupant load Construction type 0 Lot For City Use Only Date Received 10 CA -01 Permit YT- l l t t g ate ApprovedAy■ 'zs 1 of bedrooms of full baths of half baths Zoning loco 5 O pe, ft 1 GirlaJme, to DY1e, g (i or ac Irnek) 4- t7) S9 t Lot coverage 3 7, I have read and completed this application and know it to be (rue and correct. I am authorized to apply for this permit and understand that it is my responsibility t p�CCa_. o determine what perm permits Signature s are required, and to obtain permitts prior t� working on project Date )51 Print Name Re� VU l/i `JJt; l Z Ad Web Version 10 -01 -07 h�re° g u ire s per Rebecca ovek e e'■o■e 10 oa /on Per owner c,croltne garage AS fu tl of sfi,ff, the wan`F �ti bu Id the. new k cAo 9 wale_ *he h move. ,w, f F 6,-k) o +he new 9 ax--a o e- d emno I, c h o i d one v Country° POST FRAME BUILDINGS DIMON Of r PERMABILT Qualm: Our Furu Depends On lc WIT nwood, WA 9003 Ever a(4 5)25841 Puyal10 .(258)800 -9552 FAx. '4 030ue H Spoor (4 5) 743 -155 FA]('. (425/ 24370 Contract r TOW" 099L Tax Account#, t7 h 319 0 Or7 20 S DO NOT SIGN INCOMPLETE SITE PLANT Custome ha nfied nd apps ed the locato of the building, utilitie shown tEl drawlog the ctJo tibn CUSTOMERSIGNATURn %-1, P p4 Pie Check Atte Do ng Site Pia t P'ropertydime 6Ex ng buildings R Proposed buildin Ea amens Job Name 6 //O Legal Descdpno �A r S e q P ro PO -G= (4 2 3 6 -6- i 1 i oo 1 e 41\ 5 oaf� ev,�,ol, sh� be, a S ao S� Q Site Plan D Septic nd draintield L Lot Draw North Arro D Sewer li 0 Elevatio of property &Setbacks of proposed Outing buildings D Bodi of Ovate 6Ma ad with ame D Floorpla I Access to proposed building 0 Slope Contou (5' amen}) Job Site Addr 6 y S. TO° S t �7 A '7Ga(eS 5h; 5C 4 Ct ts ,19 4, v i( ,c1 D ntatio of the building to the North, nd rite that all Whrte Customer Copy LEAD it a 1 White OifiC Copy 01995 Parma -Bllt Industr FR -34 6/07 Ci cle 111111111111M I Town Country® POST FRAME BUILDINGS DIVISION OF APP•"` PERMABILT Quality. Our Future Depends On It.T^' JOB NAME. Cl IFfo— SHIP TO ADDRESS. CO y .S, P, r!� o•- f ffh S Ws'36_2_ TELEPHONE AT JOB DROP 360 4 5 7 3 0 -S --C) Can a semi' turn around at the job drop? 0 Yes No Back -in Only Other Can a two tone get into the job drop? ['Yes No Other Can a concrete truck get into the drop? E Yes No Other Will a 4 wheel drive vehicle be required for deliveries? Yes E 1'10 Other Directions 01991 Perma -Bilt Industries FR -35 6/07 6'f 51' DIRECTIONS TO SITE 'Truck Dimensions: 65' long, 8' wide, 12 high, and it weighs. 35,000 lbs. empty 2 Truck Dimensions: 30' long, 8' wide, 12 high, and it weighs 18,000 lbs. empty Suite C 16521 Highway 99 .Lynnwood, WA 98037 3161 Everett: (425) 258 -4171 Puyallup: (253) 840 -9552 Administrative Headquarters: (425) 743 -1555 FAX. (425) 742 -4378 Toll Free: 1- 800 824 -9552 Contractor's Lic. TOWNCPF099LT THOMAS GUIDE DIRECTION I IIIIII �IIII VIII IIII +xb Trues 1 J6O216 3 TM-REV Tit -ro unty Tazs, Y1c. EvGng4u, WA 99233 00.4 LOADING (psi) TOLL 25.0 TCDL 50 BCU- 0.0 BCDL 1.0 LOAD CASE(S) Standard 64.14 12-4.14 844 Plata 08sets O(Yl: f t ;t.2 2 0 021, 15:1 -2-2,0 -0-21 SPACING 6-0-0 Plates Increase 1 15 Lumber hcrease 1 15 Rep Stress leer NO Code IRC20031TPI2002 Tnlss Type FINK 12-0-0 5-7 -2 REACTIONS (lb/slae) 1 =21894048, 6218910 -5-8 Mac Horz 1=- 1836oad case 5) Max UplNt1= 819(bad case 2), 6= 919(toed case 3) FORCES (Ib) M turfman' CompresstonfMaxim7m Tension TOP CHORD 1- 2=- 6085i2 082, 23=433811855, 34=- 433811858, 45= 5065)2063 BOT CHORD 1- 8=1924/4635, 7- 8- 1138/3252, 67 11303252, 5-6.-1812/4835 WEBS 2.8= 1101/607 3-8=47411172, 3.6- 57£;/11 4- 13=- 1101/609 5x10 1 7.50 Oty Fly 48 17.7 -2 5-7 -2 WARN(NO- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an In divkluab bulking cornportetlt to be installed and loaded In the plane of the truss. Applicability of design parameters and proper incorporation ofcamponent is the responsibility of the bulking designer. The bracing requirements shown are for lateral stability of Individual truss members. The bracing design is the responsibility of the budding designer. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector For general guidance rogueing fabrication, ninthly and S S11 storage, Ung dellvelY, erection, Safety I orrrtatlon available from Plate Insti Institute, 565 d3 0nofito Drive, and B1�uilding Coort Madison, Via 53710 end Wood Truss Council of America (wooduuas.com). lumbennens M. Job Reference {oolonet 6300 s Oac 12 2005 WO( /Mt stile. %Inc Thu Mac 16 1024 20 2006 Page 1 NOTES 1) Unbalanced roof Ave bads have been considered for this design. 2) WWad: ASCE 7- 90;100rrph• h=261; TCDL =3.0psh, BCDL =0.8psf, Category N; Exp C; enclosed; NNVFRS interior ewe; centlie+er let and right exposed and vertical left and right exposed; Lumber DOL =1.93 pieta grip DOL =1.33. 3) The bottom chord dead load shown is suaadent only to cover the truss weight itself and does not allow for any addiftooal load to be added to the botom chord. 4) Dead toads shown include weight of truss. Top chord dead load of 5.0 psf (or less) is not adequate for a shingle roof. Architect to verify adequaty of by chord dead load. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss Is designed to accordance with the 2003 international Residential Code sections R502.11.1 and R802.10.2 and referenced standardANSVTPf 1. 24-0-0 844 217 -0-0 6,4-14 co DEFL in (lot) Wet lid PULTES GRIP TO 0.58 Vert(LL) 0.26 68 >999 240 MT20 1851144 BC 0,57 Vert(TL) -0.37 68 >770 100 MT2011 148/108 WS 0.71 Hors(TL) 812 5 n/a n/a (aiatrbq Weight 01 Ib LUMBER BRACING TOP CHORD 2 X 8 H FISPF 1860E 1.45 TOP CHORD 2 -0.0 oc purtins (33.0 max.) SOT CHORD 2 X4 SPF 2400E 2.0E WEBS 2 X 3 SPF 8md/Std'Exce#' BOT CHORD Rigid ceiling directly applied or 8-34 oc bracing. 3-8 2X4 SPF Stud/Std, 3-6 2X 4 SPF Sud/Std 4! Scale 1:39.8 1 E%Plr3ES 12-7.2007 (360) 757.6500 (360)4574758 Fax Country? POST FRAME BUILDINGS DIVISION OF VOINPMC PERMABILT Quality: Our Future Depends On It rm Tax Account D 6 30 Suite C 16521 Highway 99 Lynnwood, WA 98037 -3161 Everett: (425) 258-4171 Puyallup: (253) 840 -9552 Administrative Headquarters: (425) 743-1555 FAX: (425) 742 -4378 Toll Free: 1- 800 824 -9552 Contractor's Lic. TOW NCPF099LT 20 Age- 80 coo 6 l(© 6 fy S-frec p rohOse0 ClCCe 5 5 rap ©seof q 2G/ 3 6 C t a a 5 e._ -6- 1" a wl a Please Check After Doing Site Plan: W- Property dimensions Existing buildings O'Proposed building Easements r/r Job Name: Legal Description: /o )0 NOT SIGN INCOMPLETE SITE PLAN! ;ustomer has verified and approved the location of the building, orientation of the building to the North, and verifies that all itilities are shown on this drawl in the correct loc ti n. ;USTOMER SIGNATURE i ,4-11' i1 r ,L, LEAD 1 White 6 Site Plan Septic and drainfield Sewer lines etbacks of proposed existing IRMain road with name LIVAccess to proposed building Job Site Address: z Customer Copy White Office Copy 'Lot size Draw North Arrow in Circle Elevation of property t' buildings Bodies of water Floorplan Slopes Contours (5' increments) 6o</ Sr P m S I �v 1 7 ��e/eS `lb Sb� ©1995 Perma -Bitt Industries FR -34 6/07 11111131111111E GENERAL NOTES 1 BUILDING MAY BE CONSTRUCTED OF ANY SIDEWALL LENGTH AND SPAN MEETING THE REQUIREMENTS OF THESE BASIC PLANS WHERE RATIO OF LENGTH TO SPAN IS EQUAL TO OR LESS THAN 2. 2. SPECIFIC BUILDING DIMENSIONS, WALL OPENINGS AND ACCESSORIES ARE INDICATED ON PERMABILT BUILDING DESIGN SHEET (ATTACHED) 3. BUILDING MAY BE A COMBINATION OF CLEARSPAN AND GRID SYSTEM SIMILAR TO PLAN. 4 CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. in CD Z a M U) a 0 0_ 2 -10d (TYP PURLIN 2 -10d TOENAIL EACH SIDE I Y o BRACE I m PURLIN 0 z a cn V U) 0 BLDG. LINE AT FACE OF POST (FTP.) SYM (IF OCCURS) PURLIN 2 -10d TOE NAIL EA. SIDE ENDWALL POST PER SCHEDULE B. INTERIOR POST—/ PER SCHEDULE IT. BAY SIZE (14' MAX.) P LAN 2x6 HF #2 BRACE AT LOCATIONS NOTED ON TRUSS DRAWING X-1 \TYP. TRUSS BRACING W BOT. CHORD w/ ONE TRUSSED BAY. �J U SIDEWALL LENGTH (FOR MAXIMUM SEE NOTE 1) ENDWALL SAVE GIRT- 16d AT 24' SAVE GIRT TO 2x6. (2)16d, SAVE GIRT TO BRACE. SIMPSON CS16 STRAP BENT AT SAVE GIRT w /(5) 1Od 1 1/2 (1 NAIL AT SAVE GIRT) SIDEWALL POST PER SCHEDULE A. BAY SIZE (14' MAX.) ENDWALL POST PER PLAN 2x4 BRACE I RAKE BEAM PER SCHEDULE F AND )ETAL 5/2. (SCHEDULE FF AT ENDWALL w/ OVERHANG) 2x6 BETWEEN POSTS w /(3) 16d TO 2x4 BRACE AND (3) 16d TOE NAIL AT POSTS. BAY WIDTH PURLIN DBL TRUSS (OR SINGLE TRUSS AT END BAYS IF OCCURS) PER TRUSS MANUFACTURER ENDWALL POST' PER SCHEDULE B. 'BAY SIZE (14' MAX.) 2x4HF /2 CONTINUOUS BRACE APPLIED AT LOCATIONS NOTED ON TRUSS DRAWING. ATTACH TO TRUSS BOTTOM CHORD 0/ 2 -10d TOE —NAIL AT EACH CHORD. 3 -10d 0 LAP SPLICE (TYP L \TYP. TRUSS BRACING BOTTOM CHORD w/ MULTIPLE TRUSSED BAYS. 199 IST 11 11I gla te •i /13/2. DETAIL s Q 0 PURLIN PER DETAILS 3/2 4/2 AND SCHEDULE D. INTERIOR RAFTER PER SCHEDULE G. INTERIO SCH DETAIL 9/2 OPTIONAL EAVE OVERHANG PER DETAIL 2/2. POST PER SCHEDULE A. GIRLS PER DETAIL 12/2. 29 GA. METAL WALL CLADDING PER NOTE #4 SHEET #3. (OPTIONAL CLADDING PER NOTE #11 SHEET #3.) FOOTINGS PER SCHEDULE H AND DETAIL 16/2. AL W 1 EXPIRES 08/20/08 OPTIONAL EAVE OVERHANG PER DETAIL 2/2. 29 GA. METAL WALL CLADDING PER NOTE #4 SHEET 3. (OPTIONAL CLADDING PER NOTE #11 SHEET 3.) DETAIL 6/2 0 7 PURLIN PER DETAILS 3/2 4/2 AND SCHEDULE D. :W<Y" l y1 I I I I �TRUSS SUPPORT BLOCK PER SCHEDULE C AND DETAIL 1/2. >GIRTS PER DETAIL 12/2 II 1 I I I uu DETAIL 7/2 (OR) DETAIL 8/2 W/ NO POST METAL ROOFING PER NOTE #4 SHEET 3. (29 GAUGE) DETAIL 8/2 POST PER SCHEDULE A DETAIL 13/2 FOOTINGS PER SCHEDULE H AND DETAIL 16/2. SPAN SPAN 12 .ST PER K. POST MAY NOT B 0'D AT CENTER OF METAL ROOFING PER NOTE #4 SHEET 3. (29 GAUGE) 12 4 (MAXIMUM) 1 FLOOR I NTERIOR FOOTINGS 1111 1 1 1 1 PER SCHEDULE P I I I I I I 1 1 11 AND DETAIL 16/2. 1 1 1 1 I I r 4 L1 1J Iu L I u u\� POST SPACING POST SPACING TYPICAL SECTION THRU GRID SYSTEM --1 4 (MAXIMUM) TRUSS BY OTHERS W /BRACING PER DETAIL 1/1 AND /OR 2/1 C TYPICAL SECTION THRU CLEARSPAN FLOOR L1 4 2 rn 3 d o m o nv o v v a SUOISIABJ 0 EE 0 01 Z Z O (n Z_ m w O U 4 'B In te 7 X 0 Q 4 sheet 3 ROOF PANELS ROOF PANEL SCREWS FOR PURLIN PER NOTE #4. EAVE GIRT W/ NAIUNG PE DETAIL 12/2 STEEL STRAP (PER NOTE #10) EACH SIDE OF POST W/ 8 -16d NHLS WALL PANEL SCREWS FOR GIRT PER NOTE 4 -16d (TYP.) 3 16d TO EACH PURUN 16• 4 O.C. STAGGERED TO RAKE -160 RAKE TO POST. 5 -16d AT CORNER POST.) 2 BLOCK W/ WIDTH TO MATCH POST. NAIL W/ 6 -16d. (3 -16d AT CORNER POST.) 2 6 BLOCK. BEVEL TO M TCH RAKE SLOPE. IL W/ 6 -16d. SION OF U.N.O. SIMPSON MTS78 w/ (7) 100 x NAILS 0 PO NA rim MIME! I YY NN 1� 1 .n IN 1 `■44Y Pr PURUN- PANEL SCREWS E AS FOR GIRT PER NOTE #4. 246 FASCIA W/ 3 -16d TRUSS TOP CHORD PURUN ENDWALL POST TRUSS TRUSS BRACIN PER NOTE SHEET #3 EAVE GIRT LOOKOUT INC #2. (2) BOLTS P SCHEDULE G. ER 2 BLOCK EACH SIDE OF POST W/ WIDTH TO MATCH POST. 4 x BLOCK FOR DOUBLE RAFTERS. 5 -16d EACH 51. PLY ONLY 2 BLOCK EACH SID OF POST W/ WIDTH MATCH POST. 4 8 BLOCK FO DOUBLE PURUN 2 x LEDGER PER SCHEDULE F NAIL TO BEAM W/ 16d 0 12' O.C. STAGGERED. POST PER SCHEDULE B 4-16d EACH MEMBER EACH SIDE BOLTS PER SCHEDULE 2 BLOCK EACH SIDE OF POST W/ WIDTH TO MATCH POST. 4 x BLOCK FOR DOUBLE TRUSSES. WALL PANELS PER NOTE OR C2 1 SECTION AT EAVE 1' 1' -0' RAKE BEAM PER SCHEDULE F 18d AT POST —1 SECTION AT RAKE 3 -16d PURL�IN�— TO BLOCK (TYP.) BLOCK SIZE TO MATCH POST OR BUILD TO MATC SIMPSON ANGLE 'A23' EACH SIDE OF POST AND LONG LEG ON POST. 10d 1 -1 NAILS. POST PER SCHEDULE A INI MUM WIDEST DIMENSION OF POST U.N.O. ROOF PANEL SCR FOR RAKE PER NOTE #4. WIDEST DI ENDWALL P CONTINUOUS RAFTERS PER SCHEDULE G (AS SHOWN) OR TRUSS TOP CHORD OR CANTILEVERED RAKE BEAM NO POST RIDGE CONNECTION POST �\%j O. j� `TRUSS -METAL ROOFING FOR BUILDINGS ACON CONCRETE SLAB, THE UPPER `'4 1 2.< MAY BE FILL OF SOIL Q y< -BACK FILL A 4I COMPACTION Q• OF SAME PER NOTE #9 MIN. DIAMETER PER SCHEDULE H AND P I- SEE 3/2 SIMPSON MTS16 STRAP (7) 10d 8 1(' NAILS 0 POST (7) 10d 1(' NAILS 0 TRUSS 6' CONCRETE PAD OR BAGS OF CONCRETE MIX �1 EMBEDDED POST FOOTING W/ PAD 3/4 -O ROOF PANEL SCR FOR PURUN PER NOTE #4. BLOCK 24 BETWEEN EAVE GIRT 286 FASCLA W/ 3-16d (OP.) 2x6 LOOKOUT EACH SIDE OF POST WALL PANEL SCREWS FOR ORT PER NOTE #4. STEEL STRAP EACH SI E OF W/ 8 -16d NAILS ALL PER OR CTION AT EAVE EAVE GIRT WALL PANELS NOTE #4 0 STEEL HANGER. IMPSON U26 OR AL W/ 10d 2' NAILS 8 -16d EACH SIDE. (INSIDE PLY ONLY IF 2 -PLY.) BOIL OPTIONAL OVERHANG IF USED PER DETAIL 2/2 ROOF PANEL SCREWS FOR PURLIN PER NOTE WALL PANEL SCREWS FOR GIRT FOR NOTE 2 BLOCK EACH SIDE OF POST W/ TO MATCH POST. 4 x BLOCK FOR DOUBLE RAFTERS. 286 BLOCK W/ 3 -160 (TOP.) 16d 0 4' O.C. TO LOOKOUT (TYP.) 43 SECTION AT ENDWALL W/ TRUS WID3g; SHIM RAFTERS AND BLOCKS TO MATCH WIDTH OF INTERIOR POST. INTERIOR POST NARROW DIMENSION OF POST. (TO MATCH SIDEWALL POST) NAIL 284 TO O5T W/ 2 -16d ELEVATION 284 T- ROOF PANEL SCREWS FOR RAKE BEAM PER 4 16d O EACH SS TO ENDWALL (SAME AT CORNER TOP CHORD PANELS WIDEST DIMEN OF ENDWALL POST 0 NAIL 2 -PLY RAFTERS TOGETHER W/ 10d 0 6' O.C. STAGGERED (1) BOLT PER SCHEDULE 0 W/ 2 -16d EACH SIDE WIDEST DIMENSION OF POST U.N.O. ENDWALL POST FACE NAIL 2x TO POST W/ BRACE MAY NOT BE REO'D. E SCHEDULE K. INTERIOR POST BRACE DETAIL BOLTS PER SCHEDULE C 2 BLOCK EACH SIDE OF POST W/ WIDTH TO MATCH POST. WIDEST DIMENSION OF POST U.N.O. RAFTER PER SCHEDULE G. EQUAL NUMBER EACH SIDE OF POST. POST PER SCHEDULE A SIDEWALL POST RAFTER CONNECTION TOE NAIL 284 T -GIRT TO POST W/ 2 (TYP.) PURUN- 206 BLOCK 2 -16d TOENAIL EACH PURUN TO EACH RAK RAKE BEAM PER SCHEDULE FF BAY WIDTH NO RAKE OR BLOCK THIS SIDE WHEN SINGLE RAKE ALLOWED WIDEST DIMENSION OF ENDWALL POST U.N.O. SECTION AT ENDWALL W/ OVERHANG LEAN -TO METAL ROOF 5 -16d TO HAVE MASTIC IN LAP SEAMS WHEN LEAN TO W/ SLOPE IS LESS THAN MAIN SLOPE STUB POST OF WIDTH TO MATCH SIDEWALL POST RAFTERS PER SCHEDULE G (T) BLOCK BOLT PER SCHEDULE G 2 x BLOCK EAC SIDE OF STUB BLOCK WIDTH MATCH STU: •ST x BL. FOR DOUR ERS. TRUSS TOP CHORD 286 BLOCK ,-SCAB 160 AT B' O.C. TO LOOKOUT 3 -16d (TYP.) GIRT TIE STRAP APPUED TO TOP OF GIRTS W/ 10d 1/2' NAILS AT EACH DIRT PER SCHEDULE M AND 2 (MINIMUM AT I THE B 0 KG 24' MAX. -ROOF PANEL SCREWS FOR RAKE BEAM PER NOTE #4 /-2x6 BLOCKING PU SCREWS OR GIRT E #4. 6 FASCIA W/ 3 -16d 10 -18d RAKE TO ENDWALL POST FOR CONTINUOUS RAKE. (5 -16d FOR SINGLE SPAN AND AT CORNER POST.) (TM.) 2 BLOCK W/ WIDTH TO MATCH POST. NAIL W/ 6 -16d (IYP.) WALL PANELS METAL ROOFS TO OVERLAP 4 MIN WHEN LEAN -TO ''1'11 SLOPE IS LESS o" THAN MAIN SLOPE wir V LEAN -TO /BUILDING CONNECTION 2 -104 x 1 -1/2" NAILS r AT EACH GIRT V —GIRT (2) 3/4 0 BOLTS FOR 10' RAFTER SPAN AND (3) 3/4' 0 BOLTS OVER 10' SPAN NOTE. FOR TRUSS CONN. SEE DETAIL 1/2 POST 12 -10d TOTAL--/ STEEL STRAP PER NOTE #10. irgA17 BEND OVER POST. e4 61 e TF� G- 4 D JP LL E (LDlt pe4z t4 547 STRAP /P ST CONNECTION ROOF PANEL SCREWS FOR PURUN PER NOTE #4. 284 BLOCK. NAIL TO EACH TRUSS W/ 2 -16d, ANGLED. NAIL EACH PURUN TO EACH BLOCK TRUSS W/ 2 -16d AS SHOWN. NAIL PURER TO PURUN PER DETAIL 4/2. 16d NAIL EACH PURUN TO BLOCK. (NOT SHOWN) 164 NAILS SPECIFIED ABOVE MAY BE 0.131' DIA A 3 1/4 LONG w/ ONE ADDMONAL NAIL PER CONNECTION EXCEPT TOE -NAIL (i1 SECT. THRU PURLIN AT TRUSS /RAFTER PURLIN SPLICE DETAIL L 1 -T -O ‘,..2} 1' 1 -0 HOOF POST TO BE W/ GYPSU ROOF PANEL SCREWS FOR RAKE BEAM PER NOTE #4 BAY WIDTH 2 -16d TOENAI EACH PURUN TO TRUSS TRUSS ENDWALL POST TRUSS PER SH RE STRAP MAY NOT BE REO'D. SEE SCHEDULE M. RE STRAP W/ 10d 1 -1/2' NAILS PER SCHEDULE Al 3 -16d PURUN TO BLOCK I TRUSS OR RAFTER 24' MAX. 286 BLOCKING W/ 3 -16d TO TO TRUSS WIDEST DIMENS ENDWALL POST SECTION AT ENDWALL W/ OVERHANG SAVE GIRTS BUTT SPLICE AT POST t tL. ALTERNATE LOCATION �3 -16d EACH GIRT OF TIE STRAP NOTE. TIE STRAP MATERIAL PER NOTE #10 r -11 TYPICAL EAVE GIRT SPLICE \,2) I -B 5/8' GYPSUM WALL BOARD TYPE 'X" BLOCKED AT EDGES. USE 6d COOLER OR WALL BOARD NAILS OR EQUAL 0 7' O.C. RED BOARD 1 SIDEWALL POST NOTE: ROOF WALL AND TRUSS /P CONNECT1O DETAIL 1 1/2' GYPSUM SHEATHING TYPE 'X' 5d GALL/. NAILS O 8' O.C. —T -GIRT 0 24' O.C. SEE DETAIL 12/2 FOR T -GIRT NAILING. ALL PANELS PER TE #4 OR #11 1 -HOUR FIRE SEPARATION WALL NOTE 1 -6' LAP (MIN.) ROOF PANELS AUL BOTH SPUCE CONFIGURATIONS ARE EQUALLY STRONG, EITHER ONE MAY BE USED AT THE BUILDERS DISCRETION. EACH SIDE. (INSIDE IF 2 -PLY.) INTERIOR POST /RAFTER CONNECT TOE NAIL T -GIRT TO POST W/ 3 -16d 286 GIRT. FACE NAIL TO POST W/ 3 -16d DRIVEN AT ANGLE. (TP.) WALL PANELS PER NOTE #4 OR #11 ALTERNATE GIRT: 284/284 T -GIRTS O 24' O.C. W/ 2 -16d PER CONNECTION 286 GIRT. FACE NAIL W/ 3 -18d 286 T -GIRT. NAIL GIRTS TOGETHER W/ 16d 0 18' O.C. (TOP.) ALT 0.131' 0 3-1/4 LONG NAIL 0 12' WALL GIRT DETAIL (3) 16d FROM PURUN TO EA. BLOCK. (TYP.) SIMPSON H2.5 EA. PURLIN END TO TRUSS OR RAFTER. (TYP AT (2) 286 BLOCK ONLY) t POST STEEL STRAP PER WOOD S CRS AT BRACE (6) #881X6' WOOD SCREWS AT DBL BLOCK PURUN PER SCHEDULE D 1' -6" LAP (MIN.I 3 -16d EACH END OF LAP POST AS SHOWN OR (7) 0.131 DLA. 3 1/4' LONG EACH END OF LAP TRUSSES OR RAFTERS (TYP.) RAFTER PER SCHEDULE G PURUN 1 (2) 28 BLOCK BETWEEN PURUNS, NAIL BLOCKS w/ 0.131'0855' NAILS 0 4' STAGGERED WRAP STRAP OVER DBL BLOCK 288 BRACE w/ (3) 16d TOENAILS EA SIDE OF DBL. BLOCK NOTE; WHERE LENGTH OF BRACE EXCEEDS 5' -6' ADD FLAT "T" BRACE 75R OF LENGTH 16d 0 12' 2x4 'T' 2x8 HF #2 DIAGONAL Al BRACE TO ROOF (B) SIMPSON SDS 1+3" WOOD SCREWS w/ PRE -BORED 3 HOLES SPACED EQUALLY EACH WAY III if ENDWALL POST BRACE DETAIL ROOF PANEL SCREWS FOR RAKE PER NOTE #4 POST PER SCHEDULE B RQIE; LEDGER SUPPORTS PURUNS AND NEED NOT EXTEND TO OR ATTACH TO POSTS. NOTE: 3 -16d AT POST PURUN J 2 LEDGER PER SCHEDULE F NAIL TO BEAM W/ 16d 0 12' O.C. STAGGERED. H RAFTER (INSIDE -PLY.) 226 GIRT TOE- NAILED TO SKREED W /18d AT 16'O.C. WALL PANEL SCREWS FOR GIRT PER NOTE #4 IRd 10' GALVANIZED O 28 P.T. GIRT- TRUSS ANCHOR SIMPSON 'HETA 15' W/ 16d NAILS. BEND AROUND POST AND NAIL (2) ANCHORS PER POST (EACH SIDE) EXCEPT (1) ANCHOR FOR CORNER POSTS. (5■ SECTION AT RAKE 3 -16d PURUN TO POST USE P. T -GIRT AS PER DETAIL 12/2 AT BASE OF WALL WHEN NO SLAB. (111 BASE GIRT DETAIL J 1' 1'-0' RAKE BEAM PER SCHEDULE F 'xPIRES 08/20/08 3 -16d RAKE TO EACH PURUN 10 -16d RAKE TO POST. (5 -16d AT CORNER POST.) 2 BLOCK W/ WIDTH TO MATCH POST. NAIL W/ 12 -16d (6 -16d AT CORNER POST.) WALL PANELS WIDEST DIMENSION OF ENDWALL POST U.N.O. 1 /2" NTERIOR POST ER SCHEDULE K RIDGE POST /RAFTER CONNECTIO 4' CONCRETE r FLOOR SLAB 4' MIN. EMBED FOOTING I CO 0 rn;v 0 h O o 13 v a O BUOIBIABJ (n le o cri V O d I •I sheet 2 3 (I i NOTES. 1) ALL WORK AND MATERIALS SHALL CONFORM TO THE 2'169'3 IBC (INTERNATIONAL BUILDING CODE). CONTRACTOR IS RESPONSIBLE FOR ALL METHODS AND MEANS. 2.) TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE9 BC (INTERNATIONAL BUILDING CODE) ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. TRUSS BRACING SHALL BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING. 3.) BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADING: SNOW I OAD: 25 psf S011 BEARING. 2000 psf OR 1500 psf (PER SCHEDULES) SEISMIC DESIGN CATEGORY. D WITH Ss 150 %g MAX. 4 METAL PANELS SHALL BE BHP NOR CLAD, OR EQUAL, HAVING 80 KSI MINIMUM YIELD STRENGTH. ROOF PANELS SHALL BE FASTENED WITH #14 x 1 -1/2" SELF TAPPING SCREWS AT 9" O.C. ALONG EACH PURLIN AND EACH RAKE BEAM AND #12 STITCH SCREWS AT 24' O.C. ALONG EACH LAP WALL PANELS SHALL BE FASTENED WITH #9 x 1 -1/2" SELF TAPPING SCREWS AT 9" O.C. ALONG EACH GIRT SEE SHT 1 FOR METAL GAUGE. 5.) LUMBER SHALL CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS. 2X4 THRU 2X12: HF NO. 2 STRUCTURAL POSTS. 4x6 HF NO. 2 S4S 6x6 LARGER HF NO.1 ROUGH SAWN AS NOTED BLOCKING. HF STANDARD AND BETTER 6.) EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED FOR 0.60 pcf RETENTION IN CONFORMANCE WITH AWPA C15 OR C16. ALL OTHER LUMBER IN CONTACT WITH SOIL OR CONCRETE, OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED FOR 0.40 pcf RETENTION IN CONFORMANCE WITH AWPA C2. NAILS USED WITH PRESERVATIVE TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED. 7) BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT U.N.O. PRE —BORE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER. 8.) CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi FOR WEATHERING. (2500 psi USED FOR DESIGN, SPECIAL INSPECTION IS NOT REQUIRED). 9) BACKFILL FOR EMBEDDED POSTS SHALL BE CLEAN SAND. COMPACTION SHALL BE BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO EXCEED 8' 10) STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL. 11) 19/32" T1 -11 OR LP SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG ENDWALLS AND SIDEWALLS. SIDING SHALL BE NAILED WITH 6d COMMON OR GALVANIZED BOX NAILS AT 4' 0.C. ALONG PANEL EDGES AND 12" 0 C. IN FIELD. ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 6d AT 4' O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 12.) CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. 13.) NAILS ARE COMMON WIRE, UNLESS NOTED OTHERWISE. NAILS INSTALLED IN PRESERVATIVE TREATED LUMBER TO BE HOT DIPPED GALVANIZED OR EQUIVALENT C B WIDT 10' (2)2x10 DF 2 (2)2x12 DFL N0.2 (2)2x10 (2)2x10 SCABS 1 (2)2x10 1(2 HF NO.11 (4)2x10 12' (2)2x10 DFL NO.2 (2)2x12. NO.1 (2)2x12 (2)2x12 SCABS (2)2x12 (2)2x12 4)2x10 (2)2x12 SCABS (2)2x12 DFL NO.2 (2)2x10 DFL NO.1 (4)2x10 D (2)2x8 SCABS 14 INTERIOR RAFTER SCHEDULE GRID SYSTEM RAFTER SPAN 10' 1 12' 1 14 1 (2 0 1 (2)2x12 1 (4)2x10 WIND 1 DAD: 100 MPH, EXPOSURE C. (OR 110 MPH, EXPOSURE B.) NOTES ALL BLOCK BOLTS 3/4 0 FOR SPANS WITH NO CANTILEVER, SCABS ARE TO BE 8' -0' LONG MIN. CENTERED IN SPAN AND ON RAFTER, AND NAILED TO RAFTER W/ 10d AT 12" O.C. (STAGGERED). FOR SPANS WITH CANTILEVER. DO NOT USE SCABS. USE DOUBLE THE QUANTITY OF MAIN MEMBERS. OWABLE SOIL BEARING POS SPACING 10' 12' 14 10' 12' 14 POST FOOTING SCHEDULE ALLOWABLE 4 —0' DEEP 4 —0' DEEP POST I SPACING I SOIL BEARING 11 4 —3' 4 —6" DEEP DEEP 4 —3' 4 —9" DEEP DEEP 4 —6' 4 —9" DEEP DEEP A SIDEWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40' POST MATERIAL. SEE NOTE #5 ALL FOOTINGS BAY WIDTH BAY WIDTH 14 10' 12' 14 BAY WIDTH NOTE ALL CORNER POSTS 4X6 ORIENTATION NOT CRITICAL EXCEPT IF ADJACENT TO AN OPENING THEN LONG SIDE OF CORNER POST IS TO BE PARALLEL TO THE OPENING. E GIRT SCHEDULE NOTE. F =FLAT GIRT T="T" OR "L" GIRT SPANI 10' 12' 2,000 psf I ALL FOOTINGS 30" DIA. EAVE HEIGHT 1,500 psf 12' 4 —6" DEEP 4 —6" DEEP 4 —9" DEEP 10' 4x6 6x6 12' I 6x6 6x6 14 1 6x6 6x8 POST MATERIAL. GLULAM GRUEN —WALD CLASSIC EAVE HEIGHT 10' I 11 I 12' 1 14 1 15' 1 16' 10' II4Yex5'/ e14Y8X5 814Yex5 /814)6x5 12' 11443X5 /g14 x 53(314 )6x 5 5 %4Yax 14 114)g x5 814 8x5 814} 6x5 EAVE HEIGHT 10' 6x8 6x8 6x8 11 11 6x8 6x8 6x10 GIRT EAVE HEIGHT 12' 6x6 6x8 6x8 POST MATERIAL. 6x HF #2 ROUGH EAVE HEIGHT 12' 6x8 6x10 6x10 14 6x8 6x8 6x8 1 14 1 6x10 1 6x10 1 6x10 2x6 F 0 24 O.C. 48' O.0 W/ 2x6 2x6 T 72' 2x6 F 48' O.C. w/ 2x6/2x6 T 0 48' O.C. 2x6 /2x6 T 0 24 0.C. (NO FLATS) 14 4 —3' DEEP 14 4 —9" DEEP 5 —0' DEEP 5 —3" DEEP ARE 30" IN DIAMETER 15' 16' 4 —6' 4 —6' DEEP DEEP 4 —9' 4 —9" DEEP DEEP 4 —9 —9' 4 —9' DEEP DEEP NOTE. DEPTHS A TOP OF CONCRETE I OR BAGS OF MIX. 15' 5' -0' DEEP 5 —3' DEEP 5 —3' DEEP 16' 5' -3' DEEP 5 -3' DEEP 5' -6' DEEP 1 15 I 1 6x8 1 6x8 1 6x8 1 6x10 1 6x10 1 6x10 GIRT 15' 1 6x10 1 6x10 6x10 1 6x10 6x10 1 6x10 f_ 16' 16' BA WIDTH C ENDWALL POST SCHEDULE w/ BRACE PER DETAIL 20/2 ALL BUILDING WIDTHS TO 40" WIDTH POST MATERIAL. SEE NOTE #5 BUILDING qi EAVE HEIGHT WIDTH (SPAN) I 11 12' 14 20' OR 30' II 4x6 1 6x6 6x6 6x8 22' OR 32' ll 6x6 6x6 6x8 6x8 24 34 OR 36' 6x6 6x6 6x8 6x8 26' OR 38' 6x6 1 6x8 6x8 6x8 28' OR 40' II 6x6 1 6x8 6x8 6x8 10' 12' 14 BUILDING WIDTH (SPAN) 20' OR 30' II 24 ,34 OR 36'11 26' OR 38' 11 28' OR 40' 11 22' OR 32' INTERIOR POST SCHEDULE GRID SYSTEM 10' (2)2x1 (1)2x12 (2)2x10 (1)2x12 (2)2x10 10' 4x6 I 4x6 I 12' 4x6 I 4x6 1 14 4x6 I 4x6 I R THESE POSTS TO BE BRACED EAVE GIRT TIE STRAP BUILDING BUILDING ITIE STRAP WIDTH LENGTH NO TIE I PER 20' 124 MAX 25' TO 40' 24 28' MAX 29' TO 48' 28' 132' MAX 33' TO 56' 32' 136' MAX 37' to 64 36' 138' MAX 40' 140' MAX EAVE HEIGHT 12' 1 13' BLDG. LENGTH 9 39' to 72' 9 41 to 80' 9 POST MATERIAL. 6x HF #2 ROUGH EAVE HEIGHT 10' 11 12' 14 6x8 6x8 6x8 6x8 6x8 6x8 6x8 6x8 6x8 6x10 GLULAM GRUEN —WALD CLASSIC EAVE HEIGHT POST MATERIAL BUILDING WIDTH (SPAN) I 10' I 1 1 I 12' I 14 I 15' I 16' 20' OR 30' II4Y8x53/8,14Y 8x53/ a14Y8x53 /814Yex53/81%x53/815Y2x 5 22' OR 32' 114Yex5%14Yex5 8 4Yex5 /815Y2x5 24 ,34 OR 36'114Yex53/ 814) 6x53 /8 1416x53 /8I5Y2x5%15Y2x53/84Y8x7Y81 26' OR 38' 114Y8x 5 5 53/8I5Y2x 5 7Y814Y8x7Y8I 28' OR 40' 114J6x5 8x5 814Yex5 /814YBx7J6I4Y8x71614Y8x7)61 RAKE BEAM W/ OVERHANG SCHEDULE BEAM SPAN 1 12' I 14 1 (2)2x10 I (2)2x12 W /2x8 SCAB xK1 1 2x12 DFL 10 1 (2)2x12 2 W/ 2x10 SCA: I (2)2x12 2)2x12 H.F NO.1 2x12 W /2x8 SCAB *K1 (2)2x10 DFL NO.1 *FOR THIS ALTERNATE THE RAKE BEAM IS TO HAVE NO CANTILEVER SPAN. CONNECT SCAB AS SHOWN AND USE DETAIL 5D/2. DETAIL 1 1 /2. I QTY NAILS NOTE. NAIL QTY'S SHOWN ARE EACH SIDE OF SPLICE. FOR OVERHANG CONDITION ADD 3 NAILS TO NOTED QUANTITY 14 6x8 6x8 6x10 6x10 6x10 6x10 6x10 6x10 6x10 6x10 SCAB 15' 6x8 6x8 6x8 6x10 6x10 15' 6x10 6x10 6x10 6x10 15' I 16' 4x. r 4x6 I 4x6 xr I 4x6 I 4x6 6x6 1 4x6 I 4x6 1 6x6 PER DETAIL 17/2 OR USE 6x6 POST 6x6 6x6 16' 6x8 6x10 6x10 6x10 6x10 16' 6x10 6x10 i C C C BAY WIDTH �B M BEAM SCAB 10d 0 12' O.C. (STAGGERED) ('rAL 4 I EXPIRES 08/20/08 14 TRUSS BLOCK BOLT SCHEDULE 3/4" 0 MACHINE BOLTS W/ WASHERS 10' 12' 14 1 BAY WIDTH 10' 12' 10' 2x10 w/ 2x4 LEDGER DETAIL 5A /2 20' 2 2 2 SEE DETAIL 1/2 PURLIN SCHEDULE C 1 24 2 2 2 TRUSS 2 2 3 PURLIN /SPACING 2x6 0 24 O.C. 2x6 0 24 O.C. 2x6 0 16' O.C. 2x6 DFL NO 2 18' O.C. I 2x6 0 48' O.C. (2) 2x6 0 48' O.C. (ALTERNATING) RAKE BEAM SCHEDULE T 1 SPA. G 1 10' 12' 14 POST SPACING 10' 12' 14 BEAM SPAN 12' 1 I 18 30' SPAN ALLOWABLE SOIL B II 36' 2 3 3 14 40' 3 3 4 2x12 w/ 2x6 LEDGER (2x12 HF #1 (2)62x12 w/ AT 14 BAY) DETAIL 5A/2 I! DETAIL 5B /2 INTERIOR POST FOOTING SCHEDULE GRID SYSTEM ALLOWABLE SOIL BEARING 2,000 psf BAY WIDTH 10' 1 12' 1 14 18' dia. I 18' dia. I 18' dia. dia. I 18' dia. I 24 dia. I 24 dia. I 24 dia. G 1,500 psf BA IDTH 10' 1 12 1 14 18' dia. I 18' dia. 24 dia. 18' dia. I 24 dia. I dia. 24 dia I 24 dia. I 24 LL FOOTINGS 4' -0" DEEP crt .o SUOISIASJ i A (n J Q W a i 0 0 z c p 7 J O O m in U d w n ‘,.3c w0 C a 3 y LL 00 '~a i I o SO 0 sheet 3 3 CITY OF PORT ANGELES .~ PUBLIC WORKS BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 BUILDING PERMIT ISSUED: 4/23/2001 PERMIT NO: 12616 OWNER/APPLICANT PROPERTY LOCATION 604 PINE S CLIFF HACKER 604 S.PINE Lot: 1 Port Angeles, WA 98362 Block: 161 [] Long Legal 360/000-0000 Subdivision: TPA T: S: Parcel No: CONTRACTOR ARCHITECT SUNSHINE BUILDERS N/A Pod Angeles, WA 99360 , 98360-0000 360/457-7539 360/000-0000 PROJECT INFO Project Value: $4,700.00 SFD Units: 0 Commercial: 0 Project Type: RE-ROOF SFD SQ FT: 0 Industrial: 0 Occupancy Type: Garage: 0 '~'- Occupancy Group: MFD Units: 0 Construction Type: MFD SQ FT: 0 Zoning Use: RS7 ! ~, PROJECT NOTES TEAR OFF / RESHEET / REFELT/3TAB ,~ FEES ASSESSMENT Building Permit: $111.25 Misc Fee 1: $0.00 Plan Check: $0.00 Misc Fee 2: $0.00 State Surcharge: $4.50 Misc Fee 3: $0.00 House Moving: $0.00 Manufactured Home: $0.00 Sign: $0.00 TOTAL FEE: $115.75 Plumbing: $0.00 AMOUNT PAID: $115.75 Mechanical: $0.00 BALANCE DUE: $0.00 Radon: $0.00 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 el laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does no! presume/~to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of Signature of Co'r~tracto~' or~,uthofized Agent Dat~ Signature of Owner (if owner is builder) Date BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLA~YFUL TO COVER, INSUL/ITE OR CONCE/IL ANY ~VORK BEFORE INSPECTED ~4ND /iCCEPTED. POST PERMIT 1N A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYpE DATE I ACCEPTED COMMENTS I YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERJMIT: # PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T BAR INSULATION SLAB WALl / FI OOR / (EH,lNG MECHANICAL HEAT PUMP YES NO LIGHT DEPT PLANNING DEPT 417-4750 i~_~~ ~ PLANrNING DEPT. . CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N? L5648 Port Angeles, washlngton__m____m2___~L~oo_.___ooooooooo_.__.oooooooo_, 19./,(" In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- ::~~~~:;.:'.;=::;;.:~:~:.~~::=:-=::::=::=: W:rlng Contractor __oo~._.._..._.____oo.ooo__ooo__oo_ooo By.___oooooooooooooo__moooooo___.ooo___._ooo_mooo._m_______ooo____ LIcht Outlet...................................._..__. Service, volts ./:!::.CJ/...?-:..'!....a.... Type 01 WIring: Re 'eptacle Outlets "0 wire. :J ,./} Armored Cable .....--.--..................- '. .__..n_..................._._. J.S~'iz'e WIreS............~..m SI:.----...;;;.......~.........r....."..;.-_....._..... Non-Metallic ................_.._.._.._..__... DI) .'r, KW __non..............___n..____.________. //' U', ~i:!.. iJ... Knob & Tube....................._.........._. Rnn.~e, KW.....u.nn.........,...____ Main fuse h__....~.' ..pu........ .5 RIgid C<>nduit .m.._........................ Wa:er Heater: Enclosure ._.___.m...mh...__................ Metallic Tubing .............___........... KW.____............................. Type of wiring: Entrance Cable m__.___mm____...O Ser. No............----..._......__.......____...___ Raceway .........__.._.__.........._.._......_ Circuit., LIgbL......m....m._.......___m..m Utllity....__..m.__....____........m.......__.__ Heat ___.___................_....................... Range .__._......................_....__..__.__.... Water Heater .........._..........._......_. Motor ..__...................__._.._.__........... Ileal. KW.......__...n......._____..___._.____n_n Motors: sIze, volts and phase: RigId Conduit h.h.__.m..........m...... ~leta1l1c Tubing ___.______.._.n........... Current transformers: No. & Size____.__________...._______............. Ser. No. ........_.._.._...........n....__n.._____.. Dryer ______.__....._................__.___.____........ Furnace .........................'_.....__._.___..__. Ser. No.____._._______.._..__...__....._............. Total Load............................. SerA NO.__....__n.___.___..__..__..n_.__._..n._.. Total ..._____..__.._........................ ~~=~_,~~~:.._:::::::::::::~:=:::::::::~:~c1::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Permit Fee Treas. Receipt No._______.__.________________ By Zt!t:~,"'ie.~~~2"_~ $_000_000.________000_______.___.___00. NOTICE-Current must not be turned on until Certificate of Inspection has been issued. It work is to be con- cealed tlue notice must be given the Inspector so that work may be Inspected before concealment. I\'OTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ELECTRICAL PERMIT N? 15648 Address~..__.._.........................................._......_........_.................__..........._...................._.....__........_Date...__.._..____......_.......__._._...._.....__._.__._.. Owner .. ........_........____.._..........................____........._........._.__....._..__.....__.___________._......._____... Tenant........._.__._...__..........__...._.....__.._._..____________.... Wiring C ;ntractor....n_..__n..._._................._.._.._..__.__.__........_..___............_..._...._..__.__.._....................... By __._.n......____........._......___..._.___.___..._..._.___.. NOTIOE-Current must not be turned on until Certl!1cate ot Inspection has been issued. If work is to be con- cealed duo notice must be given the Inspector so that work may be Inspected before concealment. 1M OlympIc Printers. Jnc.