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1309 Caroline St - Building
PREPBRED 6/22/11 8 18 42 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/22/11 ADDRESS 1309 CAROLINE ST SUBDIV TENANT NSR ROBERT W EASTMAN CONTRACTOR ANGELES SERVICE CENTER PHONE (360) 928 3098 OWNER ROBERT W EASTMAN PHONE PARCEL 06 30 00 7 8 0325 0000 APPL NUMBER 11 00000450 RES ACCESSORY BUILDING PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL6 01 6/17/11 JLL BLDG POST/COLUMN FTG TIME 09 00 6/17/11 AP June 17 2011 8 37 50 AM 1pangrle BILL 477 5509 'HOLE INSPECTION FOR SETTING POLES FOR A POLE BLDG MORNING June 17 2011 4 46 00 PM jlierly BL99 01 6/22/11 BLDG FINAL TIME 03 00 k June 22 2011 8 17 30 AM 1pangrle BILL 477 1509 BUILDING FINAL POLE BUILDING PLEASE INSPECT MID-AFTERNOON P COMMENTS AND NOTES PREPARED 6/17/11 8 41 18 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/17/11 ADDRESS 1309 CAROLINE ST SUBDIV TENANT NBR ROBERT W EASTMAN CONTRACTOR ANGELES SERVICE CENTER PHONE (360) 928 3098 OWNER ROBERT W EASTMAN PHONE PARCEL 06 30 00 7 8 0325 0000 APPL NUMBER 11 00000450 RES ACCESSORY BUILDING PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL6 01 6/17/11 JL BLDG POST/COLUMN FTG TIME 09 00 A June 17 2011 8 37 50 AM 1pangrle BILL 477 5509 'HOLE INSPECTION FOR SETTING POLES FOR A POLE BLDG MORNING COMMENTS AND NOTES i CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 720 SF POLE BUILDING CARPORT Owner 11 00000450 Date 6/06/11 046300 1309 CAROLINE ST 06 30 00 7 8 0325 0000 ROBERT W EASTMAN RES ACCESSORY BUILDING RS7 RESDNTL SINGLE FAMILY 8640 Contractor ROBERT W EASTMAN ANGELES SERVICE CENTER 1309 CAROLINE ST 56585 HWY 112 W PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 928 3098 Structure Information 000 000 720 SF POLE BUILDING CARPORT Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc 720 SF POLE BUILDING CARPORT Permit pin number 185512 Permit Fee 193 75 Plan Check Fee Issue Date 6/06/11 Valuation Expiration Date 12/03/11 Qty Unit Charge Per BASE FEE 7 00 14 0000 THOU BL -2001 25K (14 PER K) Special Notes and Comments The Fire Department has reviewed the project application and has no comments May 24 2011 12 37 42 PM sroberds The proposal will result in a 720 sq ft pole building carport for lot coverage of 28o in the RS 7 zone MAINTAIN CLEARANCES FROM SERVICE WIRES 5 feet horizontal and/or 4 feet vertical Any modifications to the City s electrical facilities will be at the customer s expense Public Works Utility Engineering has no requirements for this plan review Other Fees Fee summary Charged Permit Fee Total 193 75 Plan Check Total 125 94 Other Fee Total 4 50 125 94 8640 Extension 95 75 98 00 STATE SURCHARGE 4 50 Paid Credited Due 193 75 00 00 125 94 00 00 4 50 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required forelectrical work, SEPA, Shoreline ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work 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 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 AIR SEAL. Walls Ceiling FRAMING - Joists / Girders / Under Floor Shear Wall / Hold Downs Walls / Roof / Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall / Floor / Ceiling MECHANICAL. Heat Pump / Furnace / FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT Separate Permit#s Parking / Lighting Landscaping f Date Accepted By I I FINAL Date I I I I I 1 I I 1 I I I I FINAL Date I I SEPA. ESA. SHORELINE. Comments Accepted by Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type I Date 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 Accepted By FA CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION `- 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 11 00000450 Date 6/06/11 Application pin number 046300 REPORT SALES TAX Grand Total 324 19 324 19 00 00 on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 I Date I 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 I FINAL Date Accepted by AIR SEAL. Walls Ceiling FRAMING H Oi6 1 hSPeG}z�pn f D r Joists / Girders / Under Floor_1L �� h PB les fps �•�,ye Shear Wall / Hold Downs T1t Walls / Roof / Ceiling I pI bul Id�� Y'y Drywall (Interior Braced Panel Only) 0_1� — I' T -Bar INSULATION: Slab Wall / Floor / Ceiling MECHANICAL. Heat Pump / Furnace / FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney I Commercial Hood / Ducts FINAL Date Accepted by MANUFACTURED HOMES I Footing / Slab I Blocking & Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking / Lighting ESA. Landscaping I I 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 l BUILDING PERMIT CITY OF PORT ANGELES -- Attn Building Permit Technician 321 E Fifth St. Port Angeles WA 98362 Tr(360) 417-4815 fax (360) 417-4711 Bill �,il�- Applicant Z09 LAST MAN Property Owner Bv(� tvj571ij/ry Property Owner's Address t307 CA2cy-'A:& Contractor AAjc--G;� 5cEnvt« C�� APPLICATION Print In Ink Contractor's Address 5L s�rT KwY<iz Po2r &Cy&CC-S License # JW&4L Sc gS-3 bI Expires PROJECT ADDRESS t3nc( C��,rvi✓ Parcel Number 06 3000 7�;,o325 Proiect Tvne & Brief Description. Check all that apply Xr New Construction ❑ Addition ❑ Remodel ❑ Repair ❑ Demolition x Residential ❑ Multi -family For City Use Only, Date Received 5-1 k- i l Permit # Ik-4910 Date Approved. Phone Phone Phone q2 �- 3v Sts E-mail Lot Zoning (,S =7 ❑ Commercial ❑ Industrial PoI-E V3uri_oit:4, CA2PoXi— LU IC jtA y/cr- Dtit vtzv� ❑ Re -roof ❑ House ❑ garage ❑ other ❑ tear off & re -roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑ wood -burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existin_q (sg. ft.) Proposed (sq. ft.) Basement @ $ 151 Floor 7L 2nd Floor 3`d Floor Garage Carport 7Zo Covered Porch U7 Z Deck Shed Other per sq ft. = $ TOTAL VALUATION $ R; (6yi0 S, 690 Total footprint of structures _ 176 _$ sq ft. T Lot size _---G 61 sq ft. = Lot coverage 2 � 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 2 5 % 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. I am authorized to apply for this perm and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to�j° rking on jects. Date S- y- Print Name (31��-�cxt/e�Mi�� Signature T Forms/Building Division/Building permit application ✓ -A21P9 �9 17 AL A f R aPoSED Z#y30 �~q-n.rao.cr 3 (tog C /AjeoL t A.)L C>OF> t-=As-rA IAA.,► Pt�.pr t`�iA�v 2 1 l AL A f R aPoSED Z#y30 �~q-n.rao.cr 3 (tog C /AjeoL t A.)L C>OF> t-=As-rA IAA.,► Pt�.pr t`�iA�v 2 I �r, ,I 4 Clallam County Assessor & Treasurer - Property Details - 62461 ROBERT W EASTMA, Page 1 of 2 I Clallam County Assessor & Treasurer Property Search Results > 62461 ROBERT W EASTMAN for Year 2011 2012 Property Account click RECALCULATE to obtain the correct total amount due Property ID- 62461 Legal Description: CAIN, SUBD OF LOT First Second 36 LOT 18BL3 Geographic ID- 0630007803250000 Agent Code: Half Half Type. Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L WMP Land Use Code 11 Open Space N DFL N Penalty Interest Base Paid Amount Due Historic Property- N Remodel Property- N $000 Multi -Family Redevelopment: N $140.61 $14060 2011 Township. CC -GEN COUNTY CL_ALLAM Section. $000 $000 Range: $77.62 2011 156791 SD #121 SCHOOL DISTRICT #121 Location $000 $0.00 $18380 $183.79 Address. 1309 CAROLINE ST Mapsco $179.20 $17918 $000 $0.00 PORT ANGELES WA 98362 $179 18 2011 156791 Neighborhood Cycle 5 Res MapID- 2 / J Neighborhood CD' 10955130 156791 ✓y � / $000 $0.00 $32.56 $32.55 2011 Owner HOSP #2 HOSPITAL #2 $31.87 $31.86 $000 �\� Name ROBERT W EASTMAN Owner ID- 193494 WSMET PK DIST WILLIAM SHORE MET PARK DIST Mailing Address: 1309 CAROLINE ST % Ownership 100.0000000000% \ 2011 PORT ANGELES, WA 98362 CITY-STORMWATER CITY STORMWATER $3600 $36.00 $0.00 $000 $36.00 Exemptions. 2011 156791 Taxes and Assessment Details $082 $0.81 $0.00 $000 Property Tax Information as of 05/11/2011 Amount Due if Paid on t7--t5j. 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 Half Half Base Base Year Statement ID Taxing Jurisdiction Amt. Amt. Penalty Interest Base Paid Amount Due 2011 156791 ST SCH STATE SCHOOL $_140.61 $14060 _ $000 $0.00 $140.61 $14060 2011 156791 CC -GEN COUNTY CL_ALLAM $77.62 $77.62 $000 $000 $77.62 $77.62 2011 156791 SD #121 SCHOOL DISTRICT #121 $183.80 $183.79 $000 $0.00 $18380 $183.79 12011 156791 CITY PORT_ANG CITY OF PORT ANGELES $179.20 $17918 $000 $0.00 $179.20 $179 18 2011 156791 PORT PORT OF PORT ANGELES $10.93 $10.92 $000 $0.00 $10.93 $10.92 2011 156791 NTH OLY LIB NORTH OLYMPIC LIBRARY $32.56 $32.55 $000 $0.00 $32.56 $32.55 2011 156791 HOSP #2 HOSPITAL #2 $31.87 $31.86 $000 $000 $31.87 $31.86 2011 156791 WSMET PK DIST WILLIAM SHORE MET PARK DIST $9.69 $968 $000 $000 $9.69 $968 2011 156791 CITY-STORMWATER CITY STORMWATER $3600 $36.00 $0.00 $000 $36.00 $3600 2011 156791 WEED -CONTROL WEED CONTROL $082 $0.81 $0.00 $000 $0 82 $0.81 2011 156791 TOTAL. $703.10 $703.01 $0.00 $0.00 $703.10 $703.01 2010 45069 ST SCH STATE SCHOOL $139.20 $139.20 $000 $000 $278.40 $000 i 2010 45069 CC -GEN COUNTY CLALLAM $74.08 $74.08 $000 $000 $14816 $000 2010 45069 SD #121 SCHOOL DISTRICT #121 $180.30 $18030 $000 $000 $360.60 $0.00 2010 45069 CITY PORT ANG CITY OF PORT ANGELES $171.52 $171 51 $000 $000 $343.03 $0.00 2010 45069 PORT PORT OF PORT ANGELES $1041 $1041 $000 $000 $20.82 $000 2010 45069 NTH OLY LIB NORTH OLYMPIC LIBRARY $21.52 $21.53 $000 $000 $43.05 $000 2010 45069 HOSP #2 HOSPITAL #2 $30.39 $30.39 $0.00 $000 $6078 $0.00 ! 2010 45069 WSMET PK DIST WILLIAM SHORE MET PARK DIST $967 $9.67 $000 $000 $19.34 $000 2010 45069 CITY STORMWATER CITY STORMWATER _ $36.00 $36.00 $0.00 $000 $72.00 $0.00 2010 45069 WEED -CONTROL WEED CONTROL $0.82 $0.81 $0.00 $000 $1.63 $0.00 http.//websrv8 clallam.netlpropertyaccessIProperty.aspx?cid=0&year=2011&prop_id=62461 5/11/2011 4SEASONS ENG/NEER/NG, INC. (360) 452-3023 • Fax (360) 452-3047 619 S. Chase Street • Port Angeles, WA 98362 May 4, 2011 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Post frame building for Mr Eastman, 1309 Caroline St., Port Angeles Dear Mr Lierly, This building may be built as a carport, with the finished building having open sides. The plans show the walls enclosed which is a future option for the customer Please allow the building to be finaled as a carport. Sincerely, 0 Donna J Petersen P PION 1 PETC? O Of waS s� � h OW cc. Bill Truckenmiller IN z MAY 0.5 N11 CITY OF PORT ANGELES BUILDING DIVISION , DESIGN OF POST FRAME BUILDING ROBERT EASTMAN 1309 CAROLINE ST PORT ANGELES, WA 98362 MAY 2011 -• r. i :ro tl oN J. PEr� 10 of Wnsrr�Y sFZ � Z 30765 4 /STEW S�aNA L SI - by• 4 SEASONS ENGINEERING, INC 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 ROBERT EASTMAN 1309 CAROLINE ST PORT ANGELES, WA 98362 DESIGN CRITERIA SITE ELEVATION LESS THAN = LESS THAN 650 FT SNOW LOAD = 25 PSF WIND SPEED = 85 MPH 3 SEC GUST, V3S =100 MPH EXPOSURE D SEISMIC ZONE D1 SOIL BEARING =1500 PSF REFERENCES 1 INTERNATIONAL BUILDING CODE 2009 2. INTERNATIONAL RESIDENTIAL CODE 2009 DESIGN STRESSES DOUGLAS -FIR #2 2X 4X FB = 900 PSI Fc = 1350 PSI F7= 575 PSI Fv = 180 PSI E =1.6 (10)6 PSI HEM -FIR POSTS P T STR SEL FB =1200 PSI Fc = 975 PSI Fv =140 PSI E =1.3 (10)6 PSI HEM -FIR POSTS #2 P T FB = 575 PSI Fc = 575 PSI Fv =140 PSI E =1 1 (10)6 PSI 3. TIMBER CONSTRUCTION MANUAL 3RD ED by AITC 4 CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG -TIE 5. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2005 EDITION 6. RISA -21) RAPID INTERACTIVE STRUCTURAL ANALYSIS — 2-DIMENSIONAL VERSION 7.0, 2007 7 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES ASCE7-05 General Notes 1 Engineering for this structure conforms to the minimum standards of the International Building Code 2009, or better 2. Roof snow load = 25 PSF 3. Maximum soil bearing capacity =1500 PSF 4 Seismic Zone D1 5. Wind, VFM = 85 MPH, 3 second gust, Vag =100 MPH Exposure 'D' 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. Written dimensions shall take precedence over scaled dimensions on the drawing. 10 Contractor shall verify all notes, dimensions and conditions prior to start of construction and be responsible for the same. 11 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 1 Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be In accordance with Table 2304.9.1 of the International Building Code 2009. 2. 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. 3. All wood framing details not shown otherwise shall be constructed within or better than the standards of the I.B.C. 2009. 4 All structural framing lumber to be Douglas Fir No. 2 Grade kiln dried, or Hem Fir No. 2. Do not Substitute Hem Fir for Douglas Fir if specified on drawing. 5. 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. Treat all cuts with wood preservative. 6. All 4x and 6x structural lumber exposed to weather and/or in ground contact shall be Hem -Fir pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. 7 Framing connectors, nails, bolts, and other fasteners in contact with pressure treated wood shall have the following finishes: I Wood Treatment Finish CCA -C and DOT Sodium Borate (SBX) Galvanized, 0.60 oz/ft2 ACQ-C, ACQ-D, CBA -A, CA -B, Other Borate Post Hot -Dip Galvanized, ZMAX galvanized, (Non -DOT) 1.85 oz/ft2 or SST300-Stainless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) SST300-Stainless Steel and other pressure treated woods. 8. 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 9. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12' o.c. staggered. General Concrete Notes (The Following apply unless shown on the plans) 1 All materials and workmanship shall conform to the requirements of the drawings, specifications, and the International Building Code, 2009. 2. Concrete shall attain a 28 day strength of Fc= 2500 psi. 3. Reinforcing steel shall conform to ASTM A615 -76A, Grade 40, fy= 40,000 psi. 4 Footings shall bear on solid unyielding earth. 3 ROBERT EASTMAN 1309 CAROLINE ST PORT ANGELES, WA 98362 2009 IBC WIND ANALYSIS ASCE 7-05 METHOD 2 BUILDING DESCRIPTION FIRST FLOOR = ;1.0` SECOND FLOOR 1 DL+SL f> 12 SHEAR S1 THIRD FLOOR Ss 9 00 258,6 1.00 ROOF HEIGHT D Fv '21 Fa AVERAGE HEIGHT OF BUILDING Smi 42 12 100 WIND EXPOSURE 'D 12 0.67 SEISMIC USE GROUP WIND SPEED 100 MPH RESPONSE MODIFICATION FACTOR ROOF PITCH 1 41 25 12 18.43 Kh= �00 Kd = 0.85 a= 31 1= 0:87`- Kz= 1.030 Kzt-- G*Cp G= 0.85 qz CP G*Cp Horizontal pressure Windward wall 19.50 1.2 0.68 13.26 Leeward wall 19.50 :0,5: 043 8.29 Windward roof 19.50 0.00 0.00 Leeward roof 19.50 0:57 0.48 945 Windward + Leeward Wall 19.50 1'.3 1 11 21.55 Windward + Leeward Roof 19.50 :0;57 0.48 9.45 Windward wall 1 DL+SL f> 12 SHEAR S1 Leeward wall Ss 9 00 258,6 1.00 Windward roof D Fv 1.50 Fa Leeward roof Smi 42 Sms 100 Windward + Leeward Wall 0.40 12 0.67 SEISMIC USE GROUP Windward + Leeward Roof SEISMIC DESIGN CATEGORY D RESPONSE MODIFICATION FACTOR Snowload 0.533 25 1.3 h/L Deadload a= 31 Components/Roof G*Cp 1 0.8 19.50 15.60 2 1.2 19.50 23.40 3 2 19.50 39.00 Components/Overhang 2 2.2 19.50 42.90 3 2.5 119.50 48.75, Truss Uplift Length Spacing Load 1'24 23401 159.1 1 DL+SL 2006 IBC SEISMIC ANALYSIS SIMPLIFIED BASE SHEAR S1 0,.40: Ss 9 00 258,6 1.00 SITE CLASS D Fv 1.50 Fa 1 00 Smi 0.60 Sms 100 Sdl 0.40 Sds 0.67 SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY D RESPONSE MODIFICATION FACTOR SEISMIC BASE SHEAR COEFFICIENT= 0.533 IJBI 1.3 h/L 04 a= 31 159.1 1 DL+SL 99.4 2. DL+W 0.0 3. DL+ 75SL+ 75W 113.4 4 DL+ 7E 258,6 5. DL+ 75(7E)+ 75S 113.4 284.6 30.0 Z 160 j TRU C K. EASTMAN. 20091 RC POST FRAME.ASCE7-5.11.xis 4- ROBERT EASTMAN 1309 CAROLINE ST PORT ANGELES, WA 98362 Girt Design Windward wall pressure = 14 04 psf L=12'ft M = W12 /8 = 14 04(5)(12.)2/$ = 1265 ftlbs Smu, = 1265(12)/900(l 6) = 10.54 S = 2.063(2) + 7 563 = 1169 int > 10.54 OK USE 2X6 GIRTS @ 30" OC 2X6 STIFFENERS @ 60" OC Truss Connection CS14 MAX LOAD = 4980# Pup = 2340# 10d NAIL = 105(1 6) = 168#/NAIL nails are for uplift '/s" dia bolts — 451(1 6) = 722/bolt, bolts are for wind shear Use (2) '/i" dia bolts thru and (14) l Od nails thru 14ga steel strap (CS 14) 15 PURLIN-Roof Beam 4 Seasons Engineering Inc. Project: VARIES Job ANGELES CUSTOM BUILDING Client: ANGELES CUSTOM BUILDING Input Data Page 1 14 54:25 05/03/11 Designed by- Donna Petersen P E. Checked by- v��*� �3Q � "1"a/y'' �; .�;AQmttn"w. }� f"�j �j�j,:�''.,, l�:.,..� 1!",�" a=• p�� e`!,-'.'C�w'3'...,,.".o!vAp,"wL':• qe.. ,aux,,•. ,. s, �,�SY�?� a "P � '!' � I" C 1 Q1 � Ii�,�t�� St', ?s Left Cantilever- None Main Span: 10' Right Cantilever.None Check for repetitive use? Yes Tributary Width: 2' Slope: 0:12 Dead Load: 2.5 psf Live Load: 0 psf Snow Load: 25 psf Allow LL Deflection: U240 Allow TL Deflection: 0180 DOL. 1 150 Eb. 1600000 psi F 180 psi Fb. 900 psi Design Checks Reactions and Bearing Supp9it`Lccatio ; Min $ rlri a y ,., Re; ctioii , 0' 1.5 275 10' 1.5 275 Self -weight of member is not included. Member has an actual/allowable ratio in span 1 of 71 lew Design is governed by bending fb/Fb. Governing load combination is Dead+Snow Condition 1 w/Pattern Loads. Maximum hanger forces: 275 Ib (Left) and 275 Ib (Right). Program Version 8.2 12/17/2004 all- -0.3381 -0.3719 0.5 0.6667 67 V 55 It 5' 5- 4P Max. Value 275 1090.91 45.947 Allowable 1406.34 1547.32 207 % of Allow 20 Of 71 lig 2211 Location 0' 5' 9'6-1/2' Reactions and Bearing Supp9it`Lccatio ; Min $ rlri a y ,., Re; ctioii , 0' 1.5 275 10' 1.5 275 Self -weight of member is not included. Member has an actual/allowable ratio in span 1 of 71 lew Design is governed by bending fb/Fb. Governing load combination is Dead+Snow Condition 1 w/Pattern Loads. Maximum hanger forces: 275 Ib (Left) and 275 Ib (Right). Program Version 8.2 12/17/2004 all- -0.3381 -0.3719 0.5 0.6667 67 V 55 It 5' 5- 4P 4 Seasons Engineering Inc. Project: VARIES Job- ANGELES CUSTOM BUILDING Client: ANGELES CUSTOM BUILDING Input Data Page 1 14 56 13 05/03/11 Designed by, Donna Petersen P E. Checked by- C�jj5W Cantilever - — - , , ..___w__. — - - -1-1 1 1 1 1 11 11 11 1 lle�; r N�ne Main Span: 127-25132' Right Cantilever* one Check for repetitive use? Yes Tributary Width: 5' Slope: 4.12 Dead Load: 2.5 psf Live Load: 0 psf Snow Load: 25 psf Allow LL Deflection: 0240 Allow TL Deflection: 01 80 DOL. 1 150 Eb- 1600000 psi F 180 psi Fb- 900 Psi User Defined Loads Xtyi't Q11if, �jk 1015.24 65.374 1035 207 98 ke 32 be I'LL— "S fff I 3M, Location 0. 6'3-29132' 111/4' Dead rm 0. 18' Uniform 10 Design Checks -4 AR o ';,L 'p— ON, Max. Value 846.512 Allowable 1406.34 % of Allow. 60 bo 1015.24 65.374 1035 207 98 ke 32 be -0.2276 0,6325 35 It -0.2707 0.8433 32 V Location 0. 6'3-29132' 111/4' 6'3-29/32' 6'3-29/32' Reactions and Bearing n? g riC A p N 1.5 ""SA Lay A 846.512 127-25/32' 1.5 846.512 Self -weight of member is not included. Member has an actual/allowable ratio in span I of 99 V%. Design is governed by combined stress NDS 3.9-1 Governing load combination is Dead+Snow Condition I wlPattem Loads. Maximum hanger forces: 846.512 lb (Left) and 846.512 lb (Right). Program Version 8.2 12/17/2004 *7 Y �Lx —,� iilHm- i WIL Elm Solution: Envelope 4 Seasons Engineering Inc. Donna J Petersen EASTMAN -11 May 3 2011 at 3 17 PM IEND POLE.r2d Company 4 Seasons Engineering Inc. May 3, 2011 Designer Donna J Petersen 3 19 PM Job iAumber EASTMAN -11 Pole Checked By Member Primary Data Label I Joint J Joint Rotate(d ... Section/Shape Twe Desion... Material Desion Rul Mi N2 i Ni 6X6FS Beam lRectan. 1. POST6X6#2 I Typical . . ..... ;IR04tan-V �P08T.-BX6#2 Tubical .Beam. 2 -6X I' ::2 M2N WFS,.- Envelope Member Section Forces Envelope Wood Code Checks Member ShaDe Code Ch... Loc[M Ic Shear Ch... Locrftl le Fc!losil RIDSH Wfosil Fv'fosil Ean . M 1 6X6FS 1 .499 10 .306 1 10 2 1594.3941 560 840 1 112 1 3.9-3 -2� '1 -19-3 ,594-454`,'1!- 560 �1 84.0`.. 1:' -'111, 38&. 2 �� 090,,., 1, , 0 2, t 1' 2 1,1 IN21 8X,61FS:'I. � RISA -213 Version 7 0 0 6 [C \My Documents\MY FOLDERS\RISA PROJECTS\END POLE.r2d] Page 9 Member Sec Axial[lbl Ic Shearfibl- Ic Moment[lb-ftl 1 M1 max 2.598 I l 1 766.273 2 96,8.309 :2 .1 min 3 2 max 1 2391 289273 2 0 4 i " '�4'� min , ','g9j, '0 614:871 5 3 max 2184 0 0 min' 6 a,4 -1,87327 2, 7,126' 461 7 4 I max 1977 1 0 1 511.555 '9 471' -4647.27 .0, 5 max 1770 1 468.787 2 -101 :1 .....:mina:.; ,270 V, 2 11 M2 2598 1 0 0 12 2, -2 '077 .1!, 13' 2 2598 0 242.077 Min I f09 Z -�2 ... 42`;'-077 4 15 3 max 2598 01 484.154 1'.16 11--m ` —in 1 1098 -- :2 -242.077"., 2 0, 1 17 4 max 2598 1 0 1 712r6.232 .1 min '71 1:098 z, J. '-242.071: :2 7 '968.309 19 5 max 2598 1 1 1 0 -2 V 242, 077: Envelope Wood Code Checks Member ShaDe Code Ch... Loc[M Ic Shear Ch... Locrftl le Fc!losil RIDSH Wfosil Fv'fosil Ean . M 1 6X6FS 1 .499 10 .306 1 10 2 1594.3941 560 840 1 112 1 3.9-3 -2� '1 -19-3 ,594-454`,'1!- 560 �1 84.0`.. 1:' -'111, 38&. 2 �� 090,,., 1, , 0 2, t 1' 2 1,1 IN21 8X,61FS:'I. � RISA -213 Version 7 0 0 6 [C \My Documents\MY FOLDERS\RISA PROJECTS\END POLE.r2d] Page 9 �Lx �°b Iia raiz 13 f � E I � c) A 1i7 A Solution: Envelope 4 Seasons Engineering Inc. Pole Bdg 24W 10H 10S EXPD Donna J Petersen May 3 2011 at 3 39 PM EASTMAN -11 I I POLEBDG 24W 10H 10S EXPD.r2d Company 4 Seasons Engineering Inc. Designer Donna J Petersen Job Number EASTMAN -11 Pole Bdg24W 101-1 10S EXPD, Member Primary Data May 3, 2011 3 40 PM Checked By - RISA -2D Version 7 0.0 6 [CA. \. \. \. \RISA PROJECTS\POLEBDG 24W 10H 10S EXPD r2d] Page 11 Label I Joint J Joint Rotate(d.., Section/Shape T-vj)e Desiqn.. Material Design Rul... Ml Nl N3 6X6FS Beam -IRectan..J HIF ill Typical 2`21: WA .!N1 'N4'A-,, :1 �',V61FS --1111- . earn,. . -JR6c ni.,,, Beam,... F� T �,:Ty -H o vicb u 3 1 M2 N 2 1 N8 6X6FS Beam Rectan. HF #1 Tvpical-I 1 4 "WX, ',.NZ. -j'6X6F, .-,Bear-ni 'H F T -A i6a. D 1 5 M3 N3 J-,NZA' N8 2 2X8 Beam ' lRectan. DF STIR SEL TVDical M4 :N11" 2z;,2X8, B earn: IR DF 42 T'Voi 611 1 7 M5 Nil N8 2-2X8 Beam jftctan... DF #2' Tvpical IM61 W: �11!W No�,, -1: 242X& I e�li -h: lRedtiO-, 1 . - - DF 42 :N 1. R 61� PC 9' M7 N9 I N5 2 2X6 Beam -IRectan. DF #2 Typical I 16 m i I.`2 , J Redtan- 1 11 M9' N6 NI -2X6 I BeamRectan. IR DF #2 Tvoical M1:0 t',,NlO L11 :ZV& _ t&b in...:, , DF #21- :TV oi' I- ca. 13 Mil N7 N10 2-2X6 Beam R:c1an DF #2 Typical "N 12 2'f24. 6' X 'A� 71.", , JR n:�4, �la QF #2:"� "T''i r. vpica 15 1 M15 N13 N15 2 2X6 I Beam Rectan.,j DF #2 TvDical Envelope Member Section Forces Member Sec Axiallfbl Ic Shearrlbl Ic Momentflb-ftl Ic Ml 1 max 4184.404 1 j 1654.682 2 1 4292.977 1 2 'min .421'.486' 2 461.,'08 3" 2 max 4015.654 1 1256.932 2 653.547 .824,' 2 4 min 1-52.738 .2, T �08 .1 . :A. 5 max 3846.904 59.182 2 113.877 1 I.-6 min� -81,988 Z .8 J, 46,08 401,578: 2*, 7 4 max 3557.058 1 68.679 1 171.698 l T 4, --,971t:5,15, 2,'- '�2q26:91-61 "": 9 5 max 3388.308 1 1 68.679 1 0 1,10 min 682.086,_ 4,',. -43%165 2,'' 0 11 MlA I 1 Tax 4184.40�4, 1: 29.131 1 116.525 2 1 m I h;, ,,421.4' "2 A'013.24*4!'-"� 2 2. 13 2 max 4193,154 1 29.131 1 87.394 11 I - .11 __h_ mi _ , . _ '..., 430:238:1. : -.21 - -4 :2 -4073. -24-- -32fo,`733, 2'' 15 3 max 4201.904 1 29.131 1 J, 58.263 1 1'... 6.1. " I I - . ". I � - 11 .- - - ..- - I "... I - ..... � m"in" 4-38,,q89:. - Ab7312-44 2°--' - ' '2 -4 -146;489 -':2 17 4 max 4210'.654 1 j 29.131 1 29.131 1 m min'. 447; * 7381, 2 07a 244 w 2,:7 1073:244... 1073.244 2 19 5 max 4219.404 1 29.131 1 0 1. 456.488 56. Z 1013$44....,1..1',..�!..' 21 M2 max 4184.404 1 1389.21 3967.129 2 I. �Z rhih :58&52, fli' 2 46r,' 23 2 max. 4015.654 I 1 1140.621 2 805.00 2 1-14, in 112 12 ,, 46 08 1, 11 253 max 3846.904 1 892.121 12 113.877 11 I 1& �min, 2 4 2' 27 4 max 3557,105P 1 -68.679 1 -171.6-8 i 28 min: 1578,246, 2 �.;;2829474 2 29 max 3388.308 l -68.679 1 0 '80, -1746:996- 2-1256:239'2- �; O:, 31 M2 max 4184.404 1 29. 131 1 116.52 59"' T. �3967.,TZ 33 2 j max 4193.154 1 29.131 1 -87.394 11 m 95. 1 2", 'T -Wf'78Z 2, :-2975:347 2 35 3 max 4201.904 1 29.131 1 -58.263 -..:lGi83-`565 1 11:36 min 604.02", .1 182-- 2 37 1 4 max 4210.654 1 J 29.131 2, RISA -2D Version 7 0.0 6 [CA. \. \. \. \RISA PROJECTS\POLEBDG 24W 10H 10S EXPD r2d] Page 11 Company 4 Seasons Engineering Inc. May 3, 2011 Designer Donna J Petersen 3 40 PM Job iAumber EASTMAN -11 Pole Bdg 24W 1 OH 10S EXPD Checked By* Envelope Member Section Forces (Continued) RISA -2D Version 7 0 0 6 (C \. \. \. \. \RISA PROJECTS\POLEBDG 24W 101-1 IOS EXPD r2d] Page 12 Member Sec Axialjlbl Ic $heejr�llZj le MorrkQnt[1b-ffl Ic 1: : 8,. 3 .782- 1 39 5 max 4219.404,, -29131 0 1 40: 6111h 2 41 max - 884.2 325.973 2 01 I .42 m n '!�-111 00.1 4, 0, 43 2 maxi' -936.818 1 49.522 2 65.659 2 1 4- min 11 '584 22' -.505 45 3 max 1 384.131 2 1 2.843 2 46''] min':' 4,'J '26"' '89i, �6 �'2 Z.- 27- 4, ['47 4 max 2497.154 2 31.721 2 171. .2 1 48, ,min:. -9 W, 36 8 1--A ;22.505, -983: 4' 149 5 max 2107.251 2 38Z899 2 1i 1:50, ininr!'," 446:688 4� .364 1 51 M4 1 1 max 2404.919 2 85.64 2 0 1 '53 2 max 2374.633 2 -5.219 2 101.661 1 I:°54:::°. W- - min, 2, 28, 7, -2, 55 max 2344.347 2' 101.147 84 1 561 ;896,92�5: T 41'i'04-141 .-T t, 007 Z 1 57 4 max 934.735 4 13.282 E 1 1 101.661 58'.' min:..! 44..,989-'- 2: 1, 5 -27.1' 8: 59 5 max 904.448 4 -77.578 1 0 m in -14.7 1. 78 5`64 2, 61 M5 1 max 836.356 1 77.578 10 -'62 m , � min,,... - . 63 2 I max 866,6431 1 .1 36.012 2- 309.46 2 L 64,' 'mi A4' .4048.5 : 1. - '2".,' -iJ: 16 802" �4::.:.:::=1'01.66:1; ' 65 3 max 896.929 1 1 1 201.373 3 99.9391 1 4 1-66' mihi..' . �';"36811 I J11:557,. -,�,-303.755-.. L�-227'7.' 2".. 1 67 4 max 922.367 1 15.802 4 309.46 2 6a, rih! 3651.271 1 36.012, 1- 'T. -101.661 69 5 max 952.6534 1 231.731 2 0 70 n '*-r'3-6'20"9' 8i � 2 I .7 T578 1 O' 71 M6 1 max 149.394 1 4,01 1 0 72. -2, -4. .01 0- 73 2 max 147,389 1 2.005 1 2,127 i..74`: -1., 00 5 -2 ,2,127 1 75 3 max 145.384 1 0 176: ".."1'694.7' 2 to 2"836- 77 max, 143.379 1 2.127 78 - m in" ',11696106, 2 4,005' 79 5 1 max 141.374 1 -4.01 10 � 8 711; 2- 4, 81 M7 1 max 1216.124 12 j 6.016 3 0 K V', rnh, 1:93.183 1: 16;.M16, A.'-'.- O ;. 83 2 max 1218.129 2 1 3.008 -4.067 2 '3: min ' i '� A95 288;� 1.;008,. 74'i06T 85 .1 max 1220'. 134 0 -5.422 2 z'6 min 497:293 1 874 1 max 1222.139 2 -3.008 3 -4.067 2 9 199'299 " 9 1 2. F, -4:067" A" 89 5 max 1224.144 2 -6.016 3 0 1 1, �96 � 11 .1 -1. 1 1, lr,�' :mine. �"-;201�. -610.16; 1 91 M8 max -218.03 1 6.0 16 2 0 11 1=92..:' m1n;," 93 1 2 max -222.041 1 3.008 -5,64 4 1 :04- min- m807.996 3�006� A "5 - -64,,'--' -T,,'2; RISA -2D Version 7 0 0 6 (C \. \. \. \. \RISA PROJECTS\POLEBDG 24W 101-1 IOS EXPD r2d] Page 12 Company 4 Seasons Engineering Inc. Designer Donna J Petersen Job Number EASTMAN -11 Pole Bdg 24W 1 OH 10S, EXPD May 3, 2011 3 40 PM Checked By* Envelope Member Section Forces (Continued) Member Sec Axial[lbl Ic Shearflbl Ic Moment[lb-ftl Ic 95 max -226.051 1 1 1 0 1 1 7.52 4 _96'. 'ji " 1 'in 1 812�001' :2,' :0; !"'', 1 � 1 7:52!',, 2 97 4 max -230.061 1 3.00.8 2 -5.64 1`61 ' -2 8' *17 T ', 'a.-'068�": ' 1" " ` 4 I P, - 1 99 5 max j 234.072 1 -6.016 2 0 In- 682=28 2 -6,016.-, 4 1101 M9 1 max 1092.535 2 i -6.016 2 0 102 =n 2118 1 103 2 max 1088.! -3.008 2 5.64 3 104", min, 222,�.`044! 1 105 3 1 max 1084.511 2 I 0 1 7.52 �3 1� 10,_ 152 2. 106 07 4 t: max 1080.503 3,008 2 5Z4 3 0 min, -no", 061 4008_ S." 5.64 2 1,109 5 max 1076.493 2 6.016 2 0 =234:07x2>,..: '193.283 6 16 Mi 0 max 1 2' 0 1 1;112::, • m 761.445- ,.v� 6016 , r I 113 2 max 1 195.288 1 -3.008 2 4.067 11141!_ ' .1 min;.. 1 175944'�' 1008, r 4,067 .21 115 3 max 197.293 min` in' .47577.436_,:; 2 _0 5.422, (117 4 max 199.299 1 3.008 12 4.067 8 T--, 1,7766,42 91, 2 -_3 k-.06& T 4.687, 119 5 max 201.304 1 6.016 2 0 1 j ;J� inih 11753.4241 2 If 121 Mil 1 Ymax 1780.12 2- -4.01 .r 140'3g4- .01 J 123 2 1 max 1778.115 2.005 2.127 1 14 124 mih_�: 14,738� �ZO05 2:127;..'. 1125" 3 max- 1776'. 109 -1 2 0 2.836 .. min '14`5�384 2.836:1.. 127 4 max .1 1774.104 1 9 2.005 1 2.1271- 1 143', 7g-:,11111_ 3 .005,` 2:1.27. 129" max I 1772.0992 4.01 1 0 130. .5 1.411'3741, ', I .. . .0 131 M14 1 max 165.306 1 60160 133k 2 max 162.298 1 3.008 1 -4.785 11 1 m n-, -2020`828i 3., .4 785 135 3 1 max 159.29 1 0 76.381 11 mi '202 1836 2z' ' -;6� .381 1137 4 max 156.282 1 -3.008 1 -4.785 11 DOB". 4.7 8 5 139 5 1 max 153.275 1 -6'.016 1 0 1140; mih.":� 202 , I -985 2- ol-6, 011 11 1141 M15 1 1 max 2336.544 2 -6.016 1 0 ' I 2,: 1:14, _ " " , I. , _:_ �, , , _.,min 1,65r306 1 0 1011. 143 1 2 max 2333.536 2 -3.008 1 4.785 1`144:! ' i in �L, '. ' , I . 16Z'1,08 ',: 'J'1:, f '' �Ooa . .3. �85r,-' 47 1145 3max 2330.528 2 0 1 6.381 `61 1, -146 m , I "r -1 11 .1 �:t, ruin_,. i in,_,t , - I .. , .1'59 .,"29. - 1s.:.., , . . 17. 147 4 max 2327.52 2 3.008 1 4.785 'A min: 1 � in :28Z, 166. IW8 T','� 4,185 149 5 max 2324.512 1 2 6.016 1 0 11 I 150 min "OtIk" l;53,.2757.J:. 1 T.LT., 16 RISA -21) Version 7 0 0 6 [CA. XRISA PROJECTS\POLEBDG 24W 10H 10S EXPI) r2d] Page 13 Company 4 Seasons Engineering Inc. Designer Donna J Petersen Job iAumber EASTMAN 11 Pole Bdg 24W 10H 10S EXPD Envelope Wood Code Checks May 3, 2011 3 40 PM Checked By. Fv'[Dsil Member Shaoe Code Ch... Locfftl Ic Shear Ch... Loc(ffl Ic FcUsil FtfDSil Fb'[DSil i M1 `5 1 . 2., .947 0 3,9-1 6116 0 2 1093.322] 1040 1520 152 UIA, �WFS,- :04' 1 3.6.3 .399 fx 0 2!' '1290`.-630"�1,1040, f 3 M2 6X6FS .877 4 0 2 .517 0 2 1093.3221 1040 1520 872� '0 869",, fo�, 39�1 1040' 5 M3 2 2X8 .207 3 2 .565 21 2 12767.327 1 1920 2880 M4"' I , 2� 2X8 '067 " -2, �'.;6`2� 5, 16.325 , 4' !!�5%49i -.11'0', ,.�,,1728% 7 M5 2'2X8 .236 9.882 2 1951491 1104 1728 I....:4:...1'952 "8- *,,:M&-,- 2 2X6 1'.532itl Z :004:. 0<"" -,'W 1 f9& 9 M7 I 2-2X6 .046 3.6061 2 1 .006 3.6061 4 1196 1872 2, r()44, ;'006, 1 5*, 4,, 1,038.66Z' 1 jig6� 1872"' - 11 M9 I 2,2X6,. .064 0 .006 O� 4 1038.662 1196 1872 121'::.- Wo" 1 2;, 2X6 '006 .3606 1 -4 1,6;1:7:619.1196" 'f872'; 13 M11 2 2X6 2 0 1 4 1952.097 1196 1 1 -*4,: i- 'MW, : 1, 5" io - 2,; 295 4,1, 1: '2' .2 7,004 - W6 1119 & 872, 15 M15 2 2X6 ., 107 0 .006 1 0 1 4 1329.1511 1196 1872 Fv'[Dsil Eon 112 3.9-3 111 194, 112 3. ()-,3 1 1 12-1 . 3`9r3-! 152 3.9-1 `5 1 . 2., 3'' 6 , -.j:, -3 152 3,9-1 152 3.6.3 1,52. 3:9=1. 152 3.6.3 .15Z 1! �B ' 9�jr 1 3.6.3 1152 162-]'., 3.9-1 -1 152 1 3.6.3 1 RISA -2D Version 7 0 0 6 [C-\. \. \. \. \RISA PROJECTS\POLEBDG 24W 1 OH 10S EXPD r2d] Page 14 J POST PER PLAN >� 4" conc. slab Backfill with conc. 48" � Native soil undisturbed R"— Conc. punch pad Overturning of footing calculated by IBC2009 Equation 18-3 d = 4.25 Ph/S3b or Ph = d2S3b/4.25 Ph = bending moment at column S3 = d(150)(2)l 1/3 = 1,600 for 4'-0" deep footing Pa = 2600# Ma = 968 ft -lbs PT 6X6 HF#2 14X24X48, End wall & Corner Post Pb =4220# Mb = 4293 ft -lbs PT 6X6 HF#1 14X24X48, Truss Post RECTANGLE IDEPTH MOMENT IBEARING INCHESI INCHES FT -LBS LBS 14 24 48 13947 5600 V44,b, , A oFVORTgN ELECTRICAL INSPECTION C WIRING REPORT c�`'eWpRKS & 417-4735 DATE PERMIT # OWNER/CONTRACT�jO�R` bLJy 7 ADDRESS f .�/ 1 CA €>y O L- i V,� 9 -- APPROVED CORRECTIONS NEEDED• ➢�� t=ov- DITCH ROUGH IN/COVER SERVICE FINAL INSPEC v NOT APPROVED 0 1 AL Gori ©ucT,710S ;��• NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS, INC. (360),452-1381 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number 10 00000599 Date 6/10/10 Application pin number 951747 Property Address 1309 CAROLINE ST ASSESSOR PARCEL NUMBER 06 30 00 7 8 0325 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc 200 amp service Owner Contractor EASTMAN ROBERT W/RUTH J OWNER I INSPECTOR. DITCH PO BOX 2486 SERVICE PORT ANGELES WA 98362 ROUGH IN Permit ELECTRICAL ALTER RESIDENTIAL COMMENTS Additional desc Signature of owner or Electrical Contractor X Permit pin number 167494 Permit Fee 119 90 Plan Check Fee 00 Issue Date 6/10/10 Valuation 0 Expiration Date 12/07/10 Qty Unit Charge Per Extension 1 00 119 9000 ECH EL 0 200 SRV FEEDER 119 90 Fee summary Charged Paid Credited Due Permit Fee Total 119 90 119 90 00 00 Plan Check Total 00 00 00 00 Grand Total 119 90 119 90 00 00 INSPECTION TYPE DATE RESULTS I INSPECTOR. DITCH SERVICE ROUGH IN FINAL �7/7//O COMMENTS Signature of owner or Electrical Contractor X Date •r l� O CITY OF PORT ANGELES PERMIT APPLICATION E 4 L9 � V E a Building Division/Electrical Inspections I. 10 2009 321 East Fifth Street - P O Box 1150 / Port Angeles Washington, 48362 Ph (360) 417-4735 Fax. (360) 417-4711 ELECTRICAL INSPECTIONS Date. e5 /cD-/O _.ie'l & 2 Single Family Dwelling _ Multi -Family or Commercial* _ Commercial Addition / Alteration / Remodel / Repair* * Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: / 3Qq e_Ag Dl,� S T Building Square Footage: Description of above ------ Z(C) AMS L0E__ G4 A )4 (, (L OwnerIn ormation Contractor Information Name: 7MM P,-11 Name: Mailing ddress: �n9 C`iFro/itis ST do Mailing Address: City A State: A? Zip: 9R3 6z City- State: Zip: Phone: ��f7> -S/%t? Fax: Phone: Fax: License # / Exp. License # / Exp. Item Unit Charqe QtV Total (Qty Multiplied by Unit Charge) Service/Feeder 200 Amp. $119.90 / $ //7 Service/Feeder 201-400 Amp. $145.50 $ Service/Feeder 401-600 Amp $ 204.60 $ Service/Feeder 601 1000 Amp. $ 262.20 $ Service/Feeder over 1000 Amp. $ 372.50 $ Branch Circuit W/ Service Feeder $ 2.60 $ Branch Circuit W/O Service Feeder $ 73.50 $ Each Additional Branch Circuit $ 2.60 $ Temp Service/ Feeder 200 Amp. $ 92.70 $ Temp Service/Feeder 201-400 Amp. $110.30 $ Temp. Service/Feeder 401-600 Amp. $148.70 $ Temp. Service/Feeder 601 1000 Amp $ 167.90 $ Portal to Portal Hourly $ 95.90 $ Sign/Outline Lighting $ 88.20 $ Signal Circuit/ Limited Energy / First 1500 sf - Commercial $ 95.90 $ Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 & 2 Family Dwelling $ 63.90 $ Signal Circuit/ Limited Energy Multi -Family Dwelling $ 63.90 $ Manufactured Home Connection $119.90 $ Renewable Electrical Energy 5KVA System or Less $102.30 $ Thermostat $ 56.00 $ NEW CONSTRUCTION ONLY. First 1300 Square Ft. $110.30 $ Each Additional 500 Square Ft. or Portion of $ 35.20 $ Each Outbuilding or Detached Garage $ 73.50 $ Each Swimming Pool or Hot Tub $110.30 $ $ Total Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws, N E.0 RCW Chapter 19.28, WAC Chapter 296-46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14 05 050 regarding Electrical Permit Applications. Signature of owner electrical contractor or electrical administrator' ❑ Cash ❑ Check ❑ Credit Card # X Dated: C5 —A:5 — /� 01/0112010 oFpoRrg%� ELECTRICAL INSPECTION WIRING REPORT RK&S & 417-4735 � 0DAT PERMIT H INSPECTOR 3 /") I �6`7y2 ) ONIf•1ERYCONfRACTOR ADDRESS -!'-05 �ATLbLL f� APPROVED '1& -;4131a� CORRECTIONS NEEDED - DITCH ROUGH IN/COVER SERVICE FINAL NOT APPROVED o ca N moi- -70 -?o 9, GN A S S S1, 6 K f_ �cxb rZS Iro r— 0-,a LN .Kt4 b *'ICOIL' 49-i5i U NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS, INC..(360) 4.52-1381 Application Number 08 00000762 Date 6/30/08 Application pin number 769762 Property Address 1309 CAROLINE ST ASSESSOR PARCEL NUMBER 06 30 00 7 8 0325 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc Fire permit smoke and water damage Owner Contractor EASTMAN ROBERT W/RUTH J OLYMPIC WIRING INC PO BOX 2486 9601 PROVOST ROAD NW PORT ANGELES WA 98362 SILVERDALE WA 98383 (360) 692 0134 Permit ELECTRICAL ALTER RESIDENTIAL Additional desc PORTAL / PORTAL Permit pin number 128926 Permit Fee 69 00 Plan Check Fee 00 Issue Date 6/30/08 Valuation 0 Expiration Date 12/27/08 Qty Unit Charge Per Extension BASE FEE 69 00 Fee summary Charged Paid Credited Due Permit Fee Total 69 00 69 00 00 00 Plan Check Total 00 00 00 00 Grand Total 69 00 69 00 00 00 0 INSPECTION TYPE DITCH SERVICE OUCH - IN FINAL COMMENTS: DATE RESULTS ELECTRICAL INSPECTOR EYE JUN-27-2006 02 12P FROM OLYMPIC WIRING (360)692-3680 TO 13604174711 P e;. gy'``p ELECTRICAL WORK PERNUT APPLICATION \/Installation description Job wired by )(Electrical Contractor 0 Owner O Commercial Residential Electrical contractor name License number Dpte Expires IL!:f #v% 4N In h Ic W +y`; I �41.�� r 1 O New ❑ Altered/Addition r`1 Purchaser's aili g ddress R(� 1 pmjo_-sT NAA 1 4 &-+A k `1A5f,*C 3 City State ZIP S 11 u'criAarle- U-5 A. q $ A 2.. —�ln L VAO.M- Telephone number PAX number ,3k)- (o 92- 0/21 360 (01 Z__ Ago Promises owner's name Address of Inspection � city S t Agg Phone number to ached Inspection: F. CI Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years aJler this electrical permit 0 finalized. (2) Owner is required to hire an electrical JUN 3 0 2008 contractor if above said property is for .rale, rent or lease. ❑ Cash 0 Check # �I t After reading the above statement, I hereby certify that I am the owner or the above %Aefrjard A 1l k& named property or a licensed electrical contractor. I am making the electrical instal-, 0 Credit Card Discover dation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC. Chapter 296-46B, The City of Port Angeles Municipal Code, and Card # _ _ _ _-__ — _, T ` _ _ — _ _ _ — Utility Specifications. /Slgnatur f owner, electrical contractor or electrical administrator ExpirRhon Date of card ( Inspection ffeee,, \ �X C-� Date: /'�(o�Z�•!�g/\ \$ Electrical Load Ad Itlons and or subtractions Service Information NO LOAD CHANGES ❑ Baseboard _KW Voltage 0 Furnace „ KW O Overhead Service Phase 0 10 3 Q Heat Pump _ Ton _ LAR O Temp Service Service Size: Cl Fan-Wall , KW ❑ Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 iZOUGH-iN C THERMOSTAT SERVICE Uote Approved 0y Dnte Approved By Date Approved By FINAL� DLTCH ' ER �� Approved By Date Approved By Date Approved By Inspection Arca, Building or Equipment Inspected Action Taken Electrical Date Inspector ,v