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1709 W 5th St - Building
PREPARED 10/26/10 8 13 32 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/26/10 ADDRESS 1709 W STH ST SUBDIV TENANT NBR QI ZHU AND YU ZHEN LIANG CONTRACTOR HARMONY LAND INCORPORATED PHONE (360) 452 9696 OWNER QI ZHU AND YU ZHEN LIANG PHONE (360) 808 0036 PARCEL 06 30 00 0 1 4185 0000 APPL NUMBER 10 00000873 RES ACCESSORY BUILDING PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 9/14/10 JLL BLDG FOUNDATION FOOTING TIME 10 15 9/14/10 AP September 13 2010 4 12 23 PM 1pangrle ROD 908 5510 FOOTING PLEASE INSPECT BETWEEN 10 15 AM NOON September 14 2010 4 29 29 PM jlierly BL2 01 9/16/10 PB BLDG FOUNDATION STEM WALL TIME 09 00 9/16/10 AP September 15 2010 3 37 27 PM 1pangrle ROD 908 5510 FOUNDATION WALL MORNING September 16 2010 11 29 42 AM pbarthol BL3 01 10/26/10 JL�I BLDG FRAMING TIME O1 00 k October 25 2010 3 48 57 PM 1pangrle ROD 908 5510 FRAMING DETACHED CARPORT AFTERNOON BL99 01 10/26/10 J*jiBLDG FINAL TIME O1 00 {/�a/1`1 I October 25 2010 3 49 25 PM 1pangrle ROD 908 5510 FINAL DETACHED CARPORT AFTERNOON COMMENTS AND NOTES t PREPARED 9/16/10 8 09 31 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/16/10 ADDRESS 1709 W 5TH ST SUBDIV TENANT NBR QI ZHU AND YU ZHEN LIANG CONTRACTOR HARMONY LAND INCORPORATED PHONE (360) 452 9696 OWNER QI ZHU AND YU ZHEN LIANG PHONE (360) 808 0036 PARCEL 06 30 00 0 1 4185 0000 APPL NUMBER 10 00000873 RES ACCESSORY BUILDING PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 9/14/10 JLL BLDG FOUNDATION FOOTING TIME 10 15 9/14/10 AP September 13 2010 4 12 23 PM 1pangrle ROD 908 5510 FOOTING PLEASE INSPECT BETWEEN 10 15 AM NOON September 14 2010 4 29 29 PM jlierly BL2 01 9/16/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 -- }— September 15 2010 3 37 27 PM 1pangrle ROD 908 FOUNDATIONON WALL MORNING COMMENTS AND NOTES PREPARED 9/14/10 8 03 02 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/14/10 ADDRESS 1709 W 5TH ST SUBDIV TENANT NBR QI ZHU AND YU ZHEN LIANG CONTRACTOR HARMONY LAND INCORPORATED PHONE (360) 452 9696 OWNER QI ZHU AND YU ZHEN LIANG PHONE (360) 808 0036 PARCEL 06 30 00 0 1 4185 0000 APPL NUMBER 10 00000873 RES ACCESSORY BUILDING PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESUL RESULTS/COMMENTS BL1 01 9/14/10 J BLDG FOUNDATION FOOTING TIME 10 15 U/ September 13 2010 4 12 23 PM 1pangrle ROD 908 5510 FOOTING PLEASE INSPECT BETWEEN 10 15 AM NOON COMMENTS AND NOTES Ao SA-- o 1 �•�q, CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES,WA 98362 Application Number 10 00000873 Date 8/31/10 Application pin number 093142 Property Address 1709 W 5TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER 06 30 00 0 1 4185 0000 Tenant nbr name QI ZHU AND YU ZHEN LIANG on your state excise tax form Application type description RES ACCESSORY BUILDING Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 5280 Application desc 440 SF DETACHED CARPORT Owner Contractor QI ZHU AND YU ZHEN LIANG HARMONY LAND INCORPORATED 1709 W 5TH ST 133 MARIAH WINDS WAY PORT ANGELES WA 98363 PORT ANGELES WA 98362 (360) 808 0036 (360) 452 9696 Structure Information 000 000 440 SF DETACHED CARPORT Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc 440 SF DETACHED CARPORT Permit pin number 171587 Permit Fee 151 75 Plan Check Fee 98 64 Issue Date 8/31/10 Valuation 5280 Expiration Date 2/27/11 Qty Unit Charge Per Extension BASE FEE 95 75 4 00 14 0000 THOU BL-2001 25K (14 PER K) 56 00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments August 26 2010 5 38 58 PM sroberds The proposal required a minor deviation of 3W lot coverage for total of 33W Application for minor deviation approved / Setbacks and lot coverage are otherwise ok No land use issues anticipated �lJ August 24 2010 3 19 13 PM Brian 417 4708 Proposed location provides acceptable clearance to service conductor The existing building sewer may be located at the same location of the proposed construction Any modification or damage to the existing building sewer will require other permits and inspections as necessary Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due 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 zp 9 Z-1v Date ZVme"" Sign re o ontra�orAuthorized Agent Signature of Owner(if owner is builder) T-Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL. Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES Footing/Slab 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 I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit % CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT BUILDING DIVISION �-- 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 10 00000873 Date 8/31/10 Application pin number 093142 REPORT SALES TAX Permit Fee Total 151 75 151 75 00 00 Plan Check Total 98 64 98 64 00 00 on your state excise tax form Other Fee Total 4 50 4 50 00 00 to the Cif of Port Angeles Grand Total 254 89 254 89 00 00 Y g (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 C> BUILDING PERMIT INSPECTION RECORD oP — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 vv Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION. Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs) PLUMBING Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL. Walls Ceiling FRAMING 2) 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 FINAL Date Accepted b MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By 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 �i i P[)0R.T' hGILES Imo= WASHINGTON, USA V_ _ COMMUNITY& ECONOMIC DEVELOPMENT DEPARTMENT Date August 31, 2010 From. Sue Roberds, Planning Manager Subject: Minor Deviation— 1709 West 5th Street Liam A minor deviation of the maximum 30% lot coverage in the RS-7 Residential Single Family Residential zone is hereby approved to 33% (2311 sq.ft.) This action is supported by the following findings and conclusions Findings. J 1 Per Section 17 94 180 of the Port Angeles Municipal Code, a minor deviation from O development standards may be approved by the Director of Community and Economic Development under certain circumstances. Minor Deviations of the Port Angeles Municipal Code require that findings be made such that: 1 The granting of the minor deviation is consistent with the purpose of the zone in which the property is located and the project is otherwise consistent with the requirements of said zone. 2. Because of special circumstance, the strict application of the zoning ordinance results in an undue hardship upon the applicant. 101 3 The minor deviation will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity and zone in which the subject property is located, and 4 The minor deviation is not greater than 10% of the requirement being deviated from. 5 The site has been posted and adjacent property owners notified fifteen (15) days prior to approval of the minor deviation. Minor deviations not granted administratively must obtain a variance through the City's normal variance procedure as set forth in Chapter 2.52 PAMC Minor deviations may only be administratively approved up to a 10% deviation. 2. On August 18, 2010, Jeff Liang, on behalf of his parent QiZhu Liang, owner of 1709 West 5t' Street, requested a minor deviation of the maximum lot coverage in the RS-7 Residential Single Family zone to allow a 440 sq.ft. carport to be constructed on said property h Liang Minor Deviation—10-02 August3l 2010 3 Site development contains a large single family residence without a garage or carport. A shed will be removed to allow for construction of an approximately 440 sq.ft. carport at the rear of the site A garage/carport is considered a normal accessory use in the RS-7 zone. The current property owners did not construct the residence but wish to provide a carport to protect their investment in a family vehicle 4 Neighborhood development is single family residential with all homes with the exception of the subject home within the block containing either attached or detached garage and other accessory structures. The subject structure does not include area that was previously a garage and later enclosed. The development did not include the amenity at development or since. 5 Property owner QiZhu Liang personally notified property owners immediately adjacent to the subject address of the proposed minor deviation. Written confirmation was submitted indicating that three of the four abutting property owners notified had no issue with the proposal. One of the abutting residences is owned by an absentee property owner and is vacant. A letter was sent to the property owner of record with no response. Conclusions. 1 The minor deviation is consistent with the purpose of the zone in which the property is located and permits a small carport which is an expected use right for single family development. A carport not only protects a vehicle investment but is in the public interest as it provides a location for off street storage of a personal vehicle. 2. Adjacent neighbors were notified per Section 17.94 180 PAMC and did not object to the proposed increase in lot coverage. Neighborhood development will not be negatively impacted by the proposal. The carport use is not an unusual use nor is it a special privilege for the RS-7 zone or subject neighborhood. -- 4 ' "4— Sue Roberds, Planning"Manager Department of Community Development cc Building Department files e QiZhu Liang 1709 west 5d'st. Port Angeles,WA 98363 To City of Port Angeles, This letter is to confirm that the existing shred in our backyard will be removed upon completion of the carport,thank you. Sincerely 11(lik J kw(7) *, .� Qi Zhu Liang RECEIVED AUG 1 8 2010 CITY OF PORT ANGELES BUILDING DIVISION r RECEIVE ® I 11 AUG 18 2010 QiZhu Lung 1709 west 5"'St. CITY OF PORT ANGELES Port Angeles,WA 98363 BUILDING DIVISION Dear Neighbors, We are in the process of building a two cars carport in our backyard. We have planned it for a long time and saved money for it, and we have already selected a contractor to do the work. When we went to the city to apply for the permit,the city has unformed us that with the carport, our lot coverage is over by 211 sq. feet. We would like to increase the lot coverage by 211 sq. feet as long as our neighbors have no rejection to it. If you have no rejection,please print and sign your name at below,thank you so much for your tune. Sincereellyj �yil- Qi Zhu Liang Address Print Name Signature r 1716 17M W Ytn �.� a To Pl' /02-6 'Oklee). /I 7,oq W I F- 4&t Iq L4 NNW, 9:n_ Ac et-a 2, 11 ea ?e- .- -1, 4L 13 F 14 A ,id 4ekt61 7he 0' W es 'r ,ik Ile k ©0 1 v eO b c o tj.� ✓ o of / t� 1�t� sL . — i4l lerl ot 41 I rORr., BUILDING PERMIT APPLICATION Print in Ink r - CITY OF PORT ANGELES For City Use Only Attn Building Permit Technician Date Received 3- B-1,0 ti--� 321 E Fifth St. Port Angeles WA 98362 Permit# (360) 417-4815 fax (360)417-4711 Date Approved Applicant '�n $� Pho (ro) 90A JS In Property Owner Q Z Phone Property Owner's Address -7 6 Lj ' �4 Contractor 1-k Q_fin b&J S�j t P V, x z1,3(- Phone </'7 q Contractor's Address ! 3 ACL I License # Expires E-mail PROJECT ADDRESS �� Sr�► Parcel Number Lot Zoning - Proiect Type & Brief Description. Residential o Multi-family ❑ Commercial ❑ Industrial Check all that apply XNew Construction ❑ Addition Z©� ❑ Remodel -(-Ke, oweroveA M+nor bevtllai4o41 ❑ Repair bakA' _ _ m Sye_ 9,o6avAS ❑ Demolition (fax lot cov=k^w is ex 31,% ❑ 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 Existing(sq. ft.) Proposed(sq. ft.) Basement 16 @ $ per sq ft. _ $ 1" Floor 2nd Floor Aja 3rd Floor �- Garage Carport 444& 21-qa Covered Porch 212, Deck !y Shed Other C TOTAL VALUATION $ J ZSO N S� Total footprint of structures 233 J ) sq ft. T Lot size 5p�( tl �/p�sgft = Lot coverageMY YO Site Coverage = the amount of impervious surface on a parcel including structures, paved driveways sidewalks, atios 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 /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 ing on projects. Date 8- 13-10 Print Name 2a� 1��Z�Z,S Signatur i T Forms/Building Division/Building permit application A �nInW devil'K+^0h Ig f4er r�G w0.5 5u(orn ()"Q,S���U i NOTES 4 � Permit# d r O� A.�Zr�fi �Vlo- P a- vsSe� �e 6. of seiick T Fonns/Bujlding Division/Notes / 1714- ' 1710 .. 1717 1723 ® � .,� 1708 17n� i 1713 Shea ,s4o 170 1705 j ll 834 1712 r ` 1703 '1718 d 1635 1716 1712 418 1631 w 'v 1625' 1702 510 16 3 44 M-7 4L- 72• / t `,'``.moi r � S f ° sss 1725 ' r' "!Y 1714 f 1710 O 1717 s 1723 7 �f -1708 1702 /• 7� '1713: / �' 44 1640 o; .1709- .1720 !`/ y 17(33 `t l t '1718 e i835 /O 4d 1716 I / t 1712; j • \ 415 % lirA 1631- 1702 n f/3 RECEIVED AUG 18 2010 QiZhu Liang 11709 west 5h st. CITY OF PORT ANGELES part Angeles,WA 98363 BUILDING DIVISION Dear Neighbors, We are in the process of building a two cars carport in our backyard. We have planned it for a long time and saved money for it, and we have already selected a contractor to do the work. When we went to the city to apply for the permit,the city has informed us that with the carport,our lot coverage is over by 211 sq. feet. We would like to increase the lot coverage by 211 sq. feet as long as our neighbors have no rejection to it. If you have no refection,please print and sign your name at below,thank you so much for your time. Sincerely Qi Zhu Liang Address Print Name Signature 14. �'p J T t' l�G l�►� a hh n Yrt, i, 0,0' I A eles /"2.5-,4 P,o.heeh PA14,- i �y yj A wh inu a �a 6o- 321_ 71 .7 2 Lu lei 13 Ao ke 1-ty ol ow 0 1.,-S- _e_ LTL3— LL! � o _ .5 S' rC- 7 }��h fir. _�/_ter /�y A a 61-re- e- s=e- s e /Y1 Ali , 44 A 1 _ Ll V a c1/_a h r a n �.vI A_ I h-1 et_ /243_Z, .ss— � QiZhu Liang 1709 west 5th st. Port Angeles,WA 98363 To City of Port Angeles, Shed This letter is to confirm that the existing shred in our backyard will be removed upon completion of the carport,thank you. Sincerely Qi Zhu Liang RECEIVED AUG 18 2010 CITY OF PORT ANGELES BUILDING DIVISION Clallam County Assessor& Treasurer - Property Details - 56944 QI ZHU AND YU ZHE Page 1 of 6 Clallam County Assessor& Treasurer Property Search Results > 56944 QI ZHU AND YU ZHEN LIANG for Year 2010 - 2011 Property W Account Property ID- 56944 Legal Description. LOT 18 BL 141 Geographic ID- 0630000141850000 Agent Code. Type Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L Land Use Code 11 Open Space N DFL N Historic Property- N Remodel Property- N Multi-Family Redevelopment: N Township Section- Range Location Address: � 1709 W FIFTH ST Mapsco- Y PORT ANGELES WA Neighborhood: Cycle 5 Res Map ID- 3 N Neighborhood CD- 10955130 J Owner Name. QI ZHU AND YU ZHEN LIANG Owner ID- 37094 Mailing Address: 1709 W 5TH ST %Ownership- 100 0000000000% PORT ANGELES WA 98363 Exemptions. Taxes and Assessment Due Property Tax Information as of 08/18/2010 Amount Due if Paid on. . First Half Second Half Year Statement ID Taxing Jurisdiction Base Due Base Due Penalty Interest Base 2010 39962 ST SCH STATE SCHOOL $232.97 $232.97 $000 $000 $2; 2010 39962 CC-GEN COUNTY $12397 $123 99 $000 $000 $12 2010 39962 PORT PORT $1742 $174.3 $000 $0.00 $1 2010 39962 PORT ANG PORT ANGELES $28705 $28705 $000 $000 $2E 2010 39962 SD#121 SCHOOL DISTRICT#121 $301 76 $301 76 $000 $000 $3C 2010 39962 NTH OLY LIB NORTH OLYMPIC LIBRARY $3602 $3603 $000 $000 $: 2010 39962 HOSP#2 HOSPITAL#2 $5086 $5086 $000 $000 $: 2010 39962 WSMET PK DIST WILLIAM SHORE MET PARK DIST $16 18 $1619 $000 $000. $1 2010 39962 CITY STORMWATER CITY STORMWATER $3600 $3600 $000 $000 $: 2010 39962 WEED CONTROL WEED CONTROL $082 $081 $000 $000 9 2010 39962 TOTAL. $1103.05 $1103.09 $0.00 $0.00 $11C 2009 569442008 ST SCH STATE SCHOOL $26768 $26767 $000 $000 $5: 200_9 569442008 CC-GEN COUNTY $13547 $13546 $000 $000 $27 2009 569442008 PORT PORT $1919 $1919 $000 $000 $1, 12009 569442008 PORT ANG PORT ANGELES $29713 $297 14 $000 $000 $55 2009 569442008 SD#121 SCHOOL DISTRICT#121 $331 02 $331 03 $000 $000 $6E 2009 569442008 NTH OLY LIB NORTH OLYMPIC LIBRARY $3936 $3936 $000 $000 $7 2009 569442008 HOSP#2 HOSPITAL#2 $5556 $5555 $000 $000 $11 2009 569442008 CITY STORMWATER CITY STORMWATER $3600 $3600 $000 $000 $7 http.//vpn.clallam.net:8084/propertyaccess/Property.aspx?cid=0&year=2010&prop_id=56 8/18/2010 Structural Calculations For* 20' X 22' Car Port 1709 W 5th St. Port Angeles,WA 98363 RU'D PREPARED FOR: Qi Zhu and Yu Zhen Liang 1709 W 5th St. Port Angeles,WA 98363 for Rod Krebs (360)908-5510 KRIS-ACPaa.hotmail.com NTI JOB NUMBER KRER1001 06(30-00) **LIMITATIONS* NTI Engineering&Land Surveying has been retained in limited capacity for this project. Both Design and Calculations have been based on information provided by the client,who is solely responsible for the accuracy of said information.The Engineer assumes no responsibility or liability for any element of this project not specifically addressed in or by these calculations,totalling lit—sheets(including this cover), nor is any responsibility to be assigned to the Engineer Any alterations to the design of this project MUST be brought to the attention of the engineer for consideration as to the impact that they will have to the engineered design. Any and all deviations from the engineered design, not approved in writing by the engineer will make these calculations NULL and VOID The signature on the 'Original Set' of calculations will appear in Blue ink J` \NE R B F� of WA S q� y��c�l� 0 2 NT/ www.nti4u.com pF 44468 �O (37 �' CISTER NTI ENGINEERING& LAND SURVEYING FSS/ONAL EAG\ to 717 SOUTH PEABODY STREET PORT ANGELES,WA 98362 ❑ Engineers ❑ Land Surveyors ❑Geologists ❑ Construction Inspection ❑Materials Testing (360)452-8491 FAX 452-8498 E-Mail:nfo®n64u om C51 Lx i t .i, i I I G I i T/I v 9, ],�6 I w 1 i �X.I 0 -T-jp .1 A in q go lei; T CAN i ti f N A S4) ?Uhl! j Ib 2�> MECAWind Version 2 0 2 7 per ASCE 7-05 Developed by MECA Enterprises Inc Copyright 2010 www mecaenterprises com Date 8/4/2010 Project No Company Name Designed By Address Description City Customer Name State Proj Location File Location C \Program Files\MECAWind\Default wnd Detailed Wind Load Design(Method 2) per ASCE 7-05 Basic Wind Speed(V) = 100 00 mph Structure Type = Building Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1 00 Kd Directional Factor = 0 85 Alpha = 11 50 Zg = 700 00 ft At = 0 09 Bt = 1 07 Am = 0 11 Bm = 0 80 Cc = 0 15 1 = 650 00 ft Epsilon = 0 13 Zmin = 7 00 ft Slope of Roof = 4 12 Slope of Roof(Theta) = 18 43 Deg L Roof Hor Width = 22 00 ft D Roof Length along Ridge= 20 00 ft Ht Mean Roof Ht = 9 67 ft Type of Roof = Pitched Gust Factor Category I Rigid Structures - Simplified Method Gustl For Rigid Structures (Nat Freq >1 Hz) use 0 85 = 0 85 Gust Factor Category II Rigid Structures - Complete Analysis Zm 0 6*Ht = 7 00 ft lzm Cc* (33/Zm) ^0 167 = 0 19 Lzm 1* (Zm/33) ^Epsilon = 535 47 ft Q (1/ (1+0 63* ( (B+Ht) /Lzm) ^0 63) ) ^0 5 = 0 95 Gust2 0 925* ( (1+1 7*lzm*3 4*Q) / (1+1 7*3 4*lzm) ) = 0 90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0 85 Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0 Figure 6-18B Open Building-Pitched Roof of lv L CNL 11 h \4 4 �r 0 ` Gamma = 0 degrees, Clear Wind Flow Load Cnw Cnl Windward Wind Pres Leeward Wind Pres Case Psf Psf ------ ---------- ---------- ------------------- ------------------ A 1 100 -0 170 20 961 -3 239 B 0 010 -0 960 0 191 -18 293 Gamma = 180 degrees, Clear Wind Flow Load Cnw Cnl Windward Wind Pres Leeward Wind Pres Case Psf Psf ------ ---------- ---------- ------------------- ------------------ A 1 100 -0 170 20 961 -3 239 B 0 010 -0 960 0 191 -18 293 Notes 1) Cnw- Net Pressures (contributions from top and bottom surfaces for windward roof surfaces Notes 2) Cnl- Net Pressures (contributions from top and bottom surfaces) for leeward roof surfaces Gamma = 90 degrees, Clear Wind Flow Length Along Roof Angle Load Cn Wind Pressure Along Ridge Ridge of Roof (Theta) Case Psf Psf --------------- -------------- ---- --------- ------------------------- <=9 7 Theta<=45 deg A -0 80 -15 244 B 0 80 15 244 >9 7&<=2*9 7 Theta<=45 deg A -0 60 -11 433 B 0 50 9 528 >2*9 67 Theta<=45 deg A -0 30 -5 717 B 0 30 5 717 Notes 1) Cn- Net Pressures (contributions from top and bottom surfaces) Notes 2) Plus and minus signs signify pressures acting towards and away from the top roof surface respectively F-6 ! 05 3 G '4SCC x-05 T?A le. it v-1 0 Fv .4scE vs iaUv 1I y_,. /-�SCe7 v5 sM� : Fv'St7 ) 1 1.7 : 0 '7�y Asc' ^os (0.7- 1 = b LIE RscE 2-vs -Vj 1� -I F, ! D Fo�S��.�Le = = 1 --STY I yrs q Ski S = D 373b go (� W \/6,,,® = 99,5e 1f /c)/� y93# Ve e/w S e, 0,3131-O (1-', S 5p 1F' `i9-) 3' yg� 3 jam, a� G P �f G0A,-)eIr r��a�w� a 9 S OO T 3-0 R OO 7DATE. �— Uj — 1-0 NTI Engineering & Surveying DESIGNED BY- Northwestern Territories, Inc. PROJECT r 't Engineers■ Land Surveyors■Geologists■Materials Testing 1, FOR: NTI p 1 1— 717 SOUTHPEABODY■PORT ANGELES, WASHINGTON 98362■(360)452.8491 SHT OF www.nti4u.com info@nti4u.com co kA""n &)e,(o bF*1 Card P` 13 qY`-- I =.30 15.cn2 X625 PS jeX75 I = Lt% yPS, , / + j I Al Fb = �9a0.�s c = i 0_)o rsc. C 47W �E = 0 F 1,(a ou,000) _ 931 ,vbs S4c- 3 7 q3i619 11-140 D (0,r) II.I40�1SL 0.91' = ) 3�3 PSS [ G ) A/DS FeJ F ' I- flF�� bl � J Cy4 t4 z ( -705 - 13=3 + 1 R + (2. 9r9 7a _ C9, 9a 0 L't-V F 601L4 s Y s (90 T R DATE. NTI Engineering & Surveying N z DESIGNED BY Northwestern Territories, Inc. PROJECT r Engineers■ Land Surveyors Geologists■Materials Testing FOR: k ��' 717 SOUTH PEABODY■PORT ANGELES,WASHINGTON 98362■(360)452.8491 r SHT: S OF www.nt!4u.com info@nti4u.com M Roof Beam @ 11 Length by WPy,ha 5 1/2" x 9 1/2" 1.6E Solid Sawn Douglas Fir#1 @ 12" o/c TJ-BeanM 6.35 Serial Number User 8/4/2010 2:18:38 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof SlopeO112 Overall Dimension:22' ® 0 All dimensions are horizontal. Product Diagram is Conceptual. LOADS. Analysis is for a Joist Member Primary Load Group Snow(psf):25.0 Live at 115%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1 15) 250.0 120 0 0 To 22' Replaces SUPPORTS. Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50' 1.50' 1148/511 /0/1659 By Others Rim:Rim Board 1 Ply 1 1/4' x 9 1/2' 0.8E TJ-Strand Rim Boards 2 Stud wall 3.50' 2.14' 3372/1619/0/4991 By Others None 3 Stud wall 3.50' 1.50' 1148/511 /0/1659 By Others Rim: Rim Board 1 Ply 1 1/4' x 9 1/2' 0.8E TJ-Strand Rim Boards -See iLevel®Specifier's/Builder's Guide for detail(s). By Others Rim:Rim Board,By Others DESIGN CONTROLS. Maximum Design Control Result Location Shear(lbs) 2496 2149 6810 Passed(32%) Lt.end Span 2 under Snow loading Vertical Reaction(lbs) 4991 4991 8181 Passed(61%) Bearing 2 under Snow loading Moment(Ft-Lbs) 5386 -5386 12309 Passed(44%) Bearing 2 under Snow loading Live Load Defl(in) 0.068 0.360 Passed(U999+) MID Span 2 under Snow ALTERNATE span loading Total Load Defl(in) 0 092 0.540 Passed(U999+) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:STAN DARD(LL.U360,TL.U240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 22'o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member Lap joints,splices and finger joints significantly reduce member performance and have not been considered. The load conditions considered in this design analysis include alternate member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION. OPERATOR INFORMATION. Qi Zhu and Yu Zhen Liang Catherine Bailey Car Port NTI Engineering&Land Surveying 717 S. Peabody Port Angeles,WA 98362 Phone (360)452-8491 Fax (360)452-8498 catherine@nti4u.com Copyright m 2009 by iLevel®, Federal Way WA. of /0 ■ i Roof Beam @ 11 Length by Wey<ha 5 1/2" x 9 1/2" 1 6E Solid Sawn Douglas Fir#1 @ 12" o/c TJ-Beam®6.35 Serial Number User2 814/20102:18:38PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@ iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION. Qi Zhu and Yu Zhen Liang Catherine Bailey Car Port NTI Engineering&Land Surveying 717 S Peabody Port Angeles,WA 98362 Phone (360)452-8491 Fax (360)452-8498 catherine@nti4u.com Copyright 0 2009 by iLevel®, Federal Way WA. ■ Roof Beam @ 10'Length m®by W-yerho 5 1/2" x 9 1/2" 1 6E Solid Sawn Douglas Fir#1 @ 12" o/c TJ-Bea6.35 Serial Number User 2 8/4/20102:20:15 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof SlopeOM2 Overall Dimension:20' F__ 11 0 0 tr 90• a �0• 1 All dimensions are horizontal. Product Diagram is Conceptual. LOADS. Analysis is for a Joist Member Primary Load Group Snow(psf):25.0 Live at 115%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1 15) 275.0 132.0 0 To 20' Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50' 1.50' 1151 /512/0/1663 By Others Rim. Rim Board 1 Ply 1 1/4' x 9 1/2' 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50' 2.13' 3366/1616/0/4982 By Others None 3 Stud wall 3.50' 1.50' 1151 /512/0/1663 By Others Rim: Rim Board 1 Ply 1 1/4' x 9 1/2' 0.8E TJ-Strand Rim Board® -See iLevel®Specifier's/Builder's Guide for detail(s):By Others Rim:Rim Board,By Others DESIGN CONTROLS. Maximum Design Control Result Location Shear(Ibs) 2491 2109 6810 Passed(31%) Lt.end Span 2 under Snow loading Vertical Reaction(Ibs) 4982 4982 8181 Passed(61%) Bearing 2 under Snow loading Moment(Ft-Lbs) -4878 -4878 12309 Passed(40%) Bearing 2 under Snow loading Live Load Defl(in) 0.050 0.326 Passed(U999+) MID Span 1 under Snow ALTERNATE span loading Total Load Defl(in) 0.068 0 490 Passed(U999+) MID Span 2 under Snow ALTERNATE span loading -Deflection Criteria:STAN DARD(LL:U360,TL.U240) -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 20'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member Lap joints,splices and finger joints significantly reduce member performance and have not been considered. The load conditions considered in this design analysis include alternate member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: Qi Zhu and Yu Zhen Liang Catherine Bailey Car Port NTI Engineering&Land Surveying 717 S. Peabody Port Angeles,WA 98362 Phone (360)452-8491 Fax (360)452-8498 catherine@nti4u.com Copyright O 2009 by iLevel@, Federal Way WA. G \Gen\Catherine\2010 Jobs\KRER1001 Car Port\Calculations\Roof Beam 11 Span ss �' /,F 10 ■ Roof Beam @ 10'Length by Wey-�ha 5 1/2" x 9 1/2" 1 6E Solid Sawn Douglas Fir#1 @ 12" o/c TJ-Bearnt 6.35 Serial Number User 8/4/2010 2:20:15 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@ iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION. OPERATOR INFORMATION: Qi Zhu and Yu Zhen Liang Catherine Bailey Car Port NTI Engineering&Land Surveying 717 S. Peabody Port Angeles,WA 98362 Phone (360)452-8491 Fax (360)452-8498 catherine@nti4u.com Copyright © 2009 by iLevell�, Federal Way WA. G \Gen\Cathe ine\2010 Jobs\KRER1001 Ca Port\Calculations\Roof Beam 11 Span sms 9 0F )D ('or,0eC-,;vim. r� 12,�s,a 13 C� DS t3a s.� C- AINe'4 - on 4q-t.- 1 LtS C- S i j so, LCE q ('or-,e, C,0�,�AwvYS usE S• m,pso,� Qc (o c c�l� r1s h�x-�- 4-� "r-tw r 6.v I k„ins Q j X 3 ' x 1�ft F70o4-rv� �y = L-I Ll oo# 170 r S 00 T o R 0(o DATE. NTI Engineering & Surveying z DESIGNED BY W Northwestern Territories, Inc. N PROJECT Engineers■ Land Surveyors-Geologists■Materials Testing 00 NTI FOR: Ro 717 SOUTH PEABODY■PORT ANGELES,WASHINGTON 98362■(360) 452-8491 F SHT: OF www.nt!4u.com info@nti4u.com -CITY OF PORT ANGELES FrvEE'REGE uMeea DEPARTMENT OF LIGHT �— A PERMIT UMBER APPLICATION ANDELECTRICALPERMIT TOTAL FEE t •CONT.LIC.NO. I TIMETOCOMPLETE NO.STORIES LEGALOCCUPANCY ELECTRICAL PERMIT ONLY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT Site Address /70.9 141 b' CORRECT ADDRESS IS RESPONSIBILITY OF APPLICANT PERMITS WITH WRONG ADDRESSES ARE CANCELLED Owner —LA4r S mstanation By Owner's Address - /�/D `J' .ly S Installers Address Day Phone qs7 Installers Phone IY2 -9A23 Application is hereby made for Permit to install Electrical Equipment as follows: - 5 __--- Wiring Method NUMBER AMP 120V .- 240V NUMBER AMP 120V 240V USE OF CIRCUIT -PER - 100R FEE USEOFCIRCUIT PER 1COP FEE CIRCUITS CIR 1 0 30 CIRCUITS CIR 10 30 LIGHT SIGN LIGHT -' - - 50 VOLTS - - OR LESS CONVENIENCE �/ - MOTOR - CONVENIENCE - - MOTOR' APPLIANCE _ .ZD "� MOTOR - - DISHWASHER FIRE ALARMS DISPOSAL BURGLAR ALARM RANGE MISC. OVEN - WATER HEATER O LAUNDRY - - - DRYER - - REINSTALLATION LIGHT FIXTURE k FURNACE _ SUBTOTAL FEE GAS-OIL - - FURNACE ENERGYFEE ELECTRIC ELECTRIC HEAT I 0 ✓ BASIC FEE TOTALFEE ' b ELECTRIC HEAT _ SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER A.C.UNIT AMP PHASE FEEDER SIZE OF SERVICE ENTRANCE CONDUCTORS SERVICE - _ - A.W.G. SUB-TOTAL SIZE OF GROUND SIZE OF ENTRANCE SWITCH I certify that the work to be performed under this permit will be done by the installer and in Conformancewith the N.E.C. Electrical Code. Date Application made SEPZ0 17 ,19-9,4-- Bv� - CONTRACTOR OR OWNER(OR AUTHORIZED AGENT Permission is hereby given to.do the above described work,according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Port Angeles. .• . DIRECTOR OF CITY LIGHT - � � �Date Permit Issued By �—ROVED y�� PLARIS APP Notify Department of City Light by Street Address and Permit Number when ready for inspection.Work must not be covered or current turned on before inspection and O.K.for covering or service has been given by Inspector in Writing on Permit Placard. A. - Permits Phone:457-0411 Ext. 158. WARNING PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK — SEE OVER— WHITE.Original CANARY-Duplicate PINK-Triplicate WHITE CARD-Inspector's Report ,� OLYMPIC PRINTERS,I NC. REPORT OF INSPECTOR DATE OF VISIT MADEBY REMARKS r , n Z_ C7 Q Q S H Z_ W F 3 0 z 0 0 O.K.FOR COVERING O.K.TO CONNECT SERVICE FINAL O.K. CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT No 15398 Port Angeles, Washington----------1'-------- ------ -----------------------.• 19_ c 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- mission is hereby granted to do electrical work as listed below. Address / 0 !_ fi � ------------------------------- _- - Occupancy � t`"---------------_------------ Owner ------- y( C(�1 -------------- Tenant - - - Wiring Contractor---- c_cam a ------------- ,: ------------------- B ` 1 s Light Outlets...__.........._'--------._.-__.._--.. Service, volts ........:..........::...-_........... Type of Wiring:` ` �--� Receptacle Outlets...... No. wires .........S--------------------------- Armored Cable Non-Metallic --------------------------------- Dryer,KRj.........-------`--------------------. Size wires----=:----......._--------------- 1, ......--F1.---.....-.. Knob & Tube---------------------------------- Range,KW-----=-�-y--------'----------- Main fuse .....- C71 Rigid Conduit ---_---------------__....._- Water Heater: Enclosure ---------:-�'_......................... " r Metallic Tubing -------------- ........... fir_•+ Type of wiring: Raceway KW..--------------...-- ------------ /? - .. Entrance Cable ............................. Heat: RW-------��+? <iLY Circuits, Llght..._r.---_-...-----._. -------------------------------- ----------- Rigid Conduit ------------------------------ utility size, volts and Phase: Utility .-....�_-------------------------------- • Metallic Tubing .......................... --------or ^__!::: o. Heat ............................................... . y - ------------'.....-"'-..--- Current transformers: _eeU%. .---..-.. Range ..._.�..................................... ........................................................... No. & Size-------....._---------------_. Water Heater .`^'.!�........................ ........................................................_. Ser. No------------------------.-------------------- Motor ................................. Ser. No.....--.................------........._...... G -_. Dryer...... ....------------------------------------ ..................._-------------------------------------- Ser. No.--------------------------------------------- Furnace ........................................ __ Total Load............................. Ser. No.--------------------------------------------- Total -..�._.��..-......-..............-. A/L Remarks: ___________________ !12-_.. • t_ < - --- -------------------------------I------------------------------------------------------------------------------------------------------------------------------------------------ Permit Fee Tress. Receipt �� r $.________3s_2LJ---------------- No----------------------------- By __________ NOTICE Current must not be turned on until Certificate of Inspection has been issued. If work is to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ELECTRICAL PERMIT No 15398 d ✓r� r r lJ Date called for Inspection ___ rj...----_-----_.-I- ~ ............................._.......---..........__---.-._...-.----............................_.__---------------------I...........---_... - Preliminary insPection'd" tes--_t__ __-.-_`.n?.},4l:_ _:-_----_..._.....--_...........................-. ................. Inspection completed..._ -...__ `� .�"' ...._............I._..... ............................................................................................-........----------------....-"--___--.. TotalLoad ........................................................................................_.......---......_....---...--....._..-.-..----......--.._-..........--..-----------------__......._..._._ i' 1M 3-72 Olympic Printers, Inc.