Loading...
HomeMy WebLinkAboutPermit File 3001 R Avenue • G1 Y Off._ City of Anacortes Permit#: BLD-2002-8272 904 6th Street Issue date: 11/20/2002 `I••i� - P.O.Box 547 Expire date: 11/20/2003 9' 10 Anacortes, WA 98221-0547 ' / (360)293-1901 Job Address: 3001 RAVE 110 ANACORTES WA 98221 APN: Permit Type: Commercial Repair/Alter Permit Project: Remarks: Tenant improvements for physical therapy. Applicant: FRITZ GREGORY E Owner: FRITZ GREGORY E Address: 5809 ROSARIO WAY Address: 5809 ROSARIO WAY ANACORTES, WA 98221 ANACORTES WA 98221 Phone: Phone: Contractor: Addressr: Phone: License#: General Information: Fees: 1 Building Valuation 136000 Plan Review Fee 623.94 #of Air Conditioning Units 2 State Building Code Fee 4.50 # Forced Air Furnace <=1,000 2 Mechanical Permit Fees 118.80 #of Clothes Dryers 2 Plumbing Permit Fee 83.00 #of Ventilation Fans 4 Building Permit Fee 960.90 #of Gas Water Heaters 1 Total Calculated: 1,791.14 #of Gas Piping 1 Deposits/Receipts: 0.00 #of Water Closets 2 - #of Lavatories 2 " "2`' L., Total Due: 1,791.14 #of Kitchen Sinks 1 = t #of Clothes Washers 2 #of Backflow Devices 1 #of Plumbing Fixtures 1 _ . •• ," ° "° - - . - • _ -u.. . rrr rrr. t I THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. C / ^ Applicant Signal re Issued by PAGE 1 OF 1 'loject Informationc; PROJECT DESCRIPTION: Tenant improvements within the existing Woolworth/Meixner Building located at 30th Street and "R" Avenue for new physical therapy offices and treatment rooms. CODES: Uniform Building Code - 1997 UPC, UMC, NEC, UFC Elevations Washington State NRECNIAQ Washington State Accessibility Regulations City of Anacortes Zoning Ordinance CONSTRUCTION TYPE: Type V, Non-rated OCCUPANCY TYPE: Group B - Offices AREA SEPARATION WALLS One-hour fire resistive construction required between each (condominium) tenant space. OCCUPANCT LOAD Floor Load Occupant Area/Space Area Factor Load Exercise Area 1,430 50 29 Treatment Rooms 350 240 2 Offices 1,636 50 33 Total 3,416 -- 64 BUILDING AREA: 3,416 GSF (3,233 NSF) PARKING REQUIREMENTS: Original Requirement: Retail/Warehouse 3,200 SF @ 1/200-400 = 13 Spaces Current Requirement: Offices 3,233 SF @ 4/1000 = 13 spaces e CITY OF ANACORTES COMMUNITY DEVELOPMENT DEPARTMENT PERMIT CENTER — 904-6TH STREET CERTIFICATE OF OCCUPANCYC O R This is to certify that the occupancy listed hereon has been inspected and is hereby approved for use. 3001 R venue C0M98-0074 i Address of Buadin remises Building Permit No. Salvak n Army 101 Occupant Suits No. Business Registration No. 5-1HR A3, B, 82 Owner Type of Construction Type of Occupancy 4001 R Avenue industrial Address of Owner Zoning District Maximum Occupancy Load ist Floor 272, 2nd Floor 94 12,019 square feet Square Feet Statement of Restrictions li Inspection Apprival: issued B I /1 .� —le. f •_ //— s= f'8 R o-L t.4- ©.yL.�..,4_ y i I-s--9f? Pne lershal Date Budding Official Date THIS CERTIFICATE TO BE DISPLAYED IN PUBLIC AREA Revised 5-89 TO BE REMOVED ONLY BY,THE 81ADINO OFFICIAL COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM98-0074 P.O. BOX 547 APPLIED: 04/16/98 ANACORTES, WA 98221 ISSUED: 05/18/98 (206) 293-1901 EXPIRES : 05/18/99 SITE ADDRESS : 3001 R AVE Unit: 101 ASSESSOR' S PARCEL NO. : 4198-000-012-0000 PROJECT DESCRIPTION: Convert existing building to chapel, offices and food bank. - OWNER — CONTRACTOR — LENDER SALVATION ARMY TALBERT CONSTRUCTION 814 28TH STREET 1604 15TH STREET ANACORTES WA 98221 ANACORTES WA 98221 I 293-6680 293-6787 TALBEC146PH — FEES TYPE OF WORK •ADD AREA (sf) VALU...S: 409000 Code Amount---- By- Date---- Receipt TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- ESPL $ -100.01 MD 05/18/98 8426 CENSUS CATEGORY •999 1ST FLR • 8309 FRONT • 0 ft PMEC $ 97.50 MD 05/18/98 8426 ZONING 2ND FLR • 3710 SIDE(1)..: 0 ft PPLM $ 216.00 MD 05/18/98 8426 :INDUSTRIAL BASEMENT 0 SIDE(2)..: 0 ft STEC $ 4.50 MD 05/18/98 8426 OCCUPANCY GROUP GAR/CARPORT...: 0 REAR 0 ft PLCR $ 1118.65 MD 05/18/98 8426 :? :? :? •? OTHER 0 REQUIRED PARKING-- PRICK $ 1721.00 MD 05/18/98 8426 TYPE OF CONSTRUCTION TOTAL • 0 SEMR $ 5805.00 MD 05/18/98 8426 :? :? :? :? NUMBER OF UNITS • 0 ACCESSIBLE.: 0 IMPT $ 3460.00 MD 05/18/98 8426 OCCUPANT LOAD STORIES • 0 COMPACT • 0 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 1 COMML. INCIN •0 FURN < 100K BTU: 0 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 12322.64 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 0 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 0 VENT FANS • 7 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 2 WOODSTOVES • 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 1 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS • 2 WATER CLOSETS...: 5 WASHING MACHINES: 0 FLOOR DRAINS • 2 BATH TUBS • 0 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1 SHOWERS - 0 LAUNDRY TRAYS...: 0 HOSE BIBBS • 0 DISHWASHERS • 1 URINALS • 2 GREASE TRAPS • 0 LAVATORIES • 4 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 2 DRINKING FOUNT..: 11 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. P L[rAvs_Q bQCai1.T�J " �i!g.^�C.� l! ( ...-4-{L�-s ca'..- l S4Ivofti.r-.I /�r✓� Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 MEMORANDUM DATE: March 4, 1997 TO: Ian Munce, Planning Director FROM: Stephen E. Mansfield, City Attorney RE: Rezoning Determination for Salvation Army's Proposed Relocation In reviewing the industrial district permitted uses, offices are a permitted use. I also note that the majority of the building will be utilized for delivery of social services including the operation of a food bank. Further, I understand a portion of the building will be utilized as a church. Based on the fact that the proposed uses are certainly less intensive than what is permitted within the industrial zone and given the fact that the building was constructed for office use, and further, given the fact that at least a portion of the use of the building would be for the storage and delivery of canned goods and food, I concur in your assessment of the situation that the use is a permitted use within that zone. If you have any additional questions, please advise. �i Washington State Duane Berentson Department of Transportation Secretary of Transportation District 1 15325 S E 30th Place Bellevue, Washington 98007-6538 (206)562-4000 November 19, 1991 Ian S. Munce Director of Planning and Community Development P.O. Box 547 Anacortes, WA 98221 , SR 20 Spur M.P. 50.97 CS 2931 Determination of Nonsignificance Building Permit Ron Woolworth Dear Mr. Munce: Thank you for giving us the opportunity to review this document for a proposal to construct an exterior shell and site improvements for a 15,000 sq. ft. building for warehouse/office/retail/restaurant located at the intersection of 30th Street and "R" Avenue Southeast corner. The state recommends that a traffic study be prepared to analyze the state intersections that are impacted by ten or more of the project's expected generated peak hour trips and to determine what mitigation measures, if any, would be required. If you have any questions please contact Donald Hurter at 562-4274, SCAN 638-4274 or Dawn Hansen at 562-4269, SCAN 638-4269 of my Developer Services Section. Sincerely, Gerald R. Mahlum Acting Utilities/Developer Services Engineer DH:dh COR A r s ANACOATES PLANNING & COMMUNITY DEVELOPMENT DEPT. (INCLUDING BUILDING AND PERSONNEL DEPARTMENTS) P.O. BOX 549, RNACORTES,WA 98221 IRN MUNCE, DIRECTOR 7'ET< ' MEMORANDUM TO: Steve Mansfield, City Attorney -,� l FROM: Ian Munce, Planning Director SUBJECT: Mr. Ron Woolworth's Proposal for an Accessory Restaurant Use at 30th & R Ave. DATE: November 6, 1991 This memorandum is to follow-up on our meeting this morning. I would very much appreciate your opinion as to whether the accessory use proposed is permitted under the City Zoning Ordinance. IM:sk / MEMORANDUM To: Ian Munce, Planning Director From: Steve Mansfield, City Attorney g Date: November 6, 1991 Re: Location of Restaurant in Heavy Manufacturing Zone A review of the relevant provisions of the Anacortes Zoning Code relating to permitted uses within the heavy manufacturing zone indicates, in my opinion, that a restaurant use would be in conformance with the zoning code. The provisions relating to accessory uses within the heavy manufacturing zone allow a "cafeteria" and "restaurant" . This would seem to indicate that a facility which could serve all users of the urban renewal area in the form of a restuarant would be permitted and not just a cafeteria which generally would serve only the employees of the firm operating the cafeteria. In addition, the specific use of the term restaurant would indicate that such a facility is permitted since no limiting language is included. If you have any further questions, please advise. p,STATE 0,6 tk o i3 9 S 9�1689 a STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV-11 • Olympia, Washington 98504-8711 • (206) 459-6000 November 20, 1991 Ian Munce City of Anacortes P.O. Box 547 Anacortes, WA 98221 RE: Construct a 15,000 square foot warehouse/office/retail/restaurant proposed Ron Woolworth Dear Mr. Munce: Thank you for the opportunity to comment on the determination of nonsignificance for the above referenced project. We reviewed the environmental checklist and have the following comments. The Washington State Clean Air Act requires the use of all known, available, and reasonable means of controlling air pollution, including dust. Dust generated during construction activities can be controlled by wetting dust sources such as areas of exposed soils, washing truck wheels before they leave the site, and installing and maintaining gravel construction entrances. Construction vehicle track-out is also a major dust source. Any evidence of track-out can trigger violations and fines from Ecology or the local air agency. If you have any questions regarding the comments please contact Janet Thompson-Lee in our Northwest Regional Office at 649-7128. Sincerely, (' Patricia L. Crumley J Environmental Review Section PLC 6864 cc: Janet Thompson-Lee, NWRO 3 �,✓ rm c\ MEMORANDUM To: Ian unce From: %, Pemberton, Dir. of Engr. & Dev. Svcs . Re: •.lworth 30th & R Proposal Date: November 8 , 1991 Having quickly reviewed the Environmental Checklist on the above referenced project, I find that the document does not satisfactorily address surface water runoff in that Ordinance No. 2176 , entitled Storm Water Management/Quality and Quantity, is ignored. It would appear, from the site plan, that, for all practical purposes, the entire site will be covered with impervious surface. The threshhold for the ordinance provisions is 5 , 000 square feet of impervious surface. r 0 0 MARC L. ESTVOLD ARCHITECT, A.I.A 3110 Commercial Avenue, Suite 102-D Anacortes,WA 98221 Fax 1206) 293-4049 Phone (206) 293-5500 November 8 , 1991 Ian Munce Director Of Planning & Community Development 6 Th. & Q Ave. Anacortes Wa. 98221 Dear Ian, The site plan submitted for the Woolworth / Meixner building @ 30th & R ave. has not been designed with regards to storm water run off. I am currently in the process of selecting a civil Engineer for this project & once selected we will have the en- gineer do a design to bring us in to compliance with the city's storm water standards including detention & retention. Thank you for your attention to this matter. Respectfully Submitted, M rc L Estvold AIA CERTIFICATION OF POSTING 1 4_3E7 Ak \ Cd(z.I01,3u , certify that I posted at least one copies of DNS concerning the application submitted by Ron Woolworth , prominently on the subject property or in conspicuous public places within 300 feet thereof on the nl day of i .Ef).Yl\n aA , 19 & �. 1 / Signature Building Official Title Additional notices were posted at the Municipal Building and Post Office on the Library 7th day of November , 19 91 /R//A-a-[n.Pi ,; ss f1 Signature Communications Coordinator Title ANAC�JRTES AmicikicAN P.O. Box 39,Anacortes, WA 98221 Affidavit of Publication In the Superior Court of the State of Washington In and For Skagit County The Matter Of A1206 STATE OF WASHINGTON County of Skagit ss. The undersigned,being first duly sworn on oath deposes that he is principal clerk of the Anacortes American, a weekly newspaper. • That said newspaper has been approved as a t 11ti'r legal newspaper by the Superior Court of ti-1t ^;iv `Ar•I Skagit County and it is now and has been for Construction ot'exte for more than six months prior to the date of the shell and site iimprove- publication herinafter referred to,published in meptaiar.a 15,O90 sg5ara the English language continually as a weekly foot building'.Building'to constructed for where- newspaper in Skagit County, Washington, and house/office/retail/restau it is now Skagit County, Washington, and it is gg proponent• now and during all of said time was printed in g. .Ron=Woolworth'3(t',) an office maintained at the aforesaid place of Location of Proposal includina street:addreda. publication of said newspaper. lia At the intersection Tof , 30th Street and R" That the annexed is a true copy of an adver- t Avenue—southeast cqr ': tisement, with publication dates, as it was pub- ' nec lished in regular issues (and not in supplemen- lead Aaenev City of Anacortes tal form)of said newspaper commening with The lead agency( for this proposal has deter- minedthat it does not have , the issue of November 13 19 91 a probable significant and ending with adverse impact on fl1,e environment. An environ- mental impact statement the issue of November 13 19 91 (EISfienot required unsler- RCW 43.21 C.030(2)'(c). This:decision was.m t o That such newspaper was regularly dis- afterreviewofaeompr ..d, tributed to its subscribers duringall of said environmental. .chec f't r tdrdmaat(o I period. That the full amount of the fee charged t Ism �,! for the foregoing in the sum of Ie "to i�' 0 22.81 under i i I p leaf:tacit this pr,a�ti� y� 1 G- :' from , ,=o a'r_�;` e.,.�: - , C1Crk ments_, i st be_ ea Subscribed and sworn to before me this by J4o rber(22., ; , 20th day of November 19 91 ao e e »t�P3 Dire of pt@ r rtit 9 e and Notary Pubcnd for the State Community DM—men( of Washington, Residing in P.O.Box 547 Anacortes,WA 98221 - Stanwood (206)293-1900 Publish:November 13, 1991 A1206 Clerk's Filing Stamp: SP500/3-90 im 0 1 CERTIFICATION OF MAILING I, Lorraine Love , certify that I mailed, postage prepaid, copies of the foregoing document on the 7th day of November , 19 91 to each of the following-named parties at the last known post office addresses, with the proper postage affixed to the respective envelopes: Document(s) DNS - Environmental Checklist Department of Ecology Environmental Review Section Mail Stop PV-11 Olympia, WA 98504 Department of Transportation Environmental Unit - Room 2 C11 Mail Stop KF-01 Olympia, WA 98504 Jim Pemberton Ed Frank DETERMINATION OF NONSIGNIFICANCE Description of Proposal: Construction of exterior shell and site improvements for a 15, 000 square foot building. Building to be constructed for wharehouse/office/retail/restaurant. Proponent: Ron Woolworth Location of Proposal, including street address if any At the intersection of 30th Street and "R" Avenue - southeast corner. Lead Aaencv City of Anacortes The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43 .21C.030 (2) (c) . This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS. XX This DNS is issued under 197-11-340(2) ; the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by November 22, 1991. Responsible Official Ian S. Munce Director of Planning and Community Development P.O. Boxs 547 Anacortes, WA 98221 (206) 293-1900 Signature Date PUBLISH: November 13, 1991 Ci rTh) • • ENVIRONMENTAL CHECKLIST FORM A. BACKGROUND 1 . Name of proposed project, if applicable : Woolworth - Meixner Building 2 . Name of applicant: Ron Woolworth 3 . Address and phone number of applicant and contact person : Ron Woolworth 3110 Commercial Avenue Contact Marc Estvold 293-5500 4 . Date checklist prepared: 11-1-91 5. Agency requesting checklist: City of Anacortes 6 . Proposed timing or schedule (including phasing , if applicable) : Immediate construction of exterior shell and site improvements. Tenant improvements as Tenants are identified. i iE ®A'0to$1D 00/47),/04, Foci neitlir co vMS fireco ot'rEty is, coo sizome6 r-, 7 . Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes , ex- plain. NO 6 . List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal . NONE KNOWN • 9 . Do you know whether applications are pending for governmental ap- provals of other proposals directly affecting the property covered by your proposal? If yes , explain. NO • • 10. List any government approvals or pewits that will be needed for your proposal , if known. City Building Permit 11. Give brief , complete description of your proposal , including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat these answers on this page. This building will he constructed for wharehouse and office type uses with sane retail associated-with the warehousing and possibly r, restuarant 12. Location of the proposal . Give sufficient information for a person to understand the precise location of your proposed project, in- cluding a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area , provide the range or boundaries of the site (s) . Provide a legal descrip- tion, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. • At the intersection of 30th and R Avenue South East corner. B. ENVIRONMENTAL ELEMENTS 1 . 'Earth a. General description of the site (circle one) : Flat, rolling, hilly, steep slopes, mountainous, other Gentle Slope b. What is the steepest slope on the site (approximate percent slope) ? lO% + • c. What general types of soils are found on the site (for example, clay, sand, gravel , peat, muck) ? If you know the classification of agricultural soils, specify them and note any prime farmland. Clay & Normal top soil d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill . There will be some grading of the site to level it up, Genera ly moving material from Westside to Eastside • f . Could erosion occur as a result of clearing , construction, or use? If so, generally describe. None antisipated g . About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings) ? 90% + h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any : None required 2. Air a . What types of emissions to the air would result from the proposal (i .e. , dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Normal construction dust etc. none fran the building or building users. • b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. NONE KNOWN c. Proposed measures to reduce or control emissions or other impacts to air, if any: NONE REQUIRED 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ndsr wetlands) ? If Po ) . yes, describe type, and provide names. If appropriate, state what stream or river it flows into. NO 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. NO 3) Estimate the amount of fill and dredge material g e that would be placed in or removed from surface water. or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. NONE 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. NO �, � � , ; 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. NO 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. NO , 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example : Domestic sewage, industrial, containing the following chemicals. . . ; agri- cultural ; etc. ) . Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) are expected to serve. NONE • c. Water Runoff (including storm water) : 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. All site water will be collected on site and piped to City storm sewer. 2) Could waste materials enter ground or surface waters? If so, generally describe. NO d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: None required 4 . Plants a. Check or circle types of vegitation found on the site : deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, , pine,. other •• r • as shrubs x grass Black Berry Bushes pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, othE water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Most of existing brush. c. List threatened or endangered species known to be on or near the site. None Known • d. Proposed landscaping, use of natit e•plants,' or other measures to preserve or enhance vegetation on the site, if any: Yes, plants normal to this area. 5. Animals • • a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds : hawk, heron, eagle, songbirds, other: mammals : deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near ! the site. Nnna known (~'; c. Is the site part of a migration route? If so explain. NO d. Proposed measures to preserve or enhance wildlife, if any: None required 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil , wood stove, solar) will be used to meet the completed project' s energy needs? Describe whether it will be used for heating, manufacturing , etc. Gas heat, electric light, and cooling b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. NO c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Compliance with Washington State Energy Code 7. Environmental Health _ - I a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste , that could occur as a result of this proposal? If so, describe. None antisipated .. 1) Describe special emergency services that might be required. Normal emergency services 2) Proposed measures to reduce or control environmental health hazards, if any: None required i �l b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other) ? Sand blasting 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other) ? Indicate what hours noise would come from the site. Construction noise only. Then normal vehicle noise 3) Proposed measures to reduce or control noise impacts, if any : WORD ring-Tired 8 . Land and Shoreline Use a. What is the current use of the site and adjacent properties? Vacant - Adjacent properties- Boat building , painting b. Has the site been used for agriculture? If so, describe. Not to our knowledge - • �' c. Describb any structures on the site. None • d. Will any structures be demolished? If so, what? Nn e. What is the current zoning classification of the site? Heavy manufacturing f. What is the current comprehensive plan designation of the site? / C g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Not to nnr knowledge i . Approximately how many people would reside or work in the completed project? 10 to 30 j . Approximately how many people would the completed project dis- place? None k. Proposed measures to avoid or reduce displacement impacts, if any: None required 1. Proposes measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Fits current zoning p 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Not applicable b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing . e'Not applicable c. Proposed measures to reduce or control housing impacts, if any: Not applicable . 10. Aesthetics a. What is the tallest height of any proposed structure (s) , not in- cluding antennas; what. is -the principal -exterior -bldg . material (s) pro- posed? Thirty feet plus or minus. Exterior of the building will be metal. b. What views in the immediate vicinity would be altered or ob- structed? None identified c. Proposed measures to reduce or control aesthetic impacts, if any: _ None required 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts , if any : tuna required 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None b. Would the proposed project displace any existing recreational uses? If so, describe . None II c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None • 13. Historic and Cultural Preservation a. Are there any places or objects listed on , or proposed for, national , state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None • c. Proposed measures to reduce or control impacts, if any: None required 14 . Transportation a. Identify public streets and highways serving the site, and des- cribe proposed access to the existing street system. Show on site plans, if any. 30TH will be access to site. b. Is Is site currentlyserved by public transit? If not, what is the approximate distance to the nearest transit stop? No, Mt. Vernon c. How many parking spaces would the completed project have? How many would the project eliminate? 79 Plus d. Will the proposal require any new roads or streets, or improve- ments to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . NO -11- e. Will the project use (or occur in the immediate vicinity of) water, rail , or air transportation? If so, generally describe. NO f. How many vehicular trips per day would be generated by the com- pleted project? If known, indicate when peak volumes would occur. Trips/ per day unknown, but the peak would probably be mornings and afternoons. g. Proposed measures to reduce or control transportation impacts, if any: None required 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, Other) ? If so, generally describe. Maybe Fire and Police, but nothing more than any other building. b. Proposed measures to reduce or control direct impacts on public services, if any. None required 16. Utilities a. ircle utilities currently available at the site: electricity atural gas, water, refuse service, telephone, sanitary sewer; septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. All rirrled above C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand the le ' •rity s elying on them to make its decision. 4411 I if Signature: -. VS Date Submitte : SITE PLAN REVIEW CHECKLIST 1. GTE FLAx mums FOR nw LAND�%4 oww nu o.� . 'CO .�,mi.oE..e ��. 9 3 Q S'_ ..2,E....aa«2.....Ea,. I— r sK Lam.mREG.22.27rT CD snotwr K�>.o6swmE.:w I a = ,�„ ex▪ ams• . ,aw•Kana..wx"'w°Xm w"'''•`6xr rsm.u.sn.nrm�ra srve IX ' 5 TYPE OF COSTRl'MN-COW,aauc Ca4C T2.Era = // • mw _ ._.—.—.—.—.—_—.—_—. rffr _ _—_ •.•^'�� Q ,��yy. ....m ---- mm' o ro 2......,� .F.�.k6aE ogre — -- - — -- --- y _ . u�-c r..� O No�Eoaro„� a,...��.nnT® 4— 104 o�, pe .mo .�1 <,.19 w1.mCWLATEP m�nes.... - \I��I���I1�iifiYi:, aisi^ . ram...m�«,. v .Ipr.q Texa FT a.Evsnxssnreweesream.e :El/ i \���lS�i'Es,�:. ,��, �1 Q o°y A.4.T .menom. W '8 �-mamma ,3! . PROPOSED BUILDING ,: II sm x�.'6.F.2.22m, iman.,ETw O asr S. . / j/// ` L I o N'ree aA"'SrtuScerwLEm ' .,.ram nsSTI�ISOFES.WTTERS m ._ ,_�,. " ,, ,. �' � � 14 wont ATW a saawx. Y4B1LN5IR RAMPS Casa.- s.. n FLAG,4 ' 16 �TiNofEXITN26,.o ST �.0.nx�. S� 1 ,'� "m h..._ M glee w«mEa1Fo�No meim Paw.w ex..orwss,91,_ \ _-- _ DemAcK Leas g A 00 16 LOAMM OF ESIGS 8 FWFP-EO HATERHANS.EKE _PA —t—�--r l 24 �t — I t=l µw I^^' rff ��IRE ,m , mQ Ramo<HALL T2 a,m' E ________ EG Tnistlge _ 0 to Ka 0 = m�, nT�„� a� a xa12,9 p 1_12,9 12.55 6 EXIST.Mat 0 eTC,.55ccvmn IP wrc ma Hp Kma2,91/0m ne0GiAnclicoor0.fitAT®GS945,,e ` P, SIYMFNST6a7ONIS4PROP0t0DFNfl - "R" AVENUE in . F,iRI�,.T� <sr 9 s es, ,5. e6r ELEv.-Ga,.5Nns~,.,T,.IP n sxc�.ixe oEswwTiox iv WI=oawa.sau,'wsx w„cr. SITE PLAN Q Nm NRKIHP KNTFLnoN wrGKluisr z. / Pow =o'n SGLE 24' 22 STATE �..� 16w ,. ( Lw is, LY, DATE �ra o R NAME e DO,w_S ummN0 F e PLOT ,om„-, From Shannon Ramey Fax:+1(360)658-4496 To:AL TAYLOR Fax: 1-360-293-6613 Page 2 of 8 Thursday,March 12,1998 10:48 AM 1994 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone 1 ENV-SUM 1994 Washington Slate Nonresidential Energy Code Compliance Forms June, 1395 Project Info Project Address SALVATIONAREy Date 3/11/98 30T9 G T AVE For Building Department Use AeACORTEa Applicant Name: NAM ESTvoID, AIA Applicant Address: Applicant Phone' 293-5500 Project Description ❑New Building ❑Addition Alteration ❑Change of Use 0 Prescnptive inComponent Performance ❑ENVSTD ❑Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type 0 Electric resistance •All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. — X 1 00 = 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option a nn Upton See Decision Flowchart(over)for qualifications Enter requirements for each qualifying assembly below Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maxmum U-factor is 0 19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic R-30 If project qualifies for Concrete/Masonry Option,list walls with HC z 9.0 Btu/ft2.°F below(other walls must meet All Other Roofs R-21 Opaque Wall requirements). Use descriptions and values Opaque Walls R-11 from Table 20-5b in the Code Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade Radiant Floors Maximum U-factors Opaque Doors 0.600 Vertical Glazing 0.600 Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing 1.300 Semi-heated space* Minimum Insulation R-values Roofs Over Semi-Heated Spaces* 'Refer to Section 1310 for qualifications and requirements Notes: EXISTING INSULATION SHALL REMAIN. UNINSULATED AREAS EXPOSED BY CONSTRUCTION SHALL BE INSULATED TO PRESCRIPTIVE VALUES. ANY WINDOWS OR DOORS THAT ARE MOVED OR REPLACED SHALL COMPLY WITH PRESCRIPTIVE RATINGS SHOWN ABOVE. REF. NREC. SECTION 1132. From:Shannon Ramey Fax.+1(360)658-4496 To:AL TAYLOR Fax. 1-360-293-6613 Page 3 of 8 Thursday,March 12,1998 10.48 AM • a 1994 Washington State Nonresidential Energy Code Corn rliance Form Building Permit Plans Checklist ENV-CHK 1994 Washington State Energy Code Compliance Forms June,1995 Project Address SALVATION ARMY Date 3/11/98 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS(Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed Yes 1302 Space heattype. other If°Other", indicate on plans that electric resistance heat is not allowed SP1 n.a. 1310.2 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation yes 1311 1 Insul.installation ndicate densities and clearances SN1 yes 1311 2 Roof/ceiling insul ndicate R-value on roof sections for attics and other roofs, A5.1 ndicate clearances for attic insulation; ndicate baffles if eave vents installed; ndicate face stapling of faced bads yes 1311 3 Wall insulation ndicate R-value on wall sections; A5.1 ndicate face stapling of faced bans; ndicate above grade exterior insulation is protected, ndicate loose-fill core insulation for masonry walls as necess; ndicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD, n.a. 1311 4 Floor insulation ndicate R-value on floor sections; ndicate substantial contact with surface, ndicate supports not more than 24"o c; ndicate that insulation does not block airflow enough foundation vents n.a. 1311 5 Slab-on-grade floor ndicate R-value on wall section or foundation detail; ndicate slab insulation extends down vertically 24°from top, ndicate above grade exterior insulation is protected n.a. 1311.6 Radiant floor ndicate R-value on wall section or foundation detail; ndicate slab insulation extends down vettically 36"from the top; ndicate above grade exterior insulation is protected; ndicate insulation also under entire slab where req'd.by Official n.a. 1312 Glazing and doors Provide calculation of glazing area(including both vertical vertical and overhead)as percent of gross wall area n.a. 1312 1 U-factors Indicate glazing and door U-factors an glazing and door schedule(provide area-weighted calculations as necessary); Indicate if values are NFRC or defauk,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillings n.a. 1312 2 SHGC 8 SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side an yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; e21 Indicate yap retard.with sealed seams for non-wood struc yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section sei n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section n.e. 1313 5 Crawl space nap ret. Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage yes 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gaskehng,and weatherstnpping Sp, yes 1314.2 Glazing/door sealing Indicate weatherstripping sei Yes 1314 3 Assemb as ducts Indicate sealing,caulking and gasketing Spy PRESCRIPTIVE/COMPONENT PERFORMANCE(Sections 1320-23 or 1330-34) yes Envelope Sum Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If"no"is shown for any question,provide explanation: From'Shannon Ramey Fax.+1(360)658-4496 To:AL TAYLOR Fax: 1-360-293-6613 Page 4 of 8 Thursday,March 12,1998 10.48 AM 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms June, 1995 Project Info Project Address SALVATION ARMY Date 3/11/98 30TH S T AVE For Building Dept Use ANACORTES Applicant Name: MARC ESTVOLw, AIA Applicant Address' Applicant Phone. 293-5500 Project Description I TWO NAT. GAS FIRED BOILERS SUPPLYING HOT WATER TO EIGHT AIR Briefly describe mechanical system HANDLERS &TWO BASEBOARDS. TWO OF THE AIR HANDLERS HAVE AC type and features. I UNITS. UNIT HEATER IN WAREHOUSE EXH. FANS' ONE FOR ALL Simple System 0 Complex System 0 Systems Analysis Compliance Option (See Decision Flowchart(over)for qualifications.Use separate MECH-SUM for simple&complex systems) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the 'plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule Equip Capacity2 OSA CFM SEER ID Brand Namel Model Not Btuh Total CFM or Econo? or EER IPLV3 Location SEE EQUIPMENT LIST ON M2 Heating Equipment Schedule Equip Capacity2 OSA cfm ID Brand Namel Model No.1 Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficiency4 SEE EQUIPMENT LIST ON 142 Fan Equipment Schedule Equip. ID Brand Name' Model No.1 CFM SP1 HP/BHP Flow Controls Location of Service SEE EQUIPMENT LIST ON M2 tlf available. 2 As tested according to Table 14-1,14-2 or 14-3. 3If required 4 COP,HSPF,Combustion Efficiency,or AFUE,as applicable. From.Shannon Ramey Fax:+1(380)658-4496 To:AL TAYLOR Fax 1-380-293-6613 Page 5 of 8 Thursday,March 12,1998 10:48 AM 1994 Washington State Nonresidential Energ Code Compliance Form Mechanical Permit Plans Checklist MECH-CHK 1994 Washington Stale Energy Code Compliance Forms June.1995 Project Address sarvxxxoo Haar Date 3/11/98 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n a) Section Component Information Required on Plans Notes HVAC REQUIREMENTS(Sections 1401-1424) 1411 Equipment performance n.a. 1411.4 Pkg.elec.htg.&clg. List heat pumps on schedule yes 1411 1 Minimum efficiency Equipment schedule with type,capacity,efficiency 142 1412 HVAC controls yes 1412 1 Temperature zones Indicate locations on plans M2 yes 1412 2 Deadband control Indicate 5 degree deadband minimum M2 n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 cliff.day types M2 yes 1412 4 1 Dampers Indicate damper location and automatic controls M2 n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412 7 Balancing Indicate balancing features on plans 142 yes 1422 Thermostat interlock Indicate thermostat interlock on plans 142 yes 1423 Economizers Equipment schedule Mz 1413 Ar economizers n.a. 1413.1 Operation Indicate 100%capability on schedule n.a. 1413.2 Control Indicate controls able to evaluate outside air n.a. 1413 3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yes 1414 1 Duct sealing Indicate sealing necessary set yes 1414 2 Duct insulation Indicate R-value of insulation on duct 521 yes 1415.1 Piping insulation Indicate R-value of insulation on piping SP1 n.a. 1424 Separate air sys Indicate separate systems on plans yes Mech.Sum.Form Completed and attached. Equipment schedule with types, input/output,efficiency,cfm,hp,economizer SERVICE WATER HEATING AND HEATED POOLS(Sections 1440-1454) 1440 Service water htg. • n.a. 1441 Elec.water heater Indicate R-10 insulation under tank n.a. 1442 Shut-off controls Indicate automatic shut-off 1450 Heated pools n.a. 1452 Pool water heaters Indicate not electnc resistance n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+degrees Indicate R-12 pool cover If"no" is circled for any question, provide explanation: From:Shannon Ramey Fax.+1(360)658-4496 To.AL TAYLOR Fax: 1-360-293-6613 Page 6 of 8 Thursday,March 12,1998 10:48 AM 1994 Washington State Nonresidential Energy Code Compliance Form Lighting Permit Plans Checklist LTG-CHK 1994 Washington State Energy Code Compliance Forms June,1995 Project Address SALVATION ARMY Date 3/11/98 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n a) Section Component Information Required on Plans Notes LIGHTING CONTROLS(Section 1513) yes 1513.1 Local controlaccess Schedule with type,indicate locations E9.1 yes 1513.2 Area controls Maximum limit per switch E9.1 yes 1513.3 Daylight zone control Schedule with type and features,indicate locations yes vertical glazing Indicate vertical glazing on plans E9.1 n.a. overhead glazing Indicate overhead glazing on plans 1.a. 1513 4 Display/exhib/special Indicate separate controls 1513 5 Exterior shut-off Schedule with type and features,indicate location n.a. (a)timer w/backup Indicate location n.a. (b)photocell. Indicate location 1513.6 Inter.auto shut-off Indicate location nn.a. 151361 (a) occup sensors Schedule with type and locations 'n.a. 1513.6 2 (b) auto.switches Schedule with type and features(back-up,override capability), Indicate size of zone on plans yes Lighting Sum Form Completed and attached Schedule with fixture types, lamps,ballasts,watts per fixture n.a. Elec motor efficiency MECH-MOT or Equipment Schedule with hp,rpm,efficiency If"no" is circled for any question, provide explanation: • From:Shannon Ramey Fax.+1(360)658-4496 To:AL TAYLOR Fax. 1-36 0-293-661 3 Page 7 of 8 Thursday,March 12,199810:48 AM ' • 1994 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms June,1995 Project Info Project Address SALVATION ARMY Date 3/11/98 ' For Building Department Use 30TH R T AVE ASACORTES Applicant Name. MARC ESTVOLD, AIA Applicant Address' Applicant Phone: 293-5500 Project Description 0 New Building 0 Addition 0 Alteration O Prescriptive 1,Lighting Power Allowance O Systems Analysis Compliance Option (See Qualification Checklist(over) Indicate Prescriptive&LPA spaces clearly on plans) Alteration Exceptions 0 No changes are being made to the lighting (check appropriate box) ❑Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage(Interior) Location Allowed (floor/room no) Occupancy Description Watts per ft2.* Area in ft2 Allowed x Area 1ST/2ND FL. CORRIDOR/LOBBY 0.80 2896.0 2316.8 2ND FL. ASSEMBLY AREA 1.00 1437.0 1437.0 1ST/2ND FL. STORAGE 0.50 2867.0 1433.5 1ST FL. CONFERENCE 2.00 1483.0 2966.0 I 1ST FL. OFFICE/CHAPEL 1.20 2414.0 2896.8 **From Table 15-1(over)-document all exceptions on form LTG-LPA Total Allowed Watts 11050.1 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed 1ST/2ND FL. 2X4 2 TUBE FLUOR. 59 62 3658.0 1ST/2ND FL. 2X4 3 TUBE FLOOR. 70 93 7254.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 10912.0 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft2 Allowed Watts Location Description per ft2 or per If (or If for perimeter) x ft2(or x If) Covered Parking 02 W/ft2 Open Parking 02 W/ft2 Outdoor Areas 0.2 W/ft2 Bldg.(by facade) 0.25 W/ft2 Bldg.(by penm) 7.5 W/ft 333.0 2497.5 ' Note:for building exterior,choose either the facade area or the perimeter method,but not both) Total Allowed Watts 2497.5 Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Descnption Fixtures Fixture Proposed NO NEW FIXTURES Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts From'Shannon Ramey Fax.+1(360)658-4496 To.AL TAYLOR Fax. 1-360-293-6613 Page 8 of 8 Thursday,March 12,199810:48 AM "'m •0°.! RAM PART MECHANICAL MECHANICAL ENGINEERS,HVACR DESIGNERS&CONTRACTORS 716 S March Point Rd.Bldg.A#C Anacortes,Wa.98221 CORPORATION Phone 360-293-3339 Fax 360-293-5887 3/11/98 To: Building Official From: Shannon Ramey, Special Plans Examiner RE: SALVATION ARMY BUILDING ALTERATIONS I have reviewed the plans and their compliance with the N.R.E.C. in regard to the building envelope, mechanical system, and lighting. The building passed review in all three sections. WSEC APPROVED To thebest of my knowledge and abty.theseplans show compliance withthe requirements of the 1994 W SE C asrtrihaledbelow: 5,ag 5D.R. Sag Envelope Mechanical Lighting Ort""`r"7 170394031 3/11/98 SPE Signature Reg.# Date BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD98-0391 P.O. BOX 547 APPLIED: 10/12/98 ANACORTES, WA 98221 ISSUED: 10/14/98 1 (206) 293-1901 EXPIRES : 10/14/99 SITE ADDRESS : 719 30TH ST ASSESSOR' S PARCEL NO. : 4713-000-100-0000 PROJECT DESCRIPTION: New doubled face pole sign. — OWNER — CONTRACTOR — LENDER P.M.W. GROUP A CONSTRUCTION COMPANY 719 30TH STREET 1211 B AVENUE ANACORTES WA 98221 ANACORTES WA 98221 293-2596 ACONSC183LP TYPE OF WORK -NEW AREA (sf) VALU. . . $ : 2500 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 999 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft : IND BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- : ? : ? : ? : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : ? : ? : ? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0 : 0 : 0 : 0 : BUILDING HEIGHT. : 0 ft FEES — NOTES Code Amount---- By- Date---- Receipt PLCK $ 43 . 88 MD 10/14/98 9131 PRMT $ 67 . 50 MD 10/14/98 9131 TOTAL $ 111.38 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. i-_____- ni Issued by Applicant or Ovarier' s Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 SALVATION ARMY ,', A - C D - E -b F N 4---metal divider bar Tenant Name Tenant Name Tenant Name ' scotchcal divider lines Tenant Name Tenant Name Tenant Name square metal pole paint red m y x . Double Faced Internally Illuminated Pole Sign Extruded aluminum cabinet paint red.. White lexan faces with scotchcal graphics as per tenant, Salvation Army to have six lines readerboard track to accommodate 6" changeable letters, Planter by others. Approved By: Date: This desig is die.CN01w wormy a mew Sign 8 mane Co All'Ws resent me expressed AMeyer Sign &Advertising Co., Inc. No ofreprMNnin in with.w".rm 8.eorm,nd.�.1M,.w 1689 Hwy 99 S. Mount Vernon, WA 98273 "de`.'"� gn'n"Pp'��m"� "a " "� Phone: (360) 424-1325 Fax (360) 424-5212 1958 7.24.98 7.30.98 8.4.98 8.13.98 JOB Mty et -Cie 238-4 . 2204 Riverside Dr. 4 Suite 240 SHEET NO. / OF !� Mount Vernon,WA 98273 Bus:(360)424-5849 IC) OJ pp "t r= Fax:(360)424-3468 CALCULATED BY DATE /� O STURDY ENGINEERING CHECKED BY DATE CORPOR AT ION Environmental Planning•Community Development SCALE 0.rta� = ,. ..8 /z .. r .. .. £G 5 .... .: , ` �P4.4 AlpowA 'VOA. helyx7` _ la Wm cajer s 8 121� Y ./4l - ' ' ' It . ,. .. .... . .. .. 22603 Si 8© n.1P� E% P . C ��S/ONAL<.—\ - ' If . . . . . .. 7... '. J. ... EXPIRES 12/24/98 WI i. . Ld. .Q . . ' - .. i?$3G.. .x. 74. _ .,�.1:_) -7o T . FC' Dr3 . .. 327o <1111481- 3,.921q-_¢8... /h• 16s. . . . . . _ S ..=. . .....39 2._4-48.. 136, O00_ (..`J • ... . .. . .... '..-.CB.. 2 // '. . _ . . ... . DI ree7 .. hR . / c�a �u_H orz><ie+a� <.. . . ., f �o ' 7 i�. .. . C� p 7/4 °� a. Cia.,6"rewv Co-n Cr q } • SN car- /u e... .4.1 ._ .4. 1/4 a kfe1c1 - ' ds_1875X:707 XZ( kSL. e ...,2, 7$ LI/pshreG lo.14-/. .0'al - 2534 de- z78o_"//rl.. '. . ../ /fa] r-c 1 .. ... pp . � • /$ W. 1 O. /..f..Q 1 .5 Leg( V0.10.e o I= 'e.IG7.. . I7.5!.... ._.-'......�' 85 / .,Cr2 ' � f i raV( A. . . 2) l.'/-•../B. /hrro'ai- /'-t1.1c1' ..we1L. or.- ,i crlt ('a_c 'oA TS,.. . .a co.rnerg ..8 Wel5. hL ./.. . ...... . ....... Alternate 238-46 Salvation Army Alternate method h 14 ft. Heigth to wind pressure a 96 ftA2 Area affected qs 16.4 Ce 1.06 Cq 1.4 P 2336 #f Wind pressure L 8 Length trial CY W 6 Width trial D 3 Depth trial 5.3 We 21600 lbs Ws 300 lbs Mc 39719 ft-lbs ROT 87600 ft-lbs SF 2.2 OK e 1.8 ft PRs 1113 psf OK Page4 Z/Z , ,PPf gr9�. 8'-0" 0oc was,, . is y , ♦ �0> THE 0 �� r x. SALVATION ARMY .9q� 9 22603 O ��"'_ -a--,, 13190 9 EXPIRES 12/24/9$ D E 4 I r F 1, 4--metal divider bar Tenant Name Tenant Name Tenant Name ' scotchcai divider lines Tenant Name Tenant Name Tenant Name t „ _ , it . square metal pole P'ravrci e 2 - I " ♦ �( 't � 8� paint red SXS xy4 r /fe1 ,��. ,as on ae ` = 36ksc./ a //a 6C a f� �-c/6 t see f 72 Conte rS ' VI�'. II l,l1 1 tit 1. x Double Faced internally Illuminated Pole Sign Ada 4;n e 'Zan,/ G wide X 3 ` ale t P Extruded aluminum cabinet paint red.. 3 / g°add 714, 'el/onI 5 ec/ reg White lexan faces with scotchcal graphics as per tenant. plc = 25oo psi. Salvation Army to have six lines readerboard track to accommodate 6" changeable letters. Planter by others. Approved By: -d,� Date: lIle MsJVn S tar f.du.M P4'eN ofMgw Sign I MIA Iq CO.N ni..E..NJ Meyer Sign &Advertising Co.,Inc. eHo tartn* M••% sr ya & Ca dat® 1689 Hwy 99 S. Mount Vernon, WA 98273 Clairer Phone' (3604 424-1326 Fax (3601 424-6212 1958 7.24.98 7.30.98 8.4.98 8.13.98 PMW BUILDING CON SECTION 30, TOWNSHIP 35 NORTH, I ANACORTES, WASHINC AUGUST 1997 SHEET No. I OF 2 x/. 6'9 • <5-9 0 eo - E _ 7,..,ZS - (Pc9T= 79J BE-t/C.Y -- 63� /O' (SEE.--ttare a.//V a .9F.Uo. --- coo.25 C�C9T = coo. 07, • • 9-4"'Et/FEK.P.L.f -a,wE2 a(-'9 • ' tuHJ''-i6' 2'"OEr/.o. 2'4,6rio 01,4CO/9 • C9 B992 6%0. 09 CA o t -2i0.0S^ \ Q {} % \ • 0 < S co oa O cB co .i ce Y.,J' �,) / • .r:�ugr <o.vc,: .'.{ , 5caeos-� SSA y FUIi.P.C/ �/J 8O. I pee / /00 a• I PP �p- /S' p 9 (GOct/E.P) 2 JL`711 6 '� uk Q , 25" u cs .� . ^ pP a v-Uosr.P.°ius,raP 9 /.�.� s'� \ I 1`0 • zB r ..`l - •�0 4 .ry CO \. /O2 ass- h a 89 • % a `"" go B Qt ' ' 3 ,' s»cor.Po,r-vq r, Q l ,\ .9/ •, k. .:. ... , cocU/'i.. 1.9.Uoswnve N.E2�.V a `(��1 q� tb,4 a // � b r 9 o i0¢ CZO �y W 62 v % f Q Wkb y. ` it k :*...--'--ce o70-/-7 i a 11 ..p y Q G 4e ea �occ/E e) •& Q Oh, I ,d-� are ''nA� In ,ry�1 PS Co E.CTE.E'io e oi- .usYo us % ti Q i. el N Crs��/c9c] \ @ W U1 ar % M o CPa 3 E c6 • ' • 2/0. 09 rPc.9r - 2i0. 03.2 ee< 3 -•' .:/ 679 ° S9 ' S/ -- E coo. 2.g �.of9l= 600.0.9 O C.9P ,0. A992 re'ea //J,eO, • ti hti � � l , I C. % ° h % ti /9 -• r t 7- :0:7. 2/ (2t-> ' = 6-00. 07) era-9.S'S .'.C/'> /N C9SLC (/997� *ea' S'T/� C7- a q- JOB IAb0L Linos?( 1 CLKO1u GEIGER ENGINEERS SHEET NO OF �O Geiger Gossen Hamilton Liao Engineers P.C. J / / 1215 Cornwall Avenue CALCULATED BY tt I F DATE 'tr 3`/ IS BELLINGHAM, WASHINGTON 98225 (360) 734-7194 CHECKED BY DATE FAX (360) 734-7399 SCALE �DL 14411(140 R. fat, goof 3*c-lt 4tb\ ? t r = bt. ( r' wt 2- ?xt0 wI 2 - tbd i — +n A Co tS. rcbP9 ooQ - D•Nt-tt.06 evo $ 12SrK1Ut bey.,bey., Gar } e > TL-- k rN Ai ,Q tbf-(c . .> w= temp el ge t6" r-41 l.ao :¢ it role . t 5r Litt° -' �) 54-,:4cL, -to 24 40(e AT ctct s s-fco-edere JDB _. IQCoLlO021el P'ErcobFt GEIGER ENGINEERS SHEET NO. 4 OF Geiger Gossen Hamilton Liao Engineers P.C. �y / / 1215 Cornwall Avenue CALCULATED BY h 1 DATE 6 7S BELLINGHAM, WASHINGTON 98225 (360) 734-7194 CHECKED BY DATE FAX (360) 734-7399 SCALE GLet Set'sw,,[- lost', Ar (p)m co44 7Lo,v - bk0uele- r isio4 o . he41 ., 11025 pc- 19414 t&e-- a �rtSc C- SE( 01 Lnd✓ x L2 41 ' 6 r ,V et2 PSI tau, LOE(&tr i-- IZ rV 13z ‘x 4(7 iito'n241) - 1°oz45fX Zl = 61404 '0 ckec(_ (y Zt(3 1151f (.0ir3a -Cu' \o.S' 4 4.4, - to5"-_'3 '� ZlC o.MKI Y eie° w = 6 $ 106/7;1 z- to. 5Gti --)SEtsnLG feeG@- t0 jia c - 252 vJAU, 5 = yq` APPV Kf 4'LY Io !! od Q 124 o(c €csto W- 454,k-Zeord_ ,oB 1. 1,woe t ti k'E K c9-L GEIGER ENGINEERS SHEET NO S OF L Geiger Gossen Hamilton Liao Engineers P.C. / I ¢/`/ 1215 Cornwall Avenue CALCULATED BY 1V- 41 DATE BELLINGHAM, WASHINGTON 98225 (360) 734-7194 CHECKED BY C DATE FAX (360) 734-7399 SCALE dieCIA- ove6Juil 0 irk. 6 tiled"- OA 4- : /52.4« ,.. /1 < W2=tor s( ., q.S`e 2S fir I rloq' /57 *�n.X4 't` I�jF +� ' l3,/ le Vai i39- 1 Heys _ (Lit { W21X2►-- "1y 4 Pr 'I' �124 1 x l&ve9+ (25/,41 x 4 '`ZZ k( 1 1 . 5 so_$S = I. t ' I3 a t 2 .91. ut. S LM PSov 1-H355A t A . is 5?t i s.ca. Cti€cln 5&15ilc- (0-) �tt?cc�rN; 1 J z r(171 x 41 ><12p5I,= V°022, (lads) rj" 4 q4tfit ( )/ t ,,d . z57ot Lig@ MITE 7, zte = Lai lc' .4,-t.cz,tP;Oe L0/3,D To ThtcaL I 51ftettv 1.04145 . ( o(4-) JOB .. •LO ` 1 taL GI- • GEIGER ENGINEERS SHEET NO. 4 OF Geiger Gossen Hamilton Liao Engineers P.C. 1215 Cornwall Avenue CALCULATED BY � I DATE 4�b/� BELLINGHAM, WASHINGTON 98225 !� (360) 734.7194 CHECKED BY DATE FAX (360) 734-7399 SCALE 33zi => & Q 4�c1L WtiF�- -!✓ )6, ed Q t2 f 40- t�� c� - (_Geclx ii 9 j I LtN 17 Sw 3333E F1— r-p)-flC�t'cei < n� L.Yb 0,- NAx .Y SQL L^— lzJ -50 oV to f ens - . iS 1re-, SIN PSor° riIbSA }-10(hoc2N . .. I,Joot,wp 1,n JOB GEIGER ENGINEERS SHEET NO OF Geiger Gossen Hamilton Liao Engineers P.C. 1215 Cornwall Avenue CALCULATED BY V 44 DATE 2I 311 BELLINGHAM, WASHINGTON 98225 B Lau, (360) 734-7194 `C `_ CHECKED BY DATE FAX (360) 734-7399 SCALE A_ ': 41 I• .• 1-- 4 >~ttC (E sa4 4 ` 3' ut of To / ) ; a,c P,iittoOE > A1IN , I 4 kZi ^ QE¢1� �r� (�) EtEwtw� {7�i . i S ii + •11)4, 1 K X te x KI. X ( /' I 1 1` INCC ...- LEY -FT(a i y.0.Cw. - i - 7V 111P - 2-114 Coll• 294,604EFJ 7 C(,ta P%otT. of N -T6•. *5 % t o l.ou0G-, IHSW€ WI E IwTo q " area 9 (N) flEvaToZ, ?ci vaficIA. {{Cr.E IN (�'cr. oC See &Z-2 Too_ mote • cE) i-r6. `\ Q /`l I AEA- sots, cS Q.hoc3 D,/ gill fKcAt)RT>z sc., \ s'- Qe 2cI /\\ y, \\ QitkNigat., Qj- AT l cf&. . 1 IIi PER ELEVATOR MANF. REQUIREMENTS WALL FRAMING SLAB PER PLAN ON GRADE 10 • IS' MIN si-teF *4 CONT. AA 4NGL.E I int. ANCHOR ll _ -, BOLT BY CD EL EVATO e•I 1__ COMPACTEDe; A MANF. 1 1 .- - ; I BLOCKOU T PER — iii=ite ELEVATOR MANF. A: q WATERSTOP 'Aso, ti ' •`` ESL q, rm. BEND REtNP7 • Ai.°9 a As REQ1 st4tw10' O.C. � 1 EA. WAY AA. j POUR AGAINST FIRM t1 1 UNDISTURBED BARTH _ -/ j ?tL e ; —at I Ia JI'- SuaB --- -a 12 X 12' X 12 SUMP W/m'WALLS; I�' I I' REINFORCE AS ABOVE. SEE ��777Tttt" MECHANICAL PLAN FOR PUMP AND PLUMBING REQUIREMENTS NOTE: CENTER REINFORCING IN WALLS AND SLAB 5 T2 Typical "Elevator Pit Scale: 3/4" =1'-0" COMMENTS: DRAWN AT SCALE: 3/4'=1'-O' • DRAWN BY: APPROVED BY: DATE ORIGINATED: 10FEB96 _ REVISED BY C • _ _ DETAIL Na: CONC.PITA21_ 4 JOB 4)0outoo2it{ GEIGER ENGINEERS SHEET NO OF Geiger Gossen Hamilton Liao Engineers P.C. 1215 Cornwall Avenue CALCULATED BY 9 h DATE a 41'� BELLINGHAM, WASHINGTON 98225 `\ a (360) 734-7194 CHECKED BY DATE FAX (360) 734-7399 SCALE } ... , I" NSMOV*tcSTS SL ba F AS iStaustrwa,SAW CUT r CflP / 3. ` ALL AROUND SOSO OP OPT. J/ 1 • Q WALL. 1 P611 PLAN I . _till,: / !. fy 2.. , ,., ,,..:,,,: i . , 4#41e. ,,i - ti. nO j . `H$., et:"Y. i • • x x -,A.. r> vr:_'..k.:•...;> 1— I III- r . .---. ' _[ . te. .. ,,i `,,APOUR AGAINST FIRM 't TURBO SOIL 0);MA..' ' ti t,74- :z o; . 'r ... _..3 . See ?LAN 1140: a}.. rK- , - 5 ► 5177.. 3 Typical Continuous Footing •f x - _ \. 2 JOB ta>cc-Wo2{`'1 GEIGER ENGINEERS SHEET NO OF / Geiger Gossen Hamilton Liao Engineers P.C. 4/3 ,!$ 1215 Cornwall Avenue CALCULATED BY DATE BELLINGHAM, WASHINGTON 98225 (360) 734-7194 CHECKED BY DATE FAX (360) 734-7399 SCALE Ship (2LOCItt► Z.L6A r n , "C ,FPH7 rJ I ►% 21(C. P©rYc wau- 4 _ 1 LAN4iwG rp.lecFtion Pet N ‘4;‘,-tStrt) Ww S 3-71(6 P7 `Coy)V� c rive. Al LAI-LD La $ -�- \ - JOB oL 1\\ GEIGER ENGINEERS SHEET NO OF Geiger Gossen Hamilton Liao Engineers P.C. {/{( 1215 Cornwall Avenue CALCULATED BY i ' DATE 4 1, BELLINGHAM, WASHINGTON 98225 Cv' (360) 734-7194 CHECKED SY DATE FAX (360) 734-7399 SCALE C w' 1045Heq. 2" t===fr t CoN- WLMMGC— * f2 T'ihCEtfryt�eA�1 *17---cr Fterr �u?L t pD AT1 i • .2 n ea)/cTe- ,ki *L k-a- stibf t Ac DFab SPIoZtyl / w bar/AU"' • ` I I JOB L.Voc wo f1 GEIGER ENGINEERS SHEET NO OF Geiger Gossen Hamilton Liao Engineers P.C. 4 c�/,� 1215 Cornwall Avenue CALCULATED SY W h� DATE /' BELLINGHAM, WASHINGTON 98225 (360) 734-7194 CHECKED BY DATE FAX (360) 734.7399 SCALE I I, 120C t, buDaslao(r az Vitt tsi• tainri Ii //- 1 p/ I )7“, Q `b� `C I lag Art— (fo) RSJyp/404- LAJA4-(- 1 I 1 wcoP -SAL E n Ck,o ta see-- WP! k I 1 la • II - 1 N) 2tc 1Z 1e 0C4-2- 1.014-1 b bl tA •SW9 51G6 .be HEADER(D.FN2), SEE SCHEDULE. LAMINATE PER STRUCTURAL NOTES; V2" PLY. BETWEEN EACH LAYER I 111111111 CRIPPLE, SEE SCHEDULE IIi 3-2Od,II�I PRE-DRILL STUD(S) 2X (ONE PIECE) 2X STUD _ I�f JAMB STUD: SEE SCHEDULE AT EXTERIOR I ONE EACH SIDE REQUIRED AT INTERIOR WALL OPENINGS) PLYWOOD MULTIPLE , (ONLY I— UNDER JAMB OPENING FRAMING SCHEDULE CLEAR OPENING HEADER CRIPPLES JAMB 5 3'-6" 3-2x6 1-2x6 2-2x6 5 41$" 3-2x8 1-2x6 2-2x6 5 6-0" 3-2x10 2-2*6 3-2x6 5 7-3" 3-2x12 2-2x6 3-2x6 5 8'-1O" --- — ---- 510-3" -- -- -- NOTES: 1. SEE NAILING SCHEDULE AND OTHER DETAILS FOR ADDITIONAL REQUIREMENTS. 2. DETAIL APPLIES AT ALL BEARING AND SHEAR WALLS. Typical Wood Stud Wall Opening N.T.S. COMMENTS: DRAWN AT SCALE: 1/2'= DRAWN BY: APPROVED BY: DATE ORIGINATED: 03AP?SS REVISED BY DETAIL NO.YOOD.WALL.013 , ( ( TREATED SILL PLATE, 2X( SAME WIDTH AS WALL. FRAMING ) ---1- _ SPLICE SILL PLATE _ z AS REQUIRED 11 t i / 1,ir-sir I I K CONCRETE WALL, 5" MINIMUM, 10' MAX., TYPICAL FOOTING, OR THICKENED SLAB 5/8" ANCHOR BOLTS @ 4-0" O.G. ( OR AS NOTED FOR SHEAR WALLS ) WITH 1-1/4"WASHER: OPTION 1: CAST-IN-PLACE BOLTS; MINIMUM 7' EMBEDMENT WITH 1" HOOK. OPTION 2: DRILLED EXPANSION BOLTS; HILTI KWIK BOLT II OR EQUAL, 4" MINIMUM EMBEDMENT, 3-3/4" MINIMUM FROM CENTER OF BOLT TO EDGE OF CONCRETE. OPTION 3: ADHESIVE ANCHOR BOLTS, MINIMUM 5" EMBEDMENT, WITH HOLE SIZE RECOMENDED BY MANUFACTURER ITW-RAMSET EPCON SYSTEM, OR HILT! HAS RODS IN C-100 EPDXY, OR EQUIVALENT. NOTES: 1. SET SILL PLATE FOR EVEN BEARING. PLACE MORTAR UNDER PLATE WHEN GAP EXCEEDS 1/8". 2. WOOD TREATMENT: CCA PER UBC STD. 25-12. 3. SEE DWGS. FOR BOLT SPACING AT SHEAR WALLS. Typical Sill and -Bolting COMMENTS: DRAWN AT SCALE: V2' = 1'-0' DRAWN BY: APPROVED BY: DATE ORIGINATED: 03APR98 REVISED BY DETAIL NO.WOOD.WALL.010 TYPICAL PLYWOOD DIAPHRAGM EDGE TYPICAL SOLID BLOCKING, 2X (JOIST DEPTH) NAILING. SEE NAILING SCHEDULE. NOTCH EACH END AS REQUIRED FOR VENTING. ALIGN JOISTS (OR TRUSSES) 8d @ 6"O.C. TO TOP PLATE AND 2-8d TOENAILS AND STUDS, TYPICAL, EACH END. BLOCKING LESS THAN JOIST DEPTH EXCEPT AS NOTED NOT PERMITTED. RIM JOIST, 8d TOENAIL @ 6"O.C. TO.TOP PLATE. # —e'r -i III II II 10d @ 6' I I I III II II I I I III II II srammimmmmiamomminammim 14111111 ►alliq 111 Ai .:. _�. �.. __ rad SOLID BLOCKING @ 41-O"O.C. ISTUDS AND JOISTS FIRST THREE JOIST SPACES, I TO ALIGN, TYPICAL 4-8d TOENAIL EACH END. DOUBLE STUD UNDER DOUBLE JOIST OR STUD ABOVE I,I CONDITION WHERE L 4'-O" MINIMUM TOP PLATE JOIST PARALLEL TO WALL 'I SPLICE W/20-10d NAILS CONDITION WHERE JOIST PERPENDICULAR TO WALL. NOTE: 1. DETAILS APPLY AT ALL BEARING AND SHEAR WALLS. SEE PLANS AND STRUCTURAL NOTES FOR FRAMING TYPES AND SIZES. Typical Wood Stud-Wall Details C J Scale: 1/2"=1'-0" COMMENTS: DRAWN AT SCALE: V2. =11-0' DRAWN BY: APPROVED BY: DATE ORIGINATED: 03APR98 REVISED BY DETAIL NO.wOOD.WALL.011 BEAM OR MULTIPLE SPLICE TOP PLATE WITH JOIST IN JOIST SPACE SIMPSON MST 27 WHERE INTERRUPTED BY BEAM DOUBLE STUD UNDER BEAM OR MULTIPLE JOIST SOLID BLOCKING FULL DEPTH RIM JOIST, Bd TOENAIL Q ,/ (PARTIAL BLOCKING NOT 6"O.C. TO TOP PLATE. ; 9 i PERMITTED) NOTCH AT END 10d a 6' 1 I FOR VENTING II ., Pi n 4-Bd 1• , il MIMI BEAM I PERPENDICULAR SOLID BLOCKING 6 4'-0"O.C. 1 '� TO WALL FIRST THREE JOIST SPACES, 4-8d TOENAIL EACH END. I 6-10d IEXXTREABASTUD ADJACENT CONDITION WHERE X OR 2-2X CRIPPLE JOIOT PARALLEL TO WALL 16d @ 12°0.C. UNDER BEAM II I / 1 . DOUBLE BLOCKING OR RIM JOIST UNDER POST OR DOUBLE STUD ALIGN STUDS K/ M � i'� \ / • 8d TOENAIL 0 6'o.c., v LAP TOP PLATES EXCEPT AS NOTED CONTINUE POST AND 4'-0' MIN., SPLICE MULTIPLE STUDS TO W/(20)1Od NAILS FOOTING, TYPICAL �o. Typical Wood Stud Wall Detail C. � COMMENTS: DRAWN AT SCALE: 1/2' 01'-O' DRAWN BY: APPROVED BY: DATE ORIGINATED: 03APR98 REVISED BY 1 DETAIL NO.:WOOD.WALL.012 PROVIDE SOLID FILLER AT HOLDDOWN Sri a��.:. HOLDDOWN WHERE SHOWN ON PLAN, SEE HOLDDOWN LAP TOP PLATES DETAILS AT INTERSECTION AND NAIL W/(4)16d (G-16d (IP 2x6 FRAMING) AT SHEAR WALLS, PLYWOOD SHEATHING IS TO CONTINUE THROUGH, kk 10d @ WHERE PLYWOOD MI IS ON SAME SIDE AS 16"0.C• INTERSECTING WALL I at I PROVIDE EXTRA STUDS BEHIND INTERSECTION iiPLYWOOD ONE OR HOLDDOWN FOR BOTH FACES, AS THIS WALL WHERE SHOWN ON PLAN OR SHOWN ON PLAN SHEAR WALL SCHED. 1 ( 1) Typical Wood Wall Intersections Scale: 1/2"=1'-0" COMMENTS: DRAWN AT SCALE: 1/2' =1'-0' DRAWN BY: APPROVED BY: DATE ORIGINATED: 03APR98 REVISED BY DETAIL NO.WOOD.WALL.014 ♦ ! ( n n 4 JOIST TYP. PER PLAN. SEE JOIST MANUFACTURER FOR GANGING JOISTS "LU"-SERIES JOIST HANGER WHERE SUPPORTING SINGLE JOIST; "U"-SERIES AT MULTIPLE JOISTS WEB INFILL AT JOIST. GLUE AND / NAIL PER MANUFACTURER u u NOTE: PROVIDE ADDITIONAL JOISTS AS FOLLOWS: - ONE OR TWO JOISTS INTERRUPTED,ADD ONE EXTRA JOIST EACH SIDE,AND SINGLE JOIST HEADER - THREE OR FOUR JOISTS INTERRUPTED,ADD TWO EXTRA JOISTS EACH SIDE,AND DOUBLE JOIST HEADER - MORE THAN FOUR JOISTS INTERRUPTED, SEE PLAN FOR ADDITONAL JOISTS. Typical Wood I-Joist-Floor Opening Detail Scale: 1"= 1'- 0" COMMENTS: DRAWN AT SCALE: 1':T-0" DRAWN BY: APPROVED BY: DATE ORIGINATED: 03APR98 f \b"� REVISED BY v DETAIL NO.: W000.I.0061 I SHEAR WALL SCHEDULE SHEATHING PANEL NAILING ANCHOR BOLTS HOLD-DOWN MIN.END MARK or THICKNESS SHEET EDGE FIELD PLATE NAILING EACH END STUDS POST or 15/32" Bd@6"oic 8d@"2"o/c 5/5" @4 o/c N/A N/A 0 15/32" 8d@6"o/c 8d@"2"o/c 5/8" @4 o/c HD5A 2 - 2x Q 15/32" 84@4-"c/c 8d@12 c/c 5i8" @3' o/c HDSA 2 - 2x GENERAL NOTES for SNEAK WALL SCHEDULE: 1. BLOCK ALL EDGES OF ALL PLYWOOD SHEETS, (UNLESS OTHERWSE SHOWN). 2. WHERE SHEAR WALLS INTERSECT AT CORNERS, CONTRACTOR NEW SUPPLY ONLY LARGEST OF THE LISTED HOLDDOWNS. 3. ALL SHEATHING JOINTS TO OCCUR ON SAME FRAMING PIECE, MINIMUM DIM. OF ANY SHEATHING PIECE c 2-0". 4. SEE TYPICAL WOOD FRAMING AND SHEAR WALL DETAILS. 5. * INDICATES USE MINIMUM 3" OR 2-2x NOMINAL FACE FRAMING. WHERE 2-2x USED, STAGGER PANEL NAILING BETWEEN STUDS. a UNLESS OTHERWISE NOTED, SHEATHING IS APA RATED SHEATHING PER STRUCTURAL NOTES. Typical Wood hear Wall Schedule COMMENTS: DRAWN AT SCALE: 1/2" r 1'-O" DRAWN BY: APPROVED BY: DATE ORIGINATED: 03APR98 REVISED BY 0 BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD97-0023 P.O. BOX 547 APPLIED: 01/21/97 ANACORTES, WA 98221 ISSUED: 01/30/97 (206) 293-1901 EXPIRES: 01/30/98 SITE ADDRESS: 3001 R AVE ASSESSOR'S PARCEL NO. : 4198-000-012-0000 PROJECT DESCRIPTION: Tenant improvements, Suite #106 — OWNER — CONTRACTOR — LENDER P. M. W. WOODMILL COPORATION P. 0. BOX 973 P.O. BOX 575 ANACORTES WA 98221 ANACORTES WA 98221 293-2596 293-8823 WOODMC09ICH TYPE OF WORK 'ADD AREA (sf) VALU. . . $: 12000 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY '999 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :7 BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :B :? : ? :? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : 5N :? :? :? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 135. 00 EF 01/30/97 6462 STBC $ 4.50 EF 01/30/97 6462 TOTAL $ 139.50 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. a, . sz� I i Issued by Applicant or ner's Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 h o o BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD93-0229 P.O. BOX 547 APPLIED: 06/10/93 ANACORTES, WA 98221 ISSUED: 06/10/93 (206) 293-1901 EXPIRES: 06/10/94 SITE ADDRESS: 719 30TH ST ASSESSOR'S PARCEL NO. : WOOLWORTH PROJECT DESCRIPTION: Construct inteior walls for tenant improvement, suite 104. — OWNER — CONTRACTOR — LENDER P. M. W. P. 0. BOX 973 ANACORTES WA 98221 293-2596 TYPE OF WORK •TEN AREA (sf) VALU. . . $: 16000 TYPE OF USE • IND LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 437 1ST FLR • 105 FRONT • 15 ft ZONING 2ND FLR • 0 SIDE • 10 ft :HEAVY INDUSTRIA: BASEMENT • 0 REAR • 10 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :B2 OTHER • 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 :5N NUMBER OF UNITS • 1 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 5: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PLCK $ 111.15 EF 06/10/93 1277 PRMT $ 171.00 EF 06/10/93 1277 STBC $ 4.50 EF 06/10/93 1277 TOTAL $ 286. 65 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issue by App icant or Owner's Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 ` MECHANICAL PERMIT CITY OF ANACORTES PERMIT NO. : MEC93-0136 P.O. BOX 547 APPLIED: 06/10/93 ANACORTES, WA 98221 ISSUED: 06/10/93 (206) 293-1901 EXPIRES: 06/10/94 SITE ADDRESS: 719 30TH ST ASSESSOR' S PARCEL NO. : WOOLWORTH PROJECT DESCRIPTION: Construct inteior walls for tenant improvement, suite 104. Install forced air furnace, gas water heater and gas piping. — OWNER — CONTRACTOR P. M. W. P. O. BOX 973 ANACORTES WA 98221 293-2596 TYPE OF WORK. . . :ALT BOILERS/COMPRESSORS- DOMES. INCIN • 0 TYPE OF USE • IND 0-3 HP • 0 COMML. INCIN •0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 0 : /GAS/ / / : 30-50 HP • 0 GAS WTR HEATERS: 1 FURN < 100K BTU: 1 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 0 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 0 > 10000 cfm. : 0 OTHER UNITS • 0 VENT FANS • 1 EVAP COOLERS. . . : 0 GAS OUTLETS • 2 VENT SYSTEMS. . . : 0 HOODS • 0 VENT W/O APPLI. : 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 38. 00 EF 06/10/93 1277 TOTAL $ 38. 00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with ally, ordinances and laws regulating activities covered by this permit. Cje& 2, Issued by Applicant o Owner's Signature 24 Hour Notice Required For All Inspections mecyrmt, Rev: 06/11/92 0 0 PLUMBING PERMIT CITY OF ANACORTES PERMIT NO. : PLM93-0070 P.O. BOX 547 APPLIED: 06/10/93 ANACORTES, WA 98221 ISSUED: 06/10/93 (206) 293-1901 EXPIRES: 06/10/94 SITE ADDRESS: 719 30TH ST ASSESSOR'S PARCEL NO. : WOOLWORTH PROJECT DESCRIPTION: Construct inteior walls for tenant improvement, suite 104. Install restroom. — OWNER — CONTRACTOR P. M. W. P. 0. BOX 973 ANACORTES WA 98221 293-2596 TYPE OF WORK •ALT KIT SINKS W/DISP: 0 WTR PIPING/TREAT: 1 TYPE OF USE • IND WASHING MACHINES: 0 HOSE BIBBS • 0 ELEC WTR HEATERS: 0 GREASE TRAPS • 0 WATER CLOSETS. . . : 1 LAUNDRY TRAYS. . . : 0 ADD'L FIXTURES. . : 1 BATH TUBS • 0 URINALS • 0 SHOWERS • 0 WASTE INTERCEPT. : 0 DISHWASHERS • 0 DRINKING FOUNT. . : 0 LAVATORIES • 1 FLOOR DRAINS • 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 48. 00 EF 06/10/93 1277 TOTAL $ 48.00 I hereby acknowledge that I have read this permit and state the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. .?ca% Issue , by plicant or Owner' s Signature 24 Hour Notice Required For All Inspections plmyrmt, Rev: 06/11/92 r (F 0 • Memo randum To: Jim Pemberton From: Don Measame 1 Date: 05/12/98 Re: Salvation Army The proposed new Salvation Army location at 719 30th Street seems to have been completed as only a shell with no apparent sewer GFC paid. The tenant improvement for the Salvation Army will include the following fixtures. Fixture Number Fixture Units Water Closets 5x6 = 30 Dishwasher 1x2 = 2 Lavatory 4x1 = 4 Kitchen Sink 2x2 = 4 Urinal 2x2 = 4 Slop Sink 2x3 = 6 Total 50 fixture units A total of 50 fixture units are proposed. Please let me know if a sewer GFC is required and the amount. Thank You. / ER6/ - 3o f=/,�• 4egif5 so = /G 7 F2f-t 5 /a 7 X 3s1CF3 C) Memorandum To: Ian Munce From: Don Measamer Date: 05/12/98 Re: Traffic Impact Fee— Salvation Army The proposed new location for the Salvation Army is 3001 "R"Avenue or 719 30th Street, Woolworth/Mixner building. It appears the structure was completed as only a shell with no traffic impact fees paid. The following are the proposed square footages for the tenant improvement. First Floor 8,309 square feet Second Floor 3,710 square feet Total 12,019 square feet (#560) 0.72 x 12.019 = 8.65x$400.00 = $3,460.00 Total Fee $3,460.00 leti-s-e„ 5/%3/9d Ian Munce Date 1 corr Memorandum To: Jim Pemberton From: Don Measamer Date: 05/12/98 Re: Salvation Army The proposed new Salvation Army location at 719 30th Street seems to have been completed as only a shell with no apparent sewer GFC paid. The tenant improvement for the Salvation Army will include the following fixtures. Fixture Number Fixture Units Water Closets 5x6 = 30 Dishwasher 1x2 = 2 Lavatory 4x1 = 4 Kitchen Sink 2x2 = 4 Urinal 2x2 = 4 Slop Sink 2x3 = 6 Total 50 fixture units A total of 50 fixture units are proposed. Please let me know if a sewer GFC is required and the amount. Thank You. '+?' 1 1 GEIGER ENGINEERS Geiger Gossen Hamilton Liao Engineers P.C. 12 Cornwall Avenue Bellingham, Washington 98225-5020 Phone 360- 734- 7194 Fax 360- 734- 7399 I CALCULATION SET COVER SHEET I ROJECT NAME: Woolworth -Meixner SA GGHL PROJECT#98808-23 ROJECT LOCATION: Anacortes EWNER: Salvation Army I LIENT: Marc L. Estvold AIA LIENT CONTACT: Marc L. Estvold DDRESS: 3110 Commercial Ave. -}- lent!) Anacortes,WA 9822, 2 The"design covered by these calculations is for work within an existing structure. Only that part of the Istructureimmediately affected by this work and shown or considered within this calculation set had been reviewed. Geiger Engineers is not responsible for any other part of the structure or any work being designed or performed by others which may impinge upon this work. LOADS: WIND SPEED: ' EXPOSURE: SEISMIC ZONE: III Rw:8 ROOF: 25 psf FLOOR: 125 psf OTHER: FOUNDATION BEARING PRESSURE: 2000 psf assumed GOVERNING CODE FOR DESIGN: 1994 Uniform Building Code STRUCTURAL CALCULATION INDEX \5 ?• �:� M1�� PAGE ITEM *Q ` 1 Cover Sheet r Framing Calculations / eV- 2-3 ,r `�/ 4-6 Seismic Calculations / ; , Is 1 SK-1 To SIC-i3 519UoW Qtr 36(AcLS 194, 4, mos Ea 4wm 4SSIONAL E��ti� ' l'AraCa 01W 75 I calc cover 11/10/95 (- JOB WOOLL.,,oerH . OEt1oDritti GEIGER ENGINEERS SHEET NO Z OF 6 Geiger Gossen Hamilton Liao Engineers P.C. HHH 4/ ` 1215 Cornwall Avenue CALCULATED BY E� DATE 'in? BELLINGHAM, WASHINGTON 98225 (360) 734-7194 CHECKED BY DATE FAX (360) 734.7399 e SCALE LL= 25 PSG ^ fo¢, ,000_D natt,viloc9 At3�7viL .LJk-�c.9rz stiACT LL = to D5G J S4o 4 LPMJ= 69" q r .� I.-�3 " Q� i�, r> 2 :< C, ate (c_ �-F- z bL = 6 c t,I C w4,1 da-Lt 4 pu A,,, ) LL = 2c psi + A4)D 10 c -core SNaLD 1/4bPt Aocic � BLSOA O2 St1hYl �2Ectiov.) C Lit- 3C P5FJ ,--r-L-= 4 ( cpSF a ytctiATj z " 9/- A— /Le uft°voQ, 5 cr \.:(V AO 5t= to xs -- L.6Ite-- ASSoNg C�A Z � R2e�.L,J �� tS `i3 aid Q — — 'a.. (3 56 . PaNS S /t 3a9 o — - �`�C� 2- 2x ju DS . I elx It20t ) ` a24.0 > t6co tt ii i1-r.'' S r? 3o(ocs I 27, 1 1t9-Y.t2 o• N,0, I —t aye a‘.., ,, kme& (�.•,,, SToaw5- n $U �.Er.} 1 J — i' Du 4,1,,,, LFvsti�A-n.Dlk s 6'7 e� Cr-ir, 4 3 , o C aw, I..AccF.t P--%$ - Wh tl� „-,c+r�l �/ Dx(o Ff y • R-tG,, � FS"'P t R - l,oS 1 (eve h,E.flG4 v�> i Ky DI 41 7rtP<6 F'Av `>{av-e F..nr,i...'.L 3v° • 1. , (IS $1G_ 'l I W 1 M +,,,,e W 1 t-d S�n6,P � Pant•l tlz" coK lo0 4" + G'l - '7 � ulintxt2 x g D-C, ijloc'r-= W„c, S\)sari - -Co._ -f.rEn E l. 54-un_w F, /t) 'Y ' Del IwM1 CI Z"saot• t 3.,."6 ,k_ c �, 4 1 ( >•t Y ,. 1 w F I ' - ,— _ 4 ' PoNy w� It b�VF �.�, a K� WN,nSIuaA(' /7'` a 51oti5 oJr I ° Ab,.,E f cs,>.... fV (ovv v oaE Fa.-f CAWo�i� i. _ ' io y 1 l,.Fl H)r r r.,LaE s.tr, / 24 �., c Ow-r.90t µra, as 7,/7 b�,,y l _ y,�r �— at�.� N. / ;`3�,`a .� b+nl. t Mr. ly l is ShaP 3o„� 7 `D � �.� CE,r(.Cr< %rV lr,?W✓L t L,.0V1� y ? ZC4a L -}_,Ep o s.f. a. t i . J . • <— > S ' >1 _ 1 — — 25 I st > K----------- -, s j ____T--- 1 s < my .—�. 1� c'} 1,0h 1-nr1 qu,--A r, w}s iA rO -0344 0-3553DiA }Y n-t^a, , /T . r ie,Jc_ S)1fenCl ate-aro.7 J �� // ,� G'3 h °� ky��,,�s �� \ , - v 1 `1 .J".n,,7G ' I Ham) \NMs pow1�Q, 1 'r `� i y II1 y ni- r i . �wis�`drn �rc�d1 sc �Hoc1 �j _ rV x C J_ ! �-� v „, , r__, 46„.„,,, srt, 9...-09 n , LCx)< "If 1913 if-, C S '7 in a} r.,rac\, a,wt -gioic'i tan. • •7-o B xZ1xc 11n t nh COao1 o7 ,I-I 1 �.. - — ,aQ�a tia3 �s ' Ca> 1) ,,,Vr.d J.1..fi_s nV.. «^9 Cd1,y� '4 cvLl) - -—II f �� vv�tri 1v+ vr6 hs. t',.so"d 31 Q1i.a) V 9 Ca soil a1 d, 6� G� ieyt-'z1 "= v`3 '1xC ��� n 'red- 19a ,& "�' C itl i esvc ti i.,--1) i-"'h a S> fi1-311"a ___ c -.5 i-r,ro 1d) .pat.n -C H t c)t s -i C,-t 1''v 0(i\ y 1ti -M 1, "C. .-.)A i✓ ._. ,�Z • • <r,7-> .at' r., r:tt"'- • 3 - 764 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ACCESSIBILITY kr* r5, • , REQUIREMENTS OF WASHINGTON STATE CZ- BUILDING CODES. APPLICANT IS RESPONSIBLE FOR VERIFICATION OF COMPLIANCE WITH FEDERAL LAW. rtnn (AMERICANS WITH DISABILITIES ACT ,m• r AND/OR FEDERAL FAIR HOUSING ACT) Lrit5 zpolaihy,! t:J cl ! Liigkit? :Jo tcc.Lcu:3y ce: oft occfri,±cfincy rt;realty VVusnn9, jn mow aocroy qoop ba complied wit FOR ELECTRICAL INSPECTION CONTACT DEPT. OF LABOR AND- INDUSTRIES 525 E COLLEGE WAY, SUITE H MOUNT VERNON, WA 98273 (428-1350) n C SS SECTION (1-114" FLANGE) - ALLOWABLE WALL HEIGHT(ft.) DEFLECTION LIMIT a L/120 DEFLECTION LIMB•L/240 Imollb.m Iro Col bad 5152 1501E 20 PSF _ 2508E 3018E 40P5F 5PSF 15 Pei 2008E 25101f CPC 10 PIE 'ITN SPACiq STUD SPACING STUD SPACING STUD MACHO STUD SPACOD STUD NAGNH STUD SPADING STUD SPACING STUD SPACING STUD SPICING STUD NACID STUD b401011 DEPTH 12 11 N 12 /0 21 12 11 24 12 11 N 12 10 24 12 16 24 DEPTH 12 16 21 12 10 24 12 16 N 12 10 24 12 10 N 12 10 24 200410E y.33 K81 20 GAUGE Ff•a3181 105 122 WI I7 tb 7.7 5.7 7.7 7.0 II 72 66 5.5 0.7 DI 60 4.1 63 4.3 1125 97 SI 7.7 1.7 11 5.3 61 la 4.9 5.7 5.2 4.5 53 41 4.2 4.0 4-4 3.1 2507 17.0 154 13.5 III 10.7 03 10,7 5.7 1.1 59 19 7.2 I3 11 00 9.1 7.0 5.7 2500 13.5 122 10.7 53 11 7.4 25 7.7 5.1 79 72 SO 7.4 17 5.1 17 11 69 3500 220 200 17.5 15.3 119 11.7 119 124 10.1 121 III 11.0 11.7 101 12 101 1.1 1.1 3.500 17.5 15.0 119 12.1 11.0 IA 11.0 100 17 10.2 13 al 5.5 117 7.0 17 7.11 IA 31 5 221 200 -190 117 142 11.0 14.2 122 10.3 131 11.3 S2 110 103 14 103 1.0 7.3 3.125 110 IIA 14.3 124 11.3 Le 113 10.3 9.0 10.5 OA 53 99 WO 7.1 1.0 52 7.1 4000 24.4 222 194 Ile 111 12.8 IS• 19.5 11.0 14.0 121 9.0 121 11.0 0.0 111 16 7.9 4.000 194 17.0 154 111 123 10.7 122 11.1 0.7 11.3 10.3 11.0 10.7 I 1.5 07 9.6 7.7 -111:00 NA '307 .201 134 200 110 20.1 10.0 14.7 IBA 10.1 131 109 147 12.0 14.7 127 to 0.000 2111 24.4 21.3 110 Ili 1411 101 16.1 114 11.1 14.2 124 NA 114 11.7 111 12.2 104 t50AUGE -.5?.33K81 16 GAUGE Fe aNMI ' 2.500 136 117 141 121 11.1 10.1 111 105 II 101 111 52 101 3.1 7.3 11 7.1 05 2.500 14.1 13.3 111 10.1 /2 1.0 143 •4 73 la 71 ILO MI 73 14 73 10 la 3.500 230 21.7 110 116 15.1 /32 ISI 127 II4 140 12.5 $02 13.2 11.1 1.3 11.4 9.9 21 3.500 100 173 15.1 132 120 10.4 120 109 9.$ 11.1 10.1 SI 104 1.6 11 16 .1.1 111 3125 34.6 22.3 10.5 120 115 13.5 15.5 14.1 11.7 144 120 10.5 13.5 11.7 1A 11.7 10.1 8,3 3125 Its-17.7 15.5 136 121 10.7 123 112 11 11.1 104 CI 107 9.1 IS 9.9 5.1 7.7 0' 4 ON 206 24I 711 IBA 167 I46 If 152 125 15.5 137 112 145 12.5 103 12.5 101 59 4.000 21.1 10.2 167 14.0 131 tf9 113 111 10.5 123 11.2 111 III/ 10.5 92 101 1.0 14 IMO 30.0 334 20.2 255 212 191 233 204 117 21.1 113 119 113 14.7 131 10.7 144 11,9 •000 29.2 20.5 212 202 111 111 114 It? 149 17.1 165 131 III 14.1 121 141 133 11.11 6A17 447 424 VA 324 202 AA 293 25.3 200 261 22.6 III 23.0 200 118 201 I11 I46 I000 3T0 31.7 24 25.7 21$ 24 Al 212 It VT It? 173 204 $1.3 161 ITS III 14/ 10.000 5114 51.2 447 351 145 2113 14.0 30.0 246 31.0 Ns 219 2113 24.6 200 24.5 21.2 17.3 10000 41.7 401 255 31.0 21.2 21.1 n2 251 22.4 262 At 301 24.6 224 195 224 203 17.3 12 N0 N9 50.9 52.3 457 400 315 CO 345 21.3 Al 31.0 25.3 32.6 2113 Al 20.3 24.5 20.0 12.000 52.3 47.5 41.6 30.3 310 St 33.0 CO 2132 300 271 N.3 2/0 212 229 212 23.6 200 r 110AUOE F7.401011 1IGAUGE Py.b1091 2500 190 110 157 117 124 100 12.4 11.3 II 11.6 10.5 12 10.9 0.1 11 IA 10 7A 2.500 15.7 14.2 12 4 10.1 5A l6 9.9 50 7.1 5313 7.3 l0 TA 19 7.6 7.1 12 1500 257 234 204 171 112 112 103 11.7 120 110 137 111 14.2 121 112 12.6 11.7 SI 3500 204 11.5 11.2 112 129 112 121 11.7 10.2 11.9 10.1 95 113 10.2 le 103 1.3 11 iv'y 3.625 201 240 71.0 113 10,7 14.5 16.7 151 13.2 15.5 14.0 123 14.5 112 111 132 120 10,24.000 N N UQ3.625 21.0 107 111 13.2 120 10.5 123 11.1 07 11.5 10.5 e3 15 1.3•.O .1 O 22l IS. IS.7 110 101 N3 11.7 152 III 157 NA 12.E 14.3HO 10.0 4.000 72.7 20.1 110 HI 14,1 125 NA 13.0 11.3 13.3 121 10.5 125 11.311 11.3 10.3 0.0 1000 19 215NA .2 5 _31.0 11.3 b 25.0 25.0 22-7 110 20 211 R3 21.1 11.111.7 11.1 17.0 141 1,000 MI NA 250 NA H9 17.1 NA 1lO 157 11A 117 14A 173 157 11.7 15.7 14.1 115 ry\ 1000 10.3 457 20.1 NS 31.7 27.7 31.1 201 251 NA 31.7 227 27.7 23.1 207 25.1 220 110 ONO NJ 36.3 317 27.7 CI 220 AI 22.S 20.0 211 212 155 220 20.0 17.1 20.0 III 10.9 10.000 00.7 662 452 421 362 334 20.2 N.7 20.1 35.6.323 27.0 if 10I NA 90,1 N1 21.3 10.000 452 43.1 362 Al 101 205 30.4 TA 24,1 711.2 AO 224 215 24.1 210 241 21.5 11.1 12000 71.0 641 IA 402 M.7 VI 44.7 M.1 14.0 41.5 31.7 31.1 al 54.0 N• NA N1 NA 12000 NA 513 44.7 III 165 11,0 $5.5 323 202 13.0 CO 202 31.0 ffiA 24.6 2e2 250 A• 14 GAUGE 07440K9/ 14 SALMI y.40101 e 3100 271 251 21.9 Mt 17.E 152 17A 15.0 111 1e.1 141 170 152 III 1201 120 121 100 1.500 211 101 17.4 162 13A 1213 MS RA ICA 111 11.6 102 120 10.1 Ss 10.1 1.9 17 3625 2.4 AI 225 IV 171 15.6 17.1 102 143 III 151 132 15.1 14.2 124 14.2 12,0 11.3 3026 AS 205 17.9 1611 14.2 124 14.2 121 111 132 120 10.4 124 111 19 11.3 10.2 59 4.103 307 279 213 N3 19.3 III 19.3 171 163 17.0 113 14.2 169 10.3 114 III 131 131 4,000 N.5 141 113 111 153 111 16.3 13.0 122 14.2 111 11.3 134 12.2 10.0 122 11.1 07 •000 42.1 N7 33• CS 20.1 A4 116 N4 21.3 24.9 221 155 AA 21.3 ISA NA 150 102 1.000 A./ 3.1 NA 224 NA IRA 213 113 /0,I 141 $SO 15.7 115 16.1 14.6 Ile 1S4 11.4 _-- _ - 1000 N.1 481 429 NA_NJ__al NI 3oA-9.0 a+.e A117 151 2110 27.0-221 27.011.E 20.0 saN 00 31.0-N.1A0-2/.0A1 T.0 149 2(A 251 Al 19.1 20.0 1.6 18.7 215 116 17.0 10.200 153 20.3 $1.1 453 41.1 35.1 41.1 374 -32.7 362 147 30.1 15.11 227 27.5 12.7 201 1111.11 10.000 511 47.1 41.1 359 127 23.5 217_CT 25.11 3.1 V.5 24.1 2/5 NI ae 210 25.0 201 12000 764 1194 007 530 401 CI 4.1 437 38.3_41.7 40.0 NA 01 111.2 11.7 31.2 33.1 21.5 52000 1101 551 MI 411 202 ffiA 342 547 30,3 35,6 222 203 234 30.3 205 33 21.6 211 12011.10E . y.MCI 428442E y.40 1061 3500 ID 27.1 244 213 19.4 III 114 17.5 15A 111.0 113 NA 15.A 15A 134 154 14.0 12.2 3500 NA 222 19.4 15.9 15.4 134 154 14.0 12,2 14.3 13.0 11.3 11.4 12.2 107 122 11.1 07 34125 III 217 251 NA 10.9 17.4 19.9 II1 _15.0 11.5 111 147 17.4 155 111 15.1 11.1 12.1 3.62$ 351 22e 11.0 17.4 15.1 131 151 144 116 14.7 113 11.7 131 120 11.0 120 11.4 100 4.000 214.3 311 21.2 235 21.1 III 21• 190 17.1 20.0 112 15.1 tag 171 15.0 171 131 13.6 4000 27.2 N.7 21.0 1/0 17.1 110 17.1 151 135 15.1 14.1 12.1 160 13.6 111 136 12.4 10.0 60N 477 413 31.1 33.1 SO 20.3 101 27.3 300 270 25.3 ttI 253 210 201 21.1 21.7 10.0 0.000 37.9 144 301 202 23.0 209 23,9 21.7 189 22.1 20.1 171 20.1 IS0 10.5 119 17.2 ISO 901:10 107 551 MI 421 352 AA 38.2 347 30.3 355 322 202 134 30.3 24.5 203 271 As 1011) MI 43.7 0113 334 3.3 20.5 30.3 279 241 20.2 350 22.3 10.5 241 710 241 219 101 10.100 713 Ma 612 NA 46,2 404 441 42.0 CT 42.3 16.0 NA 101 NT 22.0 TUT 33.3 211 100N 152 5I9 16.2 404 16.7 12C 24.7 331 29.1 NO MA 21.0 12.0 Al 25a 71 264 23.1 12,000 N 9 710 N I ND 54.1 41.2 541 491 420 50.2 45 0 30.9 47,2 12.9 37.5 42 0 32 0 22 7 12 030 M 1 01.1 24.1 47.2 42.0 37.5 420 N 0 N I 10.1 210.2 31.1 31-5 II 1 21 N 1 31 0 27.0 NOTES 1TIN one Irden.N.Inw nd mood roman sot Hun 5,the EC Ramon THY 2 The MA411.0 PrIlon MiM*•to base on Its Her el the r.pieneN401limn,with a btl OnIon Rm404 e133-Il3 percent,co•MYelen 01141 to 444e4 WM•woo elslwre ate%P••Ne1,eta wtl tomes.mot 14 eto0156 to mon ceneYM.M eeclen 2l 017 at U 1.0 I1.0I14'd Ne-2-0 3 TIe YYIIMd Maria are Sad e43T to DrIMI eypeum ntcete M4.nd to eat Hod on men Me linkman Nunn°is He 6.Type 3-12 DM-d' no erl+el pan-MC co 5411e-I555e.ewe MNnee al 6 echo en each*tit tmnge 4 The teal NW i.np en F'eclr en W.( 0 0 BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD93-0510 P.O. BOX 547 APPLIED: 11/16/93 ANACORTES, WA 98221 ISSUED: 11/17/93 (206) 293-1901 EXPIRES: 11/17/94 SITE ADDRESS: 719 30TH ST ASSESSOR' S PARCEL NO. : 4198-000-012-0000 PROJECT DESCRIPTION: Tenant improvements. — OWNER — CONTRACTOR — LENDER P. M. W. P. 0. BOX 973 ANACORTES WA 98221 293-2596 TYPE OF WORK •ADD AREA (sf) VALU. . . $ : 10000 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 437 1ST FLR • 0 FRONT • 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :COMMERCIAL BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- : ? : 2 :7 : 7 OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : ? :? :? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PLCK $ 76. 05 MD 11/17/93 1740 PRMT $ 117. 00 MD 11/17/93 1740 STBC $ 4.50 MD 11/17/93 1740 TOTAL $ 197 .55 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered bythis permit. egula g intf Ali)✓A- Issued by Applic or Owner' s Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 l 0 PLUMBING PERMIT CITY OF ANACORTES PERMIT NO. : PLM93-0156 P.O. BOX 547 APPLIED: 11/16/93 ANACORTES, WA 98221 ISSUED: 11/17/93 (206) 293-1901 EXPIRES: 11/17/94 SITE ADDRESS: 719 30TH ST ASSESSOR' S PARCEL NO. : 4198-000-012-0000 PROJECT DESCRIPTION: Tenant improvements. — OWNER — CONTRACTOR P. M. W. P. O. BOX 973 ANACORTES WA 98221 293-2596 TYPE OF WORK •ADD KIT SINKS W/DISP: 0 WTR PIPING/TREAT: 0 TYPE OF USE •COM WASHING MACHINES: 0 HOSE BIBBS • 0 ELEC WTR HEATERS: 0 GREASE TRAPS • 0 WATER CLOSETS. . . : 1 LAUNDRY TRAYS. . . : 0 ADD'L FIXTURES. . : 0 BATH TUBS • 0 URINALS • 0 SHOWERS • 0 WASTE INTERCEPT. : 0 DISHWASHERS • 0 DRINKING FOUNT. . : 0 LAVATORIES • 1 FLOOR DRAINS • 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 34. 00 MD 11/17/93 1740 TOTAL $ 34 . 00 I hereby acknowledge that I have read this permit and state the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. it Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections plm_prmt, Rev: 06/11/92 MECHANICAL PERMIT II CITY OF ANACORTES PERMIT NO. : MEC93-0291 P.O. BOX 547 APPLIED: 11/16/93 ANACORTES, WA 98221 ISSUED: 11/17/93 (206) 293-1901 EXPIRES: 11/17/94 SITE ADDRESS: 719 30TH ST ASSESSOR'S PARCEL NO. : 4198-000-012-0000 PROJECT DESCRIPTION: Tenant improvements. — OWNER — CONTRACTOR P. M. W. P. 0. BOX 973 ANACORTES WA 98221 II, 293-2596 TYPE OF WORK. . . :ADD BOILERS/COMPRESSORS- DOMES. INCIN • 0 TYPE OF USE •COM 0-3 HP • 0 COMML. INCIN • 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 0 : /GAS/ / / : 30-50 HP • 0 GAS WTR HEATERS: 1 FURN < 100K BTU: 2 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 0 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 0 > 10000 cfm. : 0 OTHER UNITS • 0 VENT FANS • 0 EVAP COOLERS. . . : 0 GAS OUTLETS • 1 VENT SYSTEMS. . . : 0 HOODS • 0 VENT W/O APPLI. : 0 FEES — NO TES Code Amount---- By- Date---- Receipt ' PRMT $ 42 .50 MD 11/17/93 1740 TOTAL $ 42 .50 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and Laws regulating activities covered by this permit. Issued by Applicant or Owner's Signature 24 Hour Notice Required For All Inspections mecjrmt, Rev: 06/11/92 PLUMBING PERMIT CITY OF ANACORTES PERMIT NO. : PLM92-0081 P.O. BOX 547 APPLIED: 10/22/92 ANACORTES, WA 98221 ISSUED: 10/26/92 (206) 293-1901 EXPIRES: 10/26/93 SITE ADDRESS: 719 30TH ST ASSESSOR'S PARCEL NO. : WOOLWORTH PROJECT DESCRIPTION: Steel and wood frame building — OWNER — CONTRACTOR R.A. WOOLWORTH 3110 COMMERCIAL ANACORTES WA 98221 293-2596 1 TYPE OF WORK NEW KIT SINKS W/DISP: 0 WTR PIPING/TREAT: 1 TYPE OF USE •COM WASHING MACHINES: 0 HOSE BIBBS • 0 ELEC WTR HEATERS: 0 GREASE TRAPS • 0 WATER CLOSETS. . . : 11 LAUNDRY TRAYS. . . : 0 ADD'L FIXTURES. . : 0 BATH TUBS • 0 URINALS • 0 SHOWERS • 0 WASTE INTERCEPT. : 0 DISHWASHERS • 0 DRINKING FOUNT. . : 0 LAVATORIES • 11 FLOOR DRAINS • 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 181. 00 MG 10/26/92 44590 TOTAL $ 181. 00 I hereby acknowledge that I have read this permit and state the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. /�7 r� C p lQJJ (77-rac Q Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections plm_prmt, Rev: 06/11/92 MECHANICAL PERMIT CITY OF ANACORTES PERMIT NO. : MEC92-0116 P.O. BOX 547 APPLIED: 10/22/92 ANACORTES, WA 98221 ISSUED: 10/26/92 (206) 293-1901 EXPIRES: 10/26/93 SITE ADDRESS: 719 30TH ST ASSESSOR'S PARCEL NO. : WOOLWORTH PROJECT DESCRIPTION: Steel and wood frame building r OWNER — CONTRACTOR R.A. WOOLWORTH 3110 COMMERCIAL ANACORTES WA 98221 293-2596 TYPE OF WORK. . . :NEW BOILERS/COMPRESSORS- DOMES. INCIN • 0 TYPE OF USE •COM 0-3 HP . 0 COMML. INCIN • 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 0 : /GAS/ / / : 30-50 HP • 0 GAS WTR HEATERS: 0 FURN < 100K BTU: 0 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 0 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 0 > 10000 cfm. : 0 OTHER UNITS • 0 VENT FANS • 8 EVAP COOLERS. . . : 0 GAS OUTLETS • 0 VENT SYSTEMS. . . : 0 HOODS • 0 VENT W/O APPLI. : 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 51. 00 MG 10/26/92 44590 TOTAL $ 51. 00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections mec_prmt, Rev: 06/11/92 0 PLUMBING PERMIT CITY OF ANACORTES PERMIT NO. : PLM93-0106 P.O. BOX 547 APPLIED: 08/04/93 ANACORTES, WA 98221 ISSUED: 08/04/93 (206) 293-1901 EXPIRES: 08/04/94 SITE ADDRESS: 719 30TH ST ASSESSOR'S PARCEL NO. : WOOLWORTH PROJECT DESCRIPTION: Irrigation system. — OWNER — CONTRACTOR R.A. WOOLWORTH AUSTIN IRRIGATION 3110 COMMERCIAL ANACORTES WA 98221 293-2596 481-9270 AUSTI11085J3 TYPE OF WORK •ADD KIT SINKS W/DISP: 0 WTR PIPING/TREAT: 0 TYPE OF USE •COM WASHING MACHINES: 0 HOSE BIBBS • 0 ELEC WTR HEATERS: 0 GREASE TRAPS • 0 WATER CLOSETS. . . : 0 LAUNDRY TRAYS. . . : 0 ADD'L FIXTURES. . : 1 BATH TUBS • 0 URINALS • 0 SHOWERS • 0 WASTE INTERCEPT. : 0 DISHWASHERS • 0 DRINKING FOUNT. . : 0 LAVATORIES • 0 FLOOR DRAINS • 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 27. 00 MD 08/04/93 1478 TOTAL $ 27.00 I hereby acknowledge that I have read this permit and state the above information is correct, and agree to comply with all ordinances and Laws regulating activities covered by this permit. Issued by Applicant or Owner's Signature 24 Hour Notice Required For All Inspections plm_prmt, Rev: 06/11/92 W Lwock- p- A46 Sic 7e 3c T Ft- .5 G 9,212E T t' imy- - - I czci 3 G N R� m as in ' J COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM94-0056 P.O. BOX 547 APPLIED: 04/11/94 ANACORTES, WA 98221 ISSUED: 04/11/94 (206) 293-1901 EXPIRES: 04/11/95 SITE ADDRESS: 3001 R AVE ASSESSOR' S PARCEL NO. : 4198-000-012-0000 PROJECT DESCRIPTION: Tennant improvem nts — OWNER NTRA R — LENDER ANACORTES DIESEL S GI N 0 P.O. BOX 130 42 . S CE ANACORTES WA 98221 BU INGT WA 98233 293-3000 — FEES TYPE OF WORK •ADD AREA (sf) VALU...$: 10000 Code Amount---- By- Date---- Receipt TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- PRMT $ 117.00 MD 04/11/94 2310 Ii CENSUS CATEGORY •434 1ST FLR • 0 FRONT • 0 ft PPLM $ 48.00 MD 04/11/94 2310 ZONING 2ND FLR • 0 SIDE(1)..: 0 ft STBC $ 4.50 MD 04/11/94 2310 :LM BASEMENT • 0 SIDE(2)..: 0 ft OCCUPANCY GROUP GAR/CARPORT...: 0 REAR 0 ft :B1 :? •? •? OTHER 0 REQUIRED PARKING-- TYPE OF CONSTRUCTION TOTAL • 0 :5N •? •? :? : NUMBER OF UNITS • 0 ACCESSIBLE.: 0 OCCUPANT LOAD STORIES • 0 COMPACT • 0 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •O •? 0-3 HP • 0 COMML. INCIN •0 FURN < 100K BTU: 0 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 169.50 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 0 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 0 — NOTES 1 UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 0 1 VENT FANS • 0 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/0 APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 0 HOODS • 0 WATER CLOSETS...: 1 WASHING MACHINES: 1 FLOOR DRAINS • 0 BATH TUBS • 0 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 0 SHOWERS • 0 LAUNDRY TRAYS...: 1 HOSE BIBBS • 0 DISHWASHERS • 0 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 1 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 0 DRINKING FOUNT..: 0 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 s F J,I ., i nF5 ; f off ) (1,- , U. C. _I o j� 1 L_ �.d. tt. 1 r fia , 1 '' ".- I 1 17,'I . /` ti TA r3 ro , y � :in" 0' ..1 :4--ji ii .. , t l 1, - I-I u I 9 A S 1� __I. r, IHI" ,ai. _ . z ..xw � , '1!k>2Oct, �r 1 Uf �� c7 �/ - 6cps...1 1 `7,r{30 9f axe. / � 1_ � r ' �—� I` � i P1 a /7 e-ye, 4100,..fl► )-k 3 ad_,. �� ..fin __I ! , 4'1 7, t . i 1 ,,, __ i ,________t_. . +� 0 9-1-"7 A/ I (1 I 1 \_ '�1 - , j______�__.._. <,1 103'1 ►arc o� ` ? .� � • � I C- \ // e•e-�'�J f Y,r'',�'.:.n rl r'.r,i 1- ty.„-M1�['. "rt : .V, v. /''' '._ �:� _\� - :/,3. ,.. 1,.' F:.,-i.'t; ' r. .�'n_s FI (u - , .I.; c: ' ! 3. '' } Wto kV , _....1. , I 2 i ----� ELF-..a._..:#�.- 1 � n ,. r , d ` , I • v�� y�cfi - i 1_ c �,. Jr,. . \ rJ � CI r-, j 7fa-III -1 fr -w+ for hr...}ts' ` X Z✓' t� ._ kk7 VX ? v 1 N •- • 4' cp p 7 24f/ a4io ) vJx0 , 1 _ I i_ L • I If I ;, 1 1 ' ( 1 li 4 �� I I i gr+n7-7 ;?T'.,7PliFTfs•'g-a!R'}'MI" '°"..VVVI?,zt'.A2S7,'%SS,1`lrMinic54,5 1MR:MARIMO "Y.ETA "kfii;Wt, .," '%5,7rni '.?':} r9*'P"' z"Ft-77.r"7"F-7M5,7n Y.r'''m ' - ' '`^`� ._4 :_ *w'-y ;+; fi�". ,tea,-E:s_ .{a '. "' -: -wt.- r) ti • -417iGI vit Off 74,12?-ii --7 Joc• -,....1cri irml Q "\? o ( 1 \ l j ; E )I •! c S I / 0 4---+•,—_ IIMINI 1. ..-r --\.,t \ w f - - - y, ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. N PERMIT CENTER N P.O. BOX 547, ANACORTES, WA 98221 1891,1991 4' IAN MUNCE, DIRECTOR ?'E StS EDWIN FRANK, BUILDING OFFICIAL November 22 , 1991 Site Plan Review Woolworth/Meixner Building 719 30th Street Marc Estvoid , Architect Use Zone: Heavy Manufacturing Lot Area: 53 ,874 Sq . Ft Building Area: 14 , 936 Sq . Ft Building Height : 2 stories , 30 feet Occupancy : B-2 , A-3 (wholesale/retail , restaurant) Construction Type: VN The site plan review committee met Thursday , November 14, with the following members present Ed Frank , Cecil Little, Doug Terry , Bob Clumpner. The following comments are based on the attached outline . 1 . Site plan is drawn to a reasonable scale showing all dimensions necessary for calculating land coverage . 2 . The location of property lines appear to be OK as shown . 3 . Setbacks shown are OK . 4 . The building location and dimensions including height are OK as shown. 5 . Type of construction is Type VN , wood and steel frame. 6 . Number of units is not applicable . 7 . No easements of record or contemplated are shown . 8 . The landscaping area shown is OK. Provide a landscaping plan for approval prior to landscaping . 9 . The location of the proposed sign is Ok as shown contact the building department for specific sign size limitations before proceeding with sign design . The sign will be under separate permit. 10 . The location of parking and required number of stalls including handicapped parking meets the minimum requirements . 11 . The location of the driveway is Ok as shown . The minimum width of access should be 30 feet. 12 . The location of solid waste containers is OK as shown . To facilitate access to the solid waste containers and around the building we are requesting that "No Parking Fire Lane" sign be posted along the retaining wall at the south property line. The size of the dumpster inclosures and the sight screening has not been provided . Note that state law will require space be made available for recycling containers in the near future . 13 . The location of existing streets, curb and gutter, width and location of sidewalks , is Ok as shown . We will require that a wheelchair ramp be provided at the intersection of 30th and R if such access is not available at this time . 14 . The location of existing storm sewer and catch basins appears to be Ok. On site storm drainage control has not been designed at this time . Note that Bio- filltration should be provided on site . The site plan does not appear to allow room for Bio-filltration . An oil water separator is required in the storm water discharge system. 15 . The location of existing water mains and fire hydrants is OK as shown . Fire department requests installation of a fire hydrant at the northeast corner of property . This requirement is based on building size and distance from the hydrant to the furthest point of the building . 16 . The location of existing sanitary sewer collectors appears Ok as shown . No information is provided for the side service design . A sampling manhole will be required on site and accessible by city crews . A grease trap is required for the restaurant . Complete and submit an application for industrial discharge permit. 17 . Establishment of a home owners or condominium association does not appear appropriate . 18 . Existing zoning is Heavy Manufacturing . The proposed density is Ok as shown . 19 . Topography and elevation points are adequately shown . The cross sections through the lot including streets and or alleys have not been shown . 20 . Shorelines designation does not apply . 0 21 . State Enviormental Protection Act Checklist has been submitted . Before the site plan review can be completed the above information must be submitted for review. If you have any questions please feel free to contact us at 293-1900 . Sincerely , CITY OF ANACO TES Edwin A. Frank Building Official EAF :mg cc. Jim Pemberton Dave Ford Doug Terry Cecil Little Bob Clumpner 0 rTh Copies of the Americans with Disabilities Act , Title II and Title III may be requested from: Office on the Americans with Disabilities Act Civil Rights Division U . 5 . Department of Justice P . 0 . Box 66118 Washington , D .C . 20035-6118 Telephone: ( 202 ) 514-0301 ( Voice ) ( 202 ) 514-0381 ( TDD ) ( 202 ) 514-0383 ( TDD ) % , Copies of the Americans with Disabilities Act , Title II and Title III may be requested from: Office on the Americans with Disabilities Act Civil Rights Division U . 5 . Department of Justice P . O . Box 66118 Washington , D .C . 20035-6118 Telephone: ( 202 ) 514-0301 ( Voice ) ( 202 ) 514-0381 ( TDD) ( 202 ) 514-0383 ( TDD ) 0 DETERMINATION OF NONSIGNIFICANCE Description of Proposal: Construction of exterior shell and site improvements for a 15,000 square foot building. Building to be constructed for wharehouse/office/retail/restaurant. Proponent: Ron Woolworth Location of Proposal. including street address if any At the intersection of 30th Street and "R" Avenue - southeast corner. Lead Agency City of Anacortes The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43 .21C.030(2) (c) . This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS. XX This DNS is issued under 197-11-340(2) ; the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by November 22. 1991., Responsible Official Ian S. Munce Director of Planning and Community Development P.O. Boxs 547 Anacortes, WA 98221 (206) 293-1900 9>1 /ga,0-c-- 1 i -G- 9 s Signature Date PUBLISH: November 13, 1991 iN {• ENVIRONMENTAL CHECKLIST FORM A. BACKGROUND 1 . Name of proposed project, if applicable : Woolworth - Meixner Building 2 . Name of applicant: Ron Woolworth • 3. Address and phone number of applicant and contact person: Ron Woolworth 3110 Coimtercial Aveque Contact Marc Estvold 293-5500 4 . Date checklist prepared: 11-1-91 5. Agency requesting checklist: _ City of Anacortes 6. Proposed timing or schedule (including phasing , if applicable) : Inmediate construction of exterior shell and site improvements. Tenant improvements as Tenants are identified. -nit P,Coeos l pan". foo i P4ivr covets fIPPRoxo ra y /S, 000 stzwle6 7 . Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, ex- plain. NO 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal . NONE flEk N • 9 . Do you know whether applications are pending for governmental ap- provals of other proposals directly affecting the property covered by your proposal? If yes , explain. NO • 10. List any government approvals or permits that will be needed for your proposal, if known. City Building Permit 11. Give brief, complete description of your proposal , including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat these answers on this page. This building will be constructed for wharehouse and office type uses with some retail associated'with the warehousing and possibly a restuarant 12. Location of the proposal. Give sufficient information for a person ' to understand the precise location of your proposed project, in- cluding a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site (s) . Provide a legal descrip- tion, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. • At the intersection of 30th and R Avenue South East corner. B. ENVIRONMENTAL ELEMENTS 1. 'Earth a. General description of the site (circle one) : Flat, rolling, hilly, steep slopes, mountainous, other Gentle Slope b. What is the steepest slope on the site (approximate percent slope) ? 10% + • • c. What general types of soils are found on the site (for example, clay, sand, gravel , peat, muck) ? If you know the classification of agricultural soils, specify them and note any prime farmland. Clay & Normal top soil d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. There will be some grading of the site to level it up, Generaly moving material from Westside to Eastside • f. Could erosion occur as a result of clearing , construction, or use? if so, generally describe. None antisipated g . About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or • buildings) ? 90% + • h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: • None required 2. Air a. What types of emissions to the air would result from the proposal (i.e. , dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Normal construction dust etc. none fran the building or building users. Li b. Are there any off-site sources of emissions or 'odor that may affect your proposal? If so, generally describe. NONE KNOWN • c. Proposed measures to reduce or control .emissions or other impacts to air, if any: NONE REQUIRED 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds,- wetlands) ? If yes, describe type. and provid' names. If appropriate, state what stream or river it flows into. NO • • 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. NO • 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water. or wetlands and indicate the area of the site that would 'be affected. Indicate the source of fill material. NONE 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. NO t. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. NO 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO b. Ground: • 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general descriptidn, purpose, and approximate quantities if known. NO 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example : Domestic sewage, industrial, containing the following chemicals. . . ; agri- cultural; etc. ) . Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) are expected to serve. NONE • c. Water Runoff (including storm water) : 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. All site water will be collected on site and piped to City storm sewer. 2) Could waste materials enter ground or surface waters? If so, generally describe. NO d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: None required 4 . Plants a. Check or circle types of vegitation found on the site: deciduous tree: alder, maple, aspen, other _ evergreen tree: fir, cedar, . piner bther s ; .. shrubs x grass Black Berry Bushes _ pasture crop or grain _ wet soil plants: cattail, buttercup, bulirush, skunk cabbage, oth _ water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Most of existing brush. c. List threatened or endangered species known to be on or near the site. None Known • • • d. Proposed landscaping, use of natiire"p3ants,' or other measures to preserve or enhance vegetation on the site, if any: Yes, plants normal to this area. • 5. Animals • a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds : hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None known c. Is the site part of a migration route? If so explain. NO d. Proposed measures to preserve or enhance wildlife, if any: None required - 6. Energy and Natural Resources fr a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project' s energy needs? Describe whether it will be used for heating, manufacturing , etc. Gas heat, electric light, and cooling b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. NO c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Compliance with Washington State Energy Code • 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe. None antisipated , ., 1) Describe special emergency services that might be required. Normal emergency services 2) Proposed measures to reduce or control environmental health hazards, if any: None required • b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other) ? Sandblasting 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example : traffic, construction, operation, other) ? 'Indicate what hours noise would come from the site. Construction noise only. Then normal vehicle noise 3) Proposed measures to reduce or control noise impacts, if any : ji n.p ry]»i red 8 . Land and Shoreline Use a. What is the current use of the site and adjacent properties? Vacant - Adjacent properties- Boat building , painting b. Has the site been used for agriculture? If so, describe. ' Not to our knowledge • . ' c. Descfite any structures onthe site. None d. Will any structures be de molished? If so, what? Nn e. What is the current zoning classification of the site? Heavy manufacturing' f. What is the current comprehensive plan designation of the site? g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an 'environmentally sensitive" area? If so, specify. Nnt to nnr knowledge i. Approximately how many people would reside or work in the completed project? 10 to 30 j . Approximately how many people would the completed project dis- • place? None k. Proposed measures to avoid or reduce displacement impacts; ' if any: None required 1. Proposes measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Fits current zoning f 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Not applicable b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. -Not applicable c. Proposed measures to reduce or control housing impacts, if any: Not applicable • 10. Aesthetics a. What is the tallest height of any proposed structure(s) , not in- cluding antennas; what. is -the principal -"exterior -bldg. material (s) pro- posed? Thirty feet plus or minus. Exterior of the building will be metal. kir b. What views in the immediate vicinity would be altered or ob- structed? None identified c. Proposed measures to reduce or control aesthetic impacts, if any: None required • 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: Winne requi red 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None b. Would the proposed project displace any existing recreational uses? If so, describe. None c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None ' er) 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national , state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: None required ii 14 . Transportation a. Identify public streets and highways serving the site, and des- cribe proposed access to the existing street system. Show on site plans, if any. ROTH • will he access to site. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No, Mt. Vernon c. How many parking spaces would the completed project have? How many would the project eliminate? 79 Plus d. Will the proposal require any new roads or streets, or improve- ments to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . NO • t e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. NO • f. How many vehicular trips per day would be generated by the com- pleted project? If known, indicate when peak volumes would occur. mripsl per day unknown, but the peak would probably be mornings and afternoons. g. Proposed measures to reduce or control transportation impacts, if any: None required 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, . other) ? If so, generally describe. Maybe Fire and Police, but nothing more than any other building. b. Proposed measures to reduce or control direct impacts on public services, if any. None required 16. Utilities a. Circle utilities currently available at the site: electricity, GA tural gas, water, refuse service, telephone, sanitary sewer? septic system, other. - b. Describe the utilities that are ro P posed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. All rirnleci above C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand the ley: •r : `sbelying on them to make its decision. , MAr f Signature: �. !_.� a Ap ii {fib F 6c ia ic iP i F i'P i �PiP9' ParAit t � rsnP ,. a• Nis 14iti1iiIli1IliiII iiii1ii5ii Rra ! iiii9liiiiiSISli i i 1 a 9 9 y 9 p 1 9 19 1 • y l % 1 C i ( � i � E �� 9 � 5� 7 � fI� 11a3133B � �, i 9a � 1 ( 6 a 9 1 id d 111 o f 91.1 r ° >a ili l 1 i . l i ,• - 3 . 11 l€l 9 • I i I. 8 E 9 n 1 i > iyl i t liii I Fg a 3 P 1 1 1 1 k 1 II II II I I tv]] u11 _ P+1 i i / 30"STREET J miI molt nor 11 1 1 1 1 i 1 1 1 1 1 1 1 III I I I 1 I I �. III 1;rs+�aa � 1 LA. Oa i r 1 P IP or ; PPp ■� i 1it col i� � \ i g r A 9 € i F \pr `' ii I�l Y I M Y .. \ i6 \�`' I I 9 I£ R �is, 1 6 i it\ c a p i i }�ar�ravinPlm ar�nl4r 1 1 b 5 0 -� it $ it a I 1 1 I . — i — i ' °1.- - ' II i1 3 1 ® i r a SHEET MO km WOOLWORTH - MEIXNIIER BUILDING MARC L ESTVOLD ARCHITECT AIA PA1E10/29/91 MPLORIES F.]s,1 NGTON 3110 COMITS.AYE a06-]9]-5 PE' MIACORI6 MA 9G991 FAX]9]-E!1] JOB NO p]III cok ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. (INCLUDING BUILDING AND PERSONNEL DEPARTMENTS) 0 q P.O. BOX 547, ANACORTES,WA 98221 'C4 Cry IAN MUNCE, DIRECTOR MEMORANDUM TO: Steve Mansfield, City Attorney 0 FROM: Ian Munce, Planning Director SUBJECT: Mr. Ron Woolworth's Proposal for an Accessory Restaurant Use at 30th & R Ave. DATE: November 6, 1991 This memorandum is to follow-up on our meeting this morning. I would very much appreciate your opinion as to whether the accessory use proposed is permitted under the City Zoning Ordinance. IM:sk 4. 0 l/ 3 MEMORANDUM To: Ian Munce, Planning Director From: Steve Mansfield, City Attorney QS Date: November 6, 1991 Re: Location of Restaurant in Heavy Manufacturing Zone r A review of the relevant provisions of the Anacortes Zoning Code • relating to permitted uses within the heavy manufacturing zone indicates, in my opinion, that a restaurant use would be in conformance with the zoning code. The provisions relating to accessory uses within the heavy manufacturing zone allow a "cafeteria" and "restaurant" . This would seem to indicate that a facility which could serve all users of the urban renewal area in the form of a restuarant would be permitted and not just a cafeteria which generally would serve only the employees of the firm operating the cafeteria. In addition, the specific use of the term restaurant would indicate that such a facility is permitted since no limiting language is included. If you have any further questions, please advise. • II STATE A£ 3'.� c.''£4. vC' yZ IBB9 vl STATE OF WASHNGTON DEPARTMENT OF ECOLOGY Mail Stop PV-11 • Olympia, Washington 98504-8711 • (206) 459-6000 November 20, 1991 Ian Munce City of Anacortes P.O. Box 547 Anacortes, WA 98221 RE: Construct a 15,000 square foot warehouse/office/retail/restaurant proposed Ron Woolworth Dear Mr. Munce: Thank you for the opportunity to comment on the determination of nonsignificance for the above referenced project. We reviewed the environmental checklist and have the following comments. The Washington State Clean Air Act requires the use of all known, available, and reasonable means of controlling air pollution, including dust. Dust generated during construction activities can be controlled by wetting dust sources such as areas of exposed soils, washing truck wheels before they leave the site, and installing and maintaining gravel construction entrances. Construction vehicle track-out is also a major dust source. 0W 16'-! `„� ' gr51 ° APA an.fines , rom. 60_9 ar,�tna a$i� min If you have any questions regarding the comments please contact Janet Thompson-Lee in our Northwest Regional Office at 649-7128. Sincerely, gti./t Patricia L. Crumley Environmental Review Section PLC 6864 cc: Janet Thompson-Lee, NWRO 03 { 1 MEMORANDUM To: Ian unce From: f Pemberton, Dir. of Engr. & Dev. Svcs . Re: l••lworth 30th & R Proposal Date: November 8 , 1991 P Having quickly reviewed the Environmental Checklist on the above referenced project, I find that the document does not satisfactorily address surface water runoff in that Ordinance No. 2176 , entitled Storm Water Management/Quality and Quantity, is ignored. It would appear, from the site plan, that, for all practical purposes, the entire site will be covered with impervious surface. The threshhold for the ordinance provisions is 5, 000 square feet of impervious surface. II .E%IKn r�G'wrench gelger gossen hamilton lion engineers p.c. 0 2 Executive Boulevard Suite 410 Suffern,New York 10901-4164 0 110 Prospect Street Bellingham,WA 98225 Phone:(914)368-3330 Fax:(914)368-3366 Phone:(206) 734-7194 Fax:(206)734-7399 Date '/5/9 2 Project No. 9/ ry Project Title Web/cv044 $f2 t c6.o r/ To �cl✓G ES7/a (Ol 4-14 -3//0 Co to aj.evc - 4l4ct.co vie s WA, 9822/ Attention Z-7Giol rKc, 11-0 0 with enclosures Copies to ❑without enclosures We are sending Sent By ®a ❑ Express you herewith mints ❑ Originals 0 Messenger ❑ Hand the following ❑ Sepias 2tarerox Copies 0 Printer 0 These are 0 for distribution 0 as requested 0 reviewed 0 after loan to us transmitted 2-for your use ❑for review and comment 0 for your record ❑ Copies Drawing No. Date Description/Remarks: / T-y c7 .-yP 0.e J/s Srr'/ "'Cult too(.4 — r r ( s'tQ.fw✓ 41.44 Flo ( Sc'- �,t( c4Lri4 ( t-4/cL Leilvcc / /AIR teed c to P!u Cj .re 7' Signed G.-4- 7�5�/ram Tra nsm itta I rcy if not us enclosures do not mogh items 11/90 listed above. Jan.24 }'�w2 .15:08 GEIGER ENGINEERS /IT--E''L 2/06-734-7399 P. 2 JOS W00!(.4'0. f L( M@ i r GTE I"' GEIGER ENGINEERS SHEET NO. .3, ' , / Geiger Gossen Hamilton Liao Engineers P.C. OF 110 Prospect Street CALCULATED BY ••"6411 DATE /7:e y '9P BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734.7399 SCALE . . .... . . „ Earl Az cc:'fr.,.csj .. Sing+oPHNI/aiz stx6 ra,+>,terftr, s Wept 6-,*-it a � �� " 2XC. . /ac4/N y SxCti 70c, 0 4M . :T^'A•Grt f :. w�.2C 01- C3 e CR N /.' r P I/E'✓ � I viz-acw 3r/ ✓�, , 7x6(. ( r uc -ixiWq l f : +G.c6 "te c' { or i 0S 2C .. ..ri I ivy viz yethc cid . Pig C cof 0 , s�ca , r / ,r, s ,✓/tom. 66 £ L V £ L 906 WOJd CaAl303 ,3 ti /w0-,t4 net f )a..a..` r3i©E%. GEIGER ENGINEERS Geiger Goiter Hamilton Liao Engineers P.C. sHEErHD. / �—/� of 110 Prospect Street CALCULATED BY ' GATE /2/"-,/ / BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE V u * \\.--"----`` I .�- ---" fk, Cc Vi rat y © Z ^1c-z R Et I: F © F -Ire.:. "4 - _ -. - __ - L (•1 J. i rT I.. 1I L i l.'..j 0 ® ... f u qr - _ _ _ - - -_ es a C . 1 _ ct LI . _ -- -- w If, . ._ I I. V TOOK,Mt R.WO 7f6I jKde;04.01/a Mt Groom M B Quit Ia Order llgl.E loll lilt t. -W.w, S6`.G �.-. G.. SRC geiger gossen hamilton Iiao engineers p.c. 0 2 Executive Boulevard Suite 410 Suffern,New York 10901-4164 0 110 Prospect Street Bellingham,WA 98225 Phone:(914)368-3330 Fax:(914)368-3366 Phone:(206)734-7194 Fax:(206)734-7399 Date /72l/92ProjectNo. 97FOP—SF Project Title Woa(Way {2l £'lerocker- To k"avc ES*vvlo .0/.if. 3//O Co ter wr.escr u l /d vcc. co s Ci4.--4_ , Attention -J7u9 CGHHI/[y ha` l 0 with enclosures Copies to ❑without enclosures We are sending Sent By ❑ Mail 0 Express you herewith El-lints 0 Originals Messenger ❑ Hand the following ❑ Sepias Xerox Copies 0 ❑ inter 0 These are 0 for distribution IFits requested 0 reviewed 0 after loan to us transmitted 0-for your use ❑ for review and comment 0 for your record 0 Copies Drawing No. Date Description/Remarks: f' 4 3-I G✓/,S 4-c-0 Vvw/ bitv lc f-,C ! l CC Cr i .*- 1-1 / se 4' cr/ /9 — De A f/s / S ocn.c /r..-ay( i(/o fe ■ � Signed 't r� a Please notify us if encl a ch items 11/90 listed above. JOB H✓erTO/rt/Or'f4 /% yCkoc 2/e„,,p, GEIGER ENGINEERS Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO �--C OF 110 Prospect Street CALCULATED BY / DATE 72/S/',/ BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE O Ctrs N . . -- ) 11 L Q t `t 1 Ct a Y k J ` sae v : �� P r 1 j� �e o o t)------: -7. yn �t_ T i _=:i II II _J it i I :' ii 11 1'to, II 1 _ 1'- ' -—- ---- / J takJ 0 o X l 3 3 9. I : .1 6J N 1-,:. --....,_ ( ‘? I C 4 — —Th__________L____: ‘ 8 i . --me IC -St t'n , u n \ \ ,r - r e - v J Cr PRODUCT3o1-)(Slagle sheen)2051I7)%earth Inc.Gans,,Mass 0101 To Omer PHONE TOLL mn I400125.380 JOB WOo 1 I.a/ry V f Cl 0.1 e(L litlr - i3(pea GEIGER ENGINEERS ✓ , - Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO 2 —,,,,�// G OF 110 Prospect Street CALCULATED BY Al — DATE /2/S`/%/ BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE L ! l - WV h rfr) all 111WO _ ,;), S ( a 4- 0 0 Q v r? \ h , � o S \ y I \ IIh 4 IS N Q ,� kis a1 O` vj I W A P \1 - I C -.4—V\ ::: _ � � l`!4j4. j� '� — -. 4 \ r 1 ' ' / Fic N f ,. . — \I, IL4 t ,Na , .s - --- 3 a 0 Q v y I ki � UV . �_� PAGWLT 2011(Grgh Reds)2O3'1 IPae"1fACII2)t Inc.Gmlon Mass 01411 to O:hl P1gMTOLLEPEEIPbG2256GB0 ' JOB `"DWI kw,(ICI - PG/e(f ttiQ✓ GEIGER ENGINEERS z _/Q SHEET NO. OF Geiger Gossen Hamilton Liao Engineers P.C. 110 Prospect Street CALCULATED BY �� DATE ///7 9 a I BELLINGHAM, WASHINGTON 98225 I (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE fete&Ct.Sir04,1 CrI Lpr F[ri c}-e Cam '/ (t, UQC' R y e 6- 14 eta,.., 17 1111 -= 9 u /py'f/uCc"S41 coe43,4"QI * ,P A fes c2 Webs - IPPF Qe.d 1z:et-4a is 73p.' 6 . ii // 2 �[Y Fe X 4/-eLLS (7:1- .) I 6•,r4 e/ .cv47(chv A PRODUCT 2G9{Sing a Sheets)205-1 CPaedee)/Mlar IOL,Groton Man 01470 To Oder PHONE TOLL F5EE 1800.22E E380 JOB WC ni tens-16 b/0 f'Y PCP e- GEIGER ENGINEERS SHEET NO L---i/ OF Geiger Gossen Hamilton Liao Engineers P.C. Alf 110 Prospect Street CALCULATED BY /w' DATE—////7/7 a • BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734.7399 SCALE l 1/VI 77.7,0. . ICI l‘f I ; _ I _ _ -0 r ,0@Ia I ,,gyp•.` ti -, Ilk J R1/ .dcc sQ a><eSp. .. _ C/evcl, ,Yioff S PRODUCT 204 1 IS.rd.Peebl<05 uPiNm/AtTB,) Is:Grown Moss 01471 To Order PHONE Marra 1200-215 oda JOB Was ( LIU 41 -, 1/21 a rx v1.e 69-- GEIGER ENGINEERS SHEET NO. —� OF Geiger Gossen Hamilton Liao Engineers P.C. • 110 Prospect Street CALCULATED BY DATE ///7/f BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE /3-e4n . . CO.lce roar A¢ c(-Povr Co--P '+-: pt.,le 6/a.5 It, X y ic/ U r-, 6-k .4,a..., Jr p&g t 2%CI 3 //// � 'r - / . s- / A • gc X /7"...„............\iiihrt-- /3,2:0 Ate s 1 1 1 \.\\ ,..................„,......W.................„...._..........C* 11 ., 47 i '' 1 t i 9 " \ Tp. > i — - 4 ,-,_,• ep, et- c o rc,r Sec / c /P "5i 1!pucr-t/ Ca /vwr `t / _ u�,- . Not<2 d 2 f-c la i PRODUCT 204 I(Sing•STeeb(20'1(PALM(MO eh Inc Grow Mass 01471 To 0der PhONE TOLL FREE 1 HO 2256180 JOB 1.41U( WOv44 t/ lf.< ,nO r/ Ii GEIGER ENGINEERS SHEET NO. 'CC— /Z OF Geiger Gossen Hamilton Liao Engineers P.C. 110 Prospect Street CALCULATED BY l y��/i DATE //'A% /9 Z BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE 3 II If G K I�— ' -'c. . _ I �� .,, .. ter' �6�H>�S I it r I II - - - _ C 1 11 II I ii k_ 1 1r . .,,... _ � . ._ .. . it I 1 ' j I TAP 4 > —> _ — 4ri I r7P I -zGL fe, r/a�--- SP4 '7� ta AP er) 2 0 - Ofv w L.( 1 I I PPCOUGT 2O4 I ISmple Shieb)205 I(Paddeo)frmena ,Me.Groton Mass 01471 To Order PHONE TOLL REF 1660-125600O JOB V✓ao(kin v Fe'l E''1 e Ft(OSr/' GEIGER ENGINEERS SHEET NO L — /Y of Geiger Gossen Hamilton Liao Engineers P.C. 110 Prospect Street CALCULATED BY DATE /I19 4z BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE 4-/efro Iro re? 0/ -7-1--r1er101--- J2c. A- icro Qa fr-y e rS %� ` . -P4 14-1 moo. .. �� / 3 1I I 1 8" 0 ` � Typ• 7A pt _, / / If 1 1 1 a . z /� a/-e fl 0 � . .i� ieaSL.S PRODUCT 204I(5 my Sloebl 205-1(Paaeea)/Meals Inc orccn MISS 01471 To Omer PHONE TOIL FREE 1000.22E 63E0 JOB We o(W r 4 L1 — CA4e r GEIGER ENGINEERS SHEET NO. _ Geiger Gossen Hamilton Liao Engineers P.C. /j // OF 110 Prospect Street CALCULATED BY /A V!— DATE ///V /.9 Z BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE GR A O,iI. 01 rric 4evic✓ �4r L-oo p- r e Siy�. �✓2Q -✓( III �, s/" eso %i61es adis d ig /-e Q M!e(oS 44-407S Y '' II • • i I z ,Qa J2 7:1/4?le S775,co, I PRODUCT 204-I ISlnO1e SP¢u12O5 I(Padded)/Afe )/i Ir Gmbn,Masa 01471 to Uker PHONE TOLL MPEC 1 IC4225638O w _ 1 NU AR NUN 1 z INSTALL NEN 72x I2x6 TS&V ON EXIST 12" MAIN I I lo v t I-1 35 LF PVMT. CUT & REPL. rn O n 0 o z \L3 -D \. C.,\5\c5' riCil (j?" , it \N C el N -N Mir c% \ 0`,,, piPE �0 , 'C N �a illig _ • 1 \ _< .:(,o \ •. c\ o -A I \ \ t�•9'� \ \ ! 1 Specification for Fire Hydrant Installation General conduct of the work shall be per WA APWA Stan- dard Specifications, 1981 Ed. ; Street work per Div. 2, materials and installation of water system components per Div. 4 . 1. Fire hydrant: as specified in Sec. 77, with instal- lation per Std. Plan 64 except omit shackle rods and sub- stitute tapping sleeve and valve for tee and valve installation shown. Hydrant nozzles to have Anacortes standard pattern threads. 2 . Tapping sleeve and valve: per Sec. 75-2.10. Valve shall be resilient seated wedge gate. Contractor shall verify size and material of existing 12 in. main before ordering. The tap location may be varied from that shown 44�� in the plan if necessary to avoid a joint in the existing main or other obstacle, however the hydrant shall be installed in the location shown for adequate access. Installer/tapper shall be approved for such work by the c City Water Dept. Install cast iron valve box per Sec. 75-2. 06. `mow 3 . Pipe: Mechanical joint, cement lined ductile iron, � . thickness class 53 . Install EBAA Iron mechanical joint restrainers tat every joint in accordance with manufac- .,:;,,,,, tub r s recommendations. 4 . Trenching and backfill: Per Sec. 73-3. Trench to Limf be covered with street paving shall be backfilled entirely with material conforming to Sec. 73-2. 04. 5. Pavement cut and replacement: Per Sec. 54 and in accordance with Standard Plan No. 18. Permanent pavement replacement shall be Class B hot plant mix material. Use cold mix bituminous material for temporary patch. / _ " . > , 2 ., ./ .• !'-� ?.chi iv? .v . /r?.u%t�7Z-C7 ?./-) �/; ;n QCopyrighted Document 19_ Geiger Gossen Hamilton Lino Engineers, P.C_ — HE.APER (D,F'cL) IAhUNPcTE-P_CR SfRUGf�IOTES _-. .3-2x6 a .o - ' z.3'--0'`- It-PLY-KV/4 EACH-U1YER __ 3-2.8ca oPNti 4'-0" - 3-200e. oPNC.56'-0" - 3 r 2.0al • =GRIPPL.E: ONE EA�SIDE FoR oPca ,- __ _-- 4 00 2 EA, SIVE_ (oNL-Y oNE 0A.,5 DE --R R a' e INTERIoF - { WALL, oPENfNG5) ZX=O0_11ECE Zx STUD = I 1 • --.---.NoFE: - - -- -- -__-- -I, SEE NAILING SCHE.DULH AND OTHER DET, .ILS FoR -.____-_APPITIONh.L. inEQo1REMENT5, - =-:Z DEtoc1 PnPPLIES P.T-At1- SEp.RING AND ' -{EAR WaLL•5. NOTES AND INSTRUCTIONS Geiger Gossen Hamilton Liao II Engineers P.C. _ 1201 Cornwall Ave. /204 ' Bellingham, WA 98225 (206) 734-7194 TITLE TYPICAL WOOD- 5fl/O WA I.I. ore:AIINC° PROJECT NAME - 1) DETAIL HISTORY/ACTION DATE INITIALS • PROJECT NUMBER DRAWING NUMBER Joao eu :=0/3 1 1 E P.C. Y�^' \ ge19°� Gossen Hamilton Lino En9t^gees. „sue r' Doo°me^t l9` ^l' V401..0 � 1a6 Gcow. , N0a�LNpJ �� 1St 5 V- \ SPpC041 , m'tr sv� ��"'-- ` Np 1Vg 6p�t WSI T� JP �nrc..t" ,,. �''�" I( SP AVICI µ�A fS ��Ifiti. ..wa-`�L �,� 4 ti CAN �E 50-n4 P � �yEFrr�E "M g -,../5 vv SN P t GK�Nt: c�F „�N�D µ� J%gam R t9°6 s- escrt A`r�' �!�r� �� 5�0� �H v�- p1KE�\ \. ?I-- L� l WP TS �e 1 ,aL 5P e ��le4 SNP �o1s1. PIC;IR vv jp15 `, ���1 . ��,ea.� Gin--�T cT1oN oATE T,TLE?A� NSTWV!A N Nt MEEK pe ? Q�EC tomiG cjill NSst ° t. ili 27 r- ' i '- ©Copyrighted Document 19— Geiger Gossen Hamilton Liao Engineers, P.C. � I 2YPICc:L PLY DIA.PHP.aGtd 7YPIGALsnL.1c___13Lk'tz.=2K(,1o5T_DEPTH) pCErNA1L3N6%SEE_ - NoTCH EACH END As RE-Woe-Fog - T Asir-t+ICn SCHEDULE _ MENLLN( .-2-_8dsbENe.IL5 To ..1ST EA:LEND:13d a=6"0 So Tor HoTELEiL1c'GZE55_TH4N UST: DEPTH RIM -JOIST $a - N-T PERMLTTEP IL-raENA -'e. -- 1 -fr x•'Lo.crsoxoP lt. I I if l -- — .i - _ _ L_ _ - realer -SOUR bLocKING G' o"_o,c, FIRST Two joi5r5PACE5 SEE STRucru(roL 2-Sd TOENAIL II �TE`�• EACa LEND _� 4• -0� MN.ToP PLATE - sPL.IcE w/z0-IOC NAILS CotJDITIOW WHE ICE_JOI5T AIZtiLd_EL SO_ --1— —} SILL PLATE _NOTES: 1:r5EE AILING SCHEDULE FOR AD D ITIO NW.C—REQ OIIE ME1dT5 2.)2J ET4CIL=APPLII=SATTAyC 6Eo RING p ND-SHF�.g�"/AU.5, • NOTES AND INSTRUCTIONS Geiger Gossen Hamilton Liao Engineers P.C. 1201 Cornwall Ave. /204 Bellingham, WA 98225 (206) 734-7194 TITLE TYPICAL WOOD 5 T UD wc> lL pa-mts.L5 PROJECT NAME • DETAIL HISTORY /ACTION DATE INITIALS PROJECT NUMBER DRAWING NUMBER Wa'D WALL •O// 0 Copyrighted Document 19_ Geiger Gossen Hamilton Liao Engineers. P.C. SREA.TeD SILL- PLATE , 2x (SAME (' WIDTH _A.5 _WAL.L. FRA-MINCa) `- ) J!- -w -dr- -A- • 5o" M tut. I ��c. TYP, 9PLICB IN 51U- Ft. 45 REQ'O, Sig ANCHOR LILTS G. +Lo 10.6, \‘ ' wiSr( 1�4 w�.SI-IER CoNCRETE DPTIoN L) CAST- ItJ-PL.ocE BOLTS F ooT1Ne oR _ 1•11N1MUM 54 EM0EQMENT WITH III Hoo K :THICKENED -- ef,P71014 2,) DRILLED ExPA-NS1c11 Ic(-T5 • sLaS YHILLt?S KEDHEA.D oR �ttJA 4"M(NIFit(JM EMBEDMEIJT 'Sg- ''1 MINIMLIM.FRCM CENTER OP 13oLT To EDGE OF CONCRET . I.) SET SILL PLATE FOR EVEN BEa•RINCa. PLA.C.E .4oRTAR UtWER PLATE WHEN GAP aXCEEQS 9..-r& 1. 2) woOD TREATMENT) =CCA _PeR UBC STD. z5 • IZ 3) 5Eg .DWGS _FoR goLT SP,ocINCa AT SHEAR WALLS, • NOTES AND INSTRUCTIONS Geiger Gossen Hamilton Liao Engineers P.C. 1201 Cornwall Ave. 1204 Bellingham. WA 98225 (206)( E734-7194 TTIYP SILL FL 13OL11NG PROJECT NAME ( ETAIL HISTORY f ACTION DATE INITIALS PROJECT NUMBER DRAWING NUMBER G/Oap.uwA1--e • 4/0 OCopyrighted Document 19_ Geiger Gossen Hamilton Liao Engineers. P.C. PRoviDE soL.1D FILLERS HoLDDoWN ) Mil it N I HoL.00oWN WHERE S 4OWN oN PLAN I SEE_ HOLC COwN I ETA.ILS x I L4P TOP PLATES ?�_ Gam' INTERSECTION - #.NA1L W/,4-ICd Ai SHEAR WALLS, PLYWOOD I (4- 2od e t,G SNEATHING IS To CONTINUE FizA�MIN(, ) TriRoL)Gi-1,-WHESZE. PL-'WOoo IS-oN 'nMe 51pt-- Pa HOLD DAWN toR - 1 N-r R-e•EcTINTai W°.LL THI5 WALL — ill WHER,RC SHOWN I oNdi 1 , i I PRovIPE EATKA STUDS 1 eaHIND INTERSECTION : =I i IC3C1 eIC*uo.G. 1 PLYWOOD ONE CR BOTH I WALLS, AS SHowN oN , • PLA R N o SHEAR WAIL SCHEDULE Ni- LA.r TOP PLATES I- S. INTE- .i CN .>'C'1 ; 4NAJL- W/4- ICod I (4 Loci G 2X<0 FRAMING) NOTES AND INSTRUCTIONS C-• Geiger Gossen Hamilton Liao `; ( "� Engineers P,C. 1201 Cornwall Ave. 0204 Bellingham, WA 98225 (206) 734-7194 TITLE -r-{cVCA.I_ W ALL 1 LI-reg. iscr IoAIS PROJECT NAME DETAIL HISTORY/ACTION DATE INITIALS PROJECT NUMBER DRAWING NUMBER Clro-o 0 , L/AG. O((t -- - --- ------ O0t--rE01, Jot NT& Pam' era°. e. 15'-o"o.G. 0 5 NIAX. EA. WIr. GON-rIgolr to1,1-r COIUr- 1J &KG W?.°IX WZM MESH, TYPICAL. LAP ALL EDCaeS MINIMUM 8', wrCH Two sLP,a� CROC _wsi as IN LAP DEPTH 1I I,Zu g V o • _ :—ate J -<. •;'%a �''S ��:✓c�'� COMPACTED GRAANAGE FILL VAbi.EARRiER - SEE I SPE.CIFIc1.TioNs GLEAN WPes4 ED ANGULAR twD PAM PEN E3EFORE POURING 3TT' LEAVE NO ST4NDING wilirreg MOTES: I, omn- VAPos 5.RRIER AT EXTERIOR SEAS . 2. SEE oT}•IER DETAILS FOR RELATED INPo .Mb.TIo'J. 12 S E5 STe'--N04-Ro 5LA B ONI 6R.o..DE DeiT jL_ C-4 .-S � DATEEXPLANATION XPLANATION OF DETAIL DETAIL# ( - i s oK 6abc. hoc . 001 l�) Copyrighted Document i9g1 Geiger Gossen Hamilton Lino Engineers. P.C. - - i' GohJG. SL./r2, Pelerf• h�� ICI Ati! *, DT'PIGAL __ FOIE- hIZO hL-ill°✓ 171~"rAILh we-r I�iz t'�GK- Ue`I�Ep2 ro&--( IF Psi ¶s . E'L�GEsi� 6FOI?-G • � hLPrC� (�L 4r.Gp .x '..0 X O� x�rx I Yr� -.tig O x• io• . . ' •' ., .. :418a .- o< ''^�; . ."'a •:a± • UI .-. . . � ' � . �Qa � —oo � • • rao-fih16f NOTES AND INSTRUCTIONS rr rn rsu Iurrn� —G�.G� G �=ram Geiger Gossen Hamilton Liao Engineers P.0 TITLE t- PIGAL \Vec' POh'i G� Pepa-ri PROJECT NAME DETAIL HISTORY/ACTION DATE INITIALS C • PROJECT NUMBER DRAWING NUMBER -- FJ Capyrigntea Document 19 Geiger Gossen Hamilton Lino Engineers. P.C. 4e C (*COL.ee 1>I..A1-1 1zEtuFomoit -trc ,--,e...4-4 DULE. Fi61. ctt .Pa. e : . - Oft pLa,z. e9 MI-IMIJM 13Et-.01/4,./ .'1 MItJ. I G1+A��NL erA...E Gte.aoo. ei it.t-rra-1ale:_r lull VAy Fes.,E.t..h *ea-,E./�.oi. • I moal i ° aill 6 o • : o. ° 1*;L1iát.1L$ifl VW A'It7 &6,H5Gi_nL.G l Pour. Aa9e-i bi Pt2M, UNE7t2YUI2gV ki -- - K REINFORCING MARK W :L t LONGITUDINAL TRANSVERSE O /6 /6 `, ? „ 3 _ Art9 3 - 9 ill I _giiirriii 1 Ei1i1LC,u he + i ' NOTES AND INS RU ION 9 .4TED: r carlu ,rmlERC DATE 'AC NEC E � Engine Geiers s P.C. auenHamilton Goo BY: �'�""'��� TITLE '(YFlCAL COLUMN ' . FYO•T I f•1 IO5"(A IL- PROJECT NAME DETAIL HISTORY /ACTION DATE INITIALS ® PROJECT NUMBER DRAWING NUMBER FTca•CoL.00S • 1 , ©'Copyyrighted Document 1990 Geiger Gossen Hamilton Liao Engineers, P.C. • F, •t\ oR PoST BEARING WALL -_ - --- TYPICALn5L 3;3alJF, colt71t.VE5 THRoUC,H — SEE-TXR3LAB-ntl,5 • in 6 .d I X�v • 4 . a . 'I. x x X. x x x U r. 0 •• 4 - sj �` I - LoNlcsITOPINo.L REINF. U EA • SEE 5cHEDOLE :IRA-r.15-v SE - ui IDTH RaINF-. _56 PLAN SEE SCHEDULE NOTE: izecoMPAcr toiL. a THICKENED 6L S BEFORE PoI-iRiNJGI.- ___ _..____SCHEDUL_E . _ . wip1-H_- REINFaRcING - 5EE FLAN - TRANSVERSE LONGITUDINAL_ 1 l i ICoil 8o — 2- c5 B I8" '. 12" ---03 e Idl 2 0 5 TE B 1 sthst_. 3d' 12" •to 4 cs 12" 3 ° 5 T $ B LI 361 12" - a 4 E 8" 3 0 5 T$ B TPI CA,L T- ICKEN E S LAB rOOTi N G Nits , NOTES AND INSTRUCTIONS Geiger Gossen Hamilton Liao Engineers P.C. 1201 Cornwall Ave. /204 Bellingham, WA 98225 (206) 734-7194 TITLE T1-P165.L -T H IC.KI.J F.P 7u4s-r3 FoOTINC- . PROJECT NAME ETAIL HISTORY/ACTION DATE INITIALS L.l..., PROJECT NUMBER 'Thai n- DRAWING NU -Fier. - �O/O --.-. a w........••" „ ...yin UU au Farms COO .Lino Engineers. P.C. No-f ; t• \VAt..L- EX-t is FAGa op eFci IONei Foie fGh'� FQF t M T1=l�IOFZ I Avvl-rIDIJAC� I:5'TAILS FAGS ap "(-rr i •A de. I 2---#C- 'rOP,GoN-j. ra ---4II Mlt.l. @ . I - e-r�t''I -ri-IIGie--, 11611 _eEE _ 111 1z1Olt. e01-1 t7UL - . - . .-rrM Izt�Ii-JPGjsGII-&fr a 6> B hG{-!'r-�UL—C cb-1 ri7U2ihJAL RBINF., F. Oap4 r, eGa1.1AL.L.•Y74.CEv. Q_ • °'.. e 5.eGHE7UL.E 2411MIkLE, - EXT IzIOIz. ` A. 0tl►111.1• Gr �Z.A2 a; .. GKAwL e�pG� " 1 -it 111-11 hEE ' E6zI F¢ ;IIGLI2,� MIEI./A.A. st PL.?.eJ 1 raUizAGvAII-1 '-1 PIIzM, - 1 L11J�i (URE✓Eo .g N. = WALL FOOTING SCHEDULE S I<z JOfLJ AL- T 't STEM REINFORCING • WIDTH THICK "T" THICK."B" LONGIT. TRANS. STEM 1a,11 SII 4,11 2-#eI' — $kA•@ icon(v) #4@Y2°GGH) NOTES AND INSTRUCTIONS Geiger Lassen Hamilton Liao Engineers P.C. • TITLE fW fir1c:T AILS PROJECT NAME DETAIL HISTORY/ACTION DATE $INITIALS r PROJECT NUMBER `\ DRAWING NUMBER pTGr. wsy.LL., 'l JOB tAfcry (I Fri I, (-61 ffi eir K2"— a air • • GEIGER ENGINEERS z-_i,3- . • Geiger Gossen Hamilton Liao Engineers P.C. SHEET No. OF 110 Prospect Street CALCULATED BY DATE //ao/9 Z- BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734-7399 SCALE 4 .. M /� . ., - 9/y "2amry¢r.— �c = -IOC° �sr . , ... • µ, w/src% 90°4ao% C .Sc... ar ra/ . -e;/9 sip/ra/Ca 3'p-C • . i • I 1 Co PI the {e S/a. . . G.Fr.C' Li wa G' . b s4«ci2 ,_ , , . . A -- 1 a / . pro hit // i a a a er �a I a a. e a • a 3 z ice) Ze-yet, � - E-3d — Wes f I Cv/C1/67 8 4/,r/4 - So./Gt PRODGCT 2O-I{Single NM) PFTENT003 Inc Gran,Mau Ou21 To Oran PHONE TOLL FREE 18062256380 I 1 STRUCTURAL NOTES GENERAL All construction is to be in accordance with the minimum provisions of the 1988 Uniform Building Code (UBC); where these plans and specifications do not state specifically otherwise the provisions of the UBC shall apply. Good standards of workmanship shall be employed throughout. See specifications for detailed material and methods. In case of conflict between applicable codes, these notes, and the drawings, the more stringent will govern. The contractor will verify all dimensions in the field and with the architect, and upon discovery of any discrepancy between the architectural and structural plans shall notify the architect. The structural drawings are to be used in conjunction with the architectural drawings only, and are not to stand alone. Typical details and schedules shall be used wherever applicable. Do not scale drawings. Drawings are for use on this project only, and are not intended for re-use without written approval from the Architect. The contractor is solely responsible for design and supply of all erection bracing and shoring, and for safety programs, methods, and procedures of operation for the construction of the design shown on these drawings. Submit shop drawings of all fabricated items prior to fabrication, allowing two weeks for review. Shop drawings shall be clear, legible, with all submittal information and changes clearly marked. Provide one reproducible set and two print sets of each submittal. Submit shop drawings and calculations for all manufactured framing systems, sealed by a Washington State Registered Structural Engineer, showing design for all loads identified herein or on the drawings. LOADS Roof Live Load 25 PSF Office Floor Live Load 50 PSF, Plus 20 PSF Partitions Attic Live Load ' 10 PSF Stairs and Landings 100 PSF Wind Loading 80 MPH Basic Wind Speed, Exposure C Seismic Loading UBC Zone 3, I = 1.0 Rw = 6 FOUNDATIONS Spread footings are designed for a maximum total pressure of 3000 PSF. Remove all topsoil and organic material from building area, including exterior slabs and walks attached to building. Footings shall be poured against firm, undisturbed bearing soil or approved fill, as identified in soils report prepared by Materials Testing and Consulting,Inc.; dated December 23 1991. Slabs shall be poured against 6" of compacted drainage fill on compacted bearing soil. 1/20/92 Woolworth/Meixner Building Page 2 Where required to establish grades, fill with clean, approved structural fill, compacted to 95% Modified Proctor. If overexcavation has occurred, backfill with compacted fill as above. For further detail on soil preparation, see the soils report. Center footing under columns or walls, unless noted otherwise. Bottom of exterior footings shall be a minimum of 2'-0" below grade. CONCRETE Materials (28 day strengths): Grade Beams and Footings f'c = 2500 psi Slab-on-grade (commercial) f'c = 4000 psi, 3" max slump, w/c = 0.55 max Columns f'c = 4000 psi, 4" max slump Construction joints shall be placed as approved by the architect. All joints shall be clean and free from loose material or laitance, and shall have a very rough (1/4" amplitude) surface. Chamfer all above grade edges 3/4" x 3/4". Concrete which is to be exposed to weather shall have air content 3.5% to 6%; admixture per ASTM C260. Observe UBC requirements for hot- and cold- weather work. All bolts, anchors, dowels, reinforcing bars and metal inserts shall be held firmly and accurately in place before concrete is poured. Do not insert bolts or dowels after pouring concrete. REINFORCING Reinforcing bars shall be new, deformed bars conforming to ASTM A615, Grade 60, except that bars #4 or smaller shall be Grade 40. Welded wire fabric shall conform to ASTM A185. Bar detailing not shown otherwise, and support of reinforcing bars in forms, shall conform to the CRSI Manual of Standard Practice. Reinforcing which is marked "continuous" in plans or details shall extend as far as possible in the concrete and terminate in a 12-diameter bend or per typical corner details, as appropriate. Lap all continuous reinforcement 36 dia unless noted otherwise on plans. Provide the following minimum clearances from face of bar to face of concrete: 2" where concrete is formed but exposed to weather or ground 3" where concrete is cast against ground 1 1/2" beams, girders and columns - all reinforcement Anchor bolts set in concrete or masonry shall be ASTM A307 steel, and will have a 3-diameter hook at the embedded end (7-diameter at hold-downs)• Embedment shall be 8-diameters but not less than 7 inches. Smooth dowels for expansion joints shall be cut so as to have no deformation at the ends. 1/20/92 Woolworth/Meixner Building Page 3 WOOD CONSTRUCTION Materials for wood construction shall be as follows, except as noted in plans (all lumber grades per UBC Standards): Posts and Beams: Douglas Fir #1 Glued-laminated Beams: Douglas Fir Combination 24F-V4 Studs, Sills and Plates: Douglas Fir #2 grade kiln-dried Sawn Joists: Douglas Fir #1 kiln-dried Blocking and Bridging: Douglas Fir Construction Grade Roof sheathing: 1/2" min. CDX, Span Rating 30/12, plyclips or T&G Floor sheathing: 3/4" T&G, min. Span Rating 48/24, APA Glue & Nail Wall sheathing: 1/2" minimum CDX Span Rating 24/0 Decking: 2x6 T&G DF Commercial Fabricated Connectors: As detailed, or as manufactured by the Simpson Strong-Tie Company as called out on plans. Provide full catalog nailing and bolting. Cants or crickets shall be placed over basic roof sheathing. Provide an extra joist under all walls or partitions parallel to the span of the joists. At sawn joists, provide cross-bridging at 8'-0" o/c maximum, and solid blocking at bearing points. Provide double joists each side of openings except as detailed. All exterior walls and bearing walls shall be 2 x 6 @ 16" o/c unless shown otherwise. Camber all glued-laminated beams to 2000' radius, crown-up, except as noted on plans. Provide typical nailing per UBC Table 25-Q where not called out in plans; all nails are common wire nails. "16d vinyl coated sinkers" may be used in lieu of 10d common nails; they may not be used to replace 16d common nails. Plywood nailing at panel edges at intermediate support Wall Sheathing 8d @ 6"cc 8d @ 12"cc Roof Sheathing 10d @ 6"cc 10d @ 12"cc Floor Sheathing 10d @ 6" cc 10d @ 10"cc See drawings for specific nailing requirement at shear walls. MANUFACTURED WOOD TRUSSES The contractor will design and supply a complete manufactured roof framing system as shown on the drawings, including, but not limited to, the following: -Typical trusses -Hip, Valley, Collector, and Header Trusses -Fascia Beams -Connectors between trusses -All erection hardware, braces, and blocking 1/20/92 Woolworth/Meixner BuildingPage 4 / Truss profiles shown on plan are for outline configuration only. Manufacturer will be responsible to determine differences in vertical loading and support conditions at various locations, based on information given on plans, and to design the structure of each truss accordingly. Trusses may be designed for field splices as required for transportation, fabrication, or erection. All field splices and related permanent and temporary bracing will be designed by the manufacturer. Designs and installation methods for splices shall be clearly identified on the manufacturers shop drawings. Where specified member sizes or details are identified on the plans, the contractor is entitled to rely upon those sizes and details. The contractor shall design required connections to the truss system, where not detailed otherwise on the plans. Additional requirements include: consideration of drifted snow per UBC Chapter 23, section 2305 and Chapter 23 Division I of the Appendix; mechanical equipment loadings (see mechanical drawings); and attic loadings. STRUCTURAL STEEL Fabrication, erection, design, and detailing of all structural steel shall be in accordance with AISC Standard Practice, except as noted. Re-entrant corners to have 1/2" radius, minimum, and be free of notches. Structural steel shapes and plates shall be of new stock conforming to ASTM A36, unless noted otherwise. Structural Tubing shall conform to ASTM A500, Grade B. Welds not specified shall be 1/4" continuous fillet welds, or minimum size, whichever is greater. Welding shall be by fully qualified welders and shall be as detailed or as specified by American Welding Society standards D1.1-90. Grind smooth all visible welds. Bolts shall conform to ASTM A307, with the threads excluded from the shear planes. Bolt holes shall not be more than 1/16th" over-sized, and shall be drilled or punched; if punched, without distortion of the piece. Do not burn holes at any place. All steel shall have one coat of approved rust-preventive shop paint, except for surfaces to be embedded in concrete or masonry. Grout under base plates shall be non-shrinking, non-staining, non-metallic grout, minimum 6000 psi. Allow for 3/4" grout where not shown otherwise. Grout shall be placed completely under plate, without voids. Clean all contact surfaces prior to placing grout. 1/20/92 Woolworth/Meixner Building Page 5 MANUFACTURED STEEL FRAMING The manufacturer shall provide a system of all primary and secondary framing members as shown on plans or noted in specs, or as required for the manufacturer's system. The manufacturer shall design all components of the system for the loads herein, and shall submit calculations showing analysis and design. The design shall make suitable allowance for special loads such as roof mounted mechanical equipment; coordinate with the mechanical contractor for loads, openings, and support conditions for all such equipment. The manufacturer shall furnish complete shop drawings of all building parts and their installation. The shop drawings shall provide all necessary information for providing stability, bracing, prevention of lateral torsional buckling, and the like, for all supplied pieces. All structural steel sections and connections shall be designed in accordance with the latest edition of the AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings". All light gage, cold-formed structural members shall be designed in accordance with the latest edition of the AISI "Specification for the Design of Cold-Formed Steel Structural Members". Support mechanical equipment or other loads only where and as-detailed on manufacturer's shop drawings. All framing members shall be shop fabricated for bolted field assembly. All steel shall have one coat of rust-preventive shop paint, except for surfaces embedded in concrete. INSPECTIONS AND CERTIFICATES The following special inspections will be performed by the owner's testing agency: Foundation: Optimum density, compaction tests of fill under footings and slabs. Inspect footing excavations just prior to concrete placement to verify that material is at proper moisture level and density. Concrete: Slump, air content, and strength; cylinders per UBC 2604 (h), placement of concrete (Not required for design f'c = 2500 psi or less-i.e. typical footings, grade beams, slabs.) Reinforcing: Placement of all reinforcing per plans, except for non- structural slabs-on-grade: cover, size, number, and laps. (Not required for work supported on grade.) Plywood: Notify architect for construction observation prior to covering plywood wall or roof diaphragms. Welding: Visual inspection Anchor Bolts: Installation and placement of concrete or grout around bolts. Provide the following certificates: Glu-lam Beams: AITC or APA-EWS Certificates GEIGER ENGINEERS JOB * $ Geiger Gossen Hamilton Liao Engineers P.C. SHEET Of 110 Prospect Street CALCULATED BY BELLINGHAM, WASHINGTON 98225 DATE (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE CALCULATION SET COVER SHEET PROJECT NAME: Woo two,f Li-file txrr-tn- S/d✓c , GGHL PROJECT it: 2,'&te-sr PROJECT LOCATION: 3a'`h ' aQ ,44,_,,av2 4 not cor ite-S / Crzt • OWNER: ARCHITECT: /Yl4 c Es "vo/c/ fj:/•A . LOADS: WIND: 8O4n,44 EXPOSURE: C TCre (-&cc anTiooys 42/✓ `oft SEISMIC ZONE: -3 Rw: & 7/i F idO-ore, -f a- i- jig.0 c yams- ROOF: 2Sp,y / R-% /itk C--NO art- 7/7,r Filo/Et7 FLOOR: So ,osrie - 6 Aft ce jNeCT f Taut-v/CGC 26LY oy OTHER: 20 ,CJ DC - tea/ •f/ i/c3cd-1 ' 77C CE,c/T24L 5 6a- Fa.fnnC RLo6- (rlS/6,/ By 0771& ) foA 1-,¢761 e 4 t- FOUNDATION BEARING PRESSURE: 2000 /03 'F i6C/C /YNCE 47- ,€ocJF fie N-5 17/R, CODE: ScL - /gcfc t192 „oic. R- 'ar-7- FRt-comENvfrflows BY/1/19-P62/4c f r 7f 7'4'C Coi(S.or m T, vc--fz ya t 0,9-TED ,//by i 3,/f9z STRUCTURAL CALCULATION INDEX: i PAGE ITEM ✓3 • S7efr-4-4 / - /oocJ. .L-Zo E/-ev. CCConC. Colt/con 2-s - .2adef Y • Figanit-if /-/SC/212G • -7ev. otC/3Pu.v/ Co&a 1 - ��jj��qq&gee- 7 Zo� -er - � t7 oo /5'eo c...s 7-/L /-/ec A, SLU.'G," etio or F:a&.iy cif 5 . ;� /iaud/a✓cS J /-3 - rxlPc-/u` o o1rkSy SEAL t — C,.7 / Pe HAili �/ d��r F a >i Cfoie(i f-1 ;n0,-7 ) 4�0 WAS!/4:TO G/—L 2 — - c -o, /P. ,/ — LA/1..c%/7 Se t J c.- ,-C /o 0,d S e+t~ °o L 3 iv/S Ciea,r e H 74 /ou:/S / / �'`.a 1 L / — E/W E/ea,PHI .4/0-E c/S l �`,_1, .,., �4. `/ 5 s/0 NAL t.k r 4/0—C/Z- c-/W E/2wrF‘eVS �Qsi�H. 6[zWi? L /3-L/9 — 43ea .7 /Ga/o-414-7 s-e, Ff 54P lc-4PS I EXPIRES s - 7 _Yz PRWIX1 201 I is.ye Steal 10bl!Paling ACatito too Gaup Vass Nil to Proof PHONE TOOL FREE I BX flSWb CB WO o / Wa//"4 Piz , X 0e✓ /3 al y . GEIGER ENGINEERS ' L Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO / OF 110 Prospect Street CALCULATED BY 741 -- DATE ///ZG 79 / BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734-7399 SCALE LQ•1/-Is .Seis pt..rc. zoo 3 ,, eorti." X _ •e C/O . G a« c„oot H-r - T7.1-e S — - H La s. (76 ) . . . _ ?O c rai/j p / 2 o-vo 4csci i _ 2.,0,; . (1/6,a co Se.- c, _ /citS 717cie/aar o cr, /7 Dead /ccec/S WgUse /O,/o.s = PO ,oIc c 94 !/ ... . Z *`/s- cre 7/ /- 2 P s ,cs r- Act-. Cic l;,7 7"i ce - /- Y AJ4 -/ -4C-- - — c-S— ,,e sI /Tree4 _ — . - . 7. 0 „F.-7s4 /e/, sc _ — -- atori--- Tom / _ 23-7 ASS S4 -7 25— /osvt /2v,r,cyt .0. I. ic/a or S 1 tea<.,--z_e 4 — co- S /a-r 4 / /z L. W,c. — 72_ r ,os 2r G 7-qe6 — t 6 ,as'4- (7riz c.. Cre,l frru, ,s, . — 1-c, t> 31 - 54, 67o — G yoSF E,,,,Apc 4./rn. : C <r. S- r.,J 1 — rotc-( 29.c. 7/05c ._ -'C( ey 30 .o/os "F />SryN D.L• PRODUCT 264-1 iOln$SHeelal 2051 IPoddesl Afrari ,IT -Grtlon Mass 01471 To C16er PHONE IOU.EPEE 1 600-226 6380 JOB Wool wo.-(4E 01-e/Kkpv /.3/% . GEIGER ENGINEERS Z t t SHEET NO. OF Geiger Gossen Hamilton Liao Engineers P.C. �n` 110 Prospect Street CALCULATED BY / v/— DATE ///2 6-�r/ BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE 2 Aro/ rt/Oo s /Crni"°Pt i vL t/ 'eA t -./ . . . . -- - . --f2v-c.'K . Z x C. T de G . �--. . . 1.-1-Z c.. ,,c-- .. /p it/Ca c,J , S�.t <7. , z . 7C4, . 20 o o ,mac% . . r So%. c 2L- Z.,)-P. �c . . GQ-P]/�-e f , /�j. re, ./O N" . .... ..... /[G /L''G. ` / 7Sp'' ' = W� (• .A./ = SoF"/iz d- 2a-*;a c 2c) 4 _ /6osetos -64(c . . ...,.. .. t ���JJJJ� i / /Go ` c (C 4 /+ __ - or j . . ,t (.$) (c` -0l (ice'FF)(`P,_ ^) � �. / �.^./S.-.`"0)C',it ) `'S tC f'2 XI ` ' r, III 4 s-gc,crS — 3d% tr/-Pr/Q6).(2.2?) _ / z • d s r�r,o)(y,)(sriz_)" — 2 1 r s/✓u�. -?c 9' rr-cr7- 1cbJ(.2, p (-4 2, 4 4 •/ .V - . Z_. _ �._ = 2 7 o 2 so c,p / /-r‹rz PRODUCT204.1(single SEHl3l2O}1(PoE4id)lA'»4fy lne.Groon Mali OOi IDOker ERONE ISa FREE 139O2256kG - -- - - - - - - - - JOB wcvIwo.-4CT WI /3ay . f GEIGER ENGINEERS Geiger Gossen Hamilton Llao Engineers P.C. SHEET No. OF 110 Prospect Street CALCULATED BY #(11DATE /2/2 /al/ BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734.7399 SCALE / W = ,/0,cps /, ' z, rS-- sa9`�'/vct• . .. .- . . W-e j._ < Sj(2 c)2 2 5 �� !ti..= ... . . SP (ac. 71- 4- 4-:' )." /3 /2. GAL? / .a, e k Ks ) , C 4_2c K 4 = 5- c✓Plye;'3'Y!=t / E _ /JP.,;^'/'s j •L = /Qs/ 4 = , cS)(soo /t) -( )(.zo x (L)y - 95 , C . /LF4-ci -3 may. 1 /- r c 'c6//U.37) . . , L 2 -r z . . 44C S ao , •,9" r 18 _ ,/ s: /: 60 : , 3C'0 . • C2 �k, . . . z�:rT 44c„4- - . (, 1 9� _ 7 Z / /qQ = yo _ / o k L-CAD f 1 e Sea —, ,, S�cc yr c zo-- . . . 17. LL-FDL si Pr-LL¢DL �!U as 1�«e...s _ / / - �oo /a['yz / Z.S 4- So#�f.e �` s- � t /O/'�`�z r /r" 6✓90 �7'-• • /,o Sb'�// 2 +C /O'/20 ., /o LG AJ'Y / :cac/ f cr't-+ LA,ac'✓ R4Q-( 9 (`C70/20) /092c — cs32 `c V = w-ei—r � _ • (s z�) f t = // q 4c / z z Se/e[ T S`% 2c 7 9 C S. (/3e c•r cI i 6cUNe r Lf 5 1 q ✓' Q ' (47 z•'�20Y 12 // Lt i( 7 i )� i •. 1, $WD j /'f *. ,(kdr io o ndy u PRODUCT 20441Sln,le Sheslsl 205-I(004a141 Amnia Inc Grolon Mass 01471 To Oiler PHONE TOLL FREE IMO-22543M JOB k✓ac Adov(/4 - Ste, )G (.1.2v /16v y GEIGER ENGINEERS SHEET NO. OF Geiger Gossen Hamilton Llao Engineers P.C. r/ 110 Prospect Street CALCULATED BY / /-- DATE /Z/37 9/ BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE /� FAX/(206) 734-7399 SCALE B7z-.1 p(Yv. veva 47 i 17 . 6o r/f-f> T,. . ec, /oC7P-.. . -4 rol-.i . -r.Cr ct :Fr_ '29 -a F A_ .70x;' - S8d°/ 2 / je 6,e S 2 cj (1:7- o?) (seo - Ara ) T :--?Y1-76 -?_,? f,so. icF3 l/ Z • f= e3 /i- .xs zo 'I- d- 1 b Q s- r s - sr s - S - s -4 4(S" - Zo. 7C /66 /-7 � Ce < /O j JC ,9T // r 13 l/� o%t✓y r ear S 1 Q�. = a �jx 27" or 6' p x 3/-Y. cLi ,F7,// - c Cc .ce - / P la /-66 Vier *eT 3 '=-� e (<•,pr/a4,(/j3on9 ) / (/ P �_- /- 0 l - J a ''P7 r(- i-- r (d J ( ?/ 3fl) - '. ,r/Z _ 7 a „ > . rS " b' Obi. 2(c = 23Co PRODUCT 204 ION*Geees)2011(Penal/Ae w/yn[.Groton Mass 01171 To Cider NONE TOLL WFf I WO 225 QM JOB W o 040,14 - " ( e 1rN?f/ t�fdy GEIGER ENGINEERS SHEET NO. - OF Geiger Gossen Hamilton Llao Engineers P.C.110 Prospect Street CALCULATED BY ...<///�J/Y DATE /2/4 /9/ BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE ��77 /n1// FAX (206) 734.7399 1 SCALE sC / .il./13Or .Ira M lt i , I CQ LL// .. .. . 2:6 cc1 Cif v: - ( D.,oi'J(?9o - lso) - // 2 4 .. _ . /5( $ f *i z.,.A -5-J(/a ) = _. 9- 7 2 k C s'o - C . Fov , /S .?. c A e /o p . G . W/u k i a-2- /zt 4 474- / i ? . 2s 4eift . ...... .A i i. 1 v i i v i 1, v t- c ;:. 2172 ... . . zq,o9 l ... . ./saf .. ..... ..... ... ... .. _ .. .,. .. ....,.... .. 2. -- -3_ :...,.irc).......................... . .. ...... 2.0 i.c f I rr iaL . . .. 7/.2.1" 2243 k. i - - (otox3o,) 4 c <.). p(ea 7" 6 iC 33 „ 6-/.8, C- y X 2o9cY-„ 64E. a- /0 i X z.r:j /gyp /c y C--Cy✓FfrG s 1/41 - /• t U — /. 2 7 C fr /u 5 4. .r/..t. r 3 d9 (f.rr(00( /42s9 ) . 1. a 8 '4 " .1 9 - - - w,. G 9/ , PRODUCT 201.1 i511p4e Ruts)205-I IPadaeal lAerxh,Inc Groton Mass 01471 To Orcer PHONE TOLL FREE-1002256Y0 aos WOLi6,1 14-1e / X 14 e v ' GEIGER ENGINEERSCa- Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO. OF 110 Prospect Street CALCULATED BY / V1-- DATE /2/Y�q/ BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734-7399 SCALE 4,C. � Ocve✓ 7 . . 4 / '/32 cc. c-✓l/ -�4,-1. = /O�, f /v,L = /o.-. We 5 -C • /a�z 3/ - Tr = .5-2 5"'�*.. . &Ic2.,f)(/car").._ . - . v w c- 6 1c V `� Z� <io� z_ 6 3 �c • ... . . -S2/e,c f cC/o ,D. t( X e /� / So o . �� ' v�C T,o, . C%soyeC--- 4racs- 41- /_.eF:( 6.-- .sue /a ' �,•4 : z0 -d ' . y . cz ` ... .Sc._> Yr X 2, 0 _ ./o00 /r W—P P /es/RA x /O ( 7kk) r (0) _ S� - x_e-1/4- = y. occ • -5-e l2C,�, b. AC/t D 'E. / (SCe....:_ 6- a,.1kr., 5 ) L I-ec� ,{ ,r/cno ) �Z �%2,c/Oig - lz / v `� ^7 Jn'9 (/- eriog) /227,> G 6X to of &,fWSys, ak, • PRODUCT 104-1(SInDk Sheets)$&I IPeddedl®s Inc.Grow Mau 01471 To Order NINE TOLL FREE I-00225 WO JOB WCriAYoiV "( 't 1 2 rX 4.,2 v GEIGER ENGINEERS -� OF 1 Geiger Gossen Hamilton Llao Engineers P.C. SHEET NO. �/ 110 Prospect Street CALCULATED BY �'//.L- DATE //zaV:9 a- BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE leaCCr AS‘r-G� air.a.•-- /re > r, i .CA ve '4 / ter T...., :$:.?uK =.,,./c-5-� gQ 0/' _ , /.Ks—/7sq- __ (e.L ?`-P) . . tA/ 0 /SJ(ic,-5)z- / '-P� U = 4^ Git3) (ra•r) - a. cr. .- ./. e. - . b'/ 4- z —, 2�'0 �, a c -/ _ .. ..,e Eo(x_ 'ac/-f vRI( � . /i% t,oe _ ./3 ? c7pc 2)-,(6 acc 4-7S..,yp, 4,-(-ecCi a C---c-( S S/�a..--2 — 2 zr' z - E A air?' e r� _ 2_ 9s sec w_ eisAvsfr/p.$) _ /- 2/ ff G% /_ - l/ E U c w 6:- z/)67 2 r) 9 39 z _ i 2'/ r 3. /8 (c .... S/,-C / 4,..ofl ,^y -�%c��1' _ /c, � /Z IUU�/F 0C/ /�C 7/t �i. • B v _ /�Z /, I tr-i (/o.) % =0.7 7 ' % -1's- = O_� 0 ie -2xro e /6 ` 6. c, s4E:. Lct -a«yi .5-i0uc.-1 — .2 zs' . . .611 = l%z( ?S)( 7.2 r) Z% := /p 'C. • Ure 2% P 76- rQ. C. - PRODUCT 204-I iSina SNeb12054(Padded)Aralri1 Ins,Groton.Mass 01471 To Order PHONE TOIL FREE 150042 6380 I JOB WCJC /G,rs r>`vl — fled Or t.n_o.v GEIGER ENGINEERS SHEET NO. O OF Geiger Gossen Hamilton Liao Engineers P.C. 110 Prospect Street CALCULATED BY DATE //a'a/9 a- BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734.7399 SCALE rf iCAPS-)C/a 1.4"Ati _ �. !9 /tom _ .. . ... . z . r/Q DF I j lifer! u�..r�(t 4 .. SrrJo--� = tom Tvr eOr3i�ro . y. 3/ V,..=,,.,....,.....'!!r(3) (to) Ctz = . / 73 4 �x ' a . VF2 .6)c(O /a 4g G'g1Jr et Gse ., .,Yr(Q7 ZK /oforsA A gyp_ ..G41G 64.c- !/s I v7 �-- l� .:..... ..... ... . ..... eg";?.., 4-4 q_- 3 f E f- fox iPa C7l — = f i7fc a— Ir-Yg s Al;el .e d�U4'�— F!l�c 2�k� -�-59 ` ''f = / 6/ /. 6/ ' PRODUCT 2N11 pile Shell ALi(Pe2Ledl/A-H9/3 mc,anion Man 01471 To Omer PRONE rou FREE 1.961123 6380 JOB tA/oo!kr,/,I-4 6c4 e f Y W✓ 0lcL� GEIGER ENGINEERS Geiger Gossen Hamilton Liao Engineers P.C. SHEET No. , OF 110 Prospect Street CALCULATED BY DATE /- a 3 - 9 Z BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE .574 ;r Laacl, Crmrj /crt %e . P c �c A n2r /r oc..t - SAtr lc( 9 -iCS--74kdrw : GT/z - ti (-172 - 3. z k = G-fr-3-z)(/r5_7-t2) _ /i /7? p _ / rL✓ � //7 (6 law>, a,c,,-t or P' 2_c c C c. -C..LFr,&A Co. -1 I MI -= pe _ (a_o }(c:4) = 3. 2 7 - V = P _ 2-oCc = 2-oC Ken[ b Cr 2 i3L)o `/„z / ?9-sue (C.) - ses ty l •-C ` s-t3 -4 - 560 - 4 f _ 0-0/ . = e tr-r �6a y�EL - , Sv-e1'd = (C' 2I ")(4�)0/C.r/a 6� j = S�- Z 1-7 9 = �z L(2i000#)(6.gy,z)-, J �w -t = 4 oS -7 65r C 4).Gstc7/ // a C 5= 3 2- P I= /0 3. cie 2000'� C-C,,e t 6( SCE c,4 v = z (s r)<7.3) ' 72. 7 ,os I/ c Cc_ . U.;-E. S4 w1704 c1 N /J// v 0/2 .O G - Sz.c-,/ / 1/ ( it bloc- L -,,, y — I'I PRODUCT 204 1(Single Sheets 1P200ed f /®Inc.Groton,Mess 01471 to Ulu BgNEisa{PEE 1.002256130 JOB Woo(L..o.fL, Gye;,- r w-- GEIGER ENGINEERS Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO. /0 OF 110 Prospect Street CALCULATED BY /1- DATE /- 2 Q- 9 a BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE Jr7 2.0 .,_ ,c - = _ /- 9 ec 7 /3 cc • o9r ' it.:2- x / 2. _ // pe 4 v.<,c _ NCO - 0 — J.= 2 ,� — - ( /f 3ou U(2.T tc /2)1 -c _ Q 'y am p _? 6,- C,�/&j (t/) - U -e_ , 6-)Xh i- , 7 .r= 32d , / -4.z Pt; 1= /a3 9 cvc; � • 1 3-2- - l ' _ -_'III P- bl! b/Gc Cc- "cJ/y �� �./ TS / cc-, P , Se r �g 7z �r,., -rue a.�,(.�l - PRODUCT 194I IWg4 Sneebl 1051 Walked}(Aeaffil/a Inc,Groton,Mass algl To a,t NONE roll FREE I-800.225- 80 . -- - '..—....r. JOB WOO(lA.rOv/4 bicie r I NB f/ GEIGER ENGINEERS Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO. // OF 110 Prospect Street CALCULATED BY .'Y--- DATE /- 2 Y —it, L BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE (CAL/✓ Y. — /Co N--2 Cow _ - " - - /aW-Qt. CA2uc,-E � �` c�.d � 5ov-e.en 5 >L /s"i/f2 47.L. C✓ = /z < a. 7 c 6-7 - y .s i.<-Y = / 2 s' 7''t X Z 1 2 7/ / c 3.CPJ e /2 fc o 6 • -5t,ey7a= / 3 co = ? 37 6 iY 3 • 2,3uo r1. r e, dr,<0? = 9s - ?6. 3 7,� a Q c 6.� r1z 7Z Q �0 3ca _ 6-,-a.,0(G7x/z)3 _ '^ .1t-carol - - 2Z"('e)(16x106) 2C7. .2 7, f VSe .ex' ,6" /I- = -T/. 2S� 2'= /.. ?-,-r.. / / .7= .32P fti //_. To AO &ae u .,./ , /tit = E.f '< _?. // r/c — s_ 2 s "-cc,. (/ ( i__s. 9 r-A, r- s. f.Kc r-6,c h-eu ,, -r f/Nv,f'(z K_____,,- '" . . _ {xc. &(,CC% - PRODUCT 101-I(5a0le Meet)24IP 1/AQ/a Lac,kW,Mass 01471 To Order PHONE Ma FREE 140-ns-oz JOB WO o/ .✓D.-d-CI !mil e r x Lid,-fr- . GEIGER ENGINEERS Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO /��//— OF 110 Prospect Street CALCULATED BY K DATE /7e r/ i' BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 714.7399 SCALE 1 I . Si hgPJoh rS 9 Eeec(.r CE (71-7-7,0) S,a/psoN HHUa z tSsr6. Tenaae,ffi in SAt.E..a 4s/E00 - - 65(/Z G' 2.e/Z /G4L/I4y 'Sx6 ,3orrou7 Lr,BH ' �ff T^1 c A. 2(Ccc � 0 v/ e ran / , (/Q [/2/- C7`9 :v LQ ,-cv/pc-ye s .v.Ts .7/6 2-orr,/Yo./ / I//Z/c.'ea. s!d XiWgI L O.(���J -? // l GX� �c J -- a frr TSJ / - —S w -5 e Aro-1 4'02/0 --( SY.,/te(TAR' --2xG / ./ 2.YC e 4-o .c. / r � / -r/�iJc-I A"6S 26 / �/ ZX/Z /� .To �.r 7?L. 0-7P- / ll 5/Mpsoy h7/fv et y 6 -/6c/ ./u . lS -C-....______:_ _Si-vf-Ic., L90 y,0/G-cr / P/G, 4( c -Ca 7/ 4'f,P// St6 , .."- ,/er.-1o/eA-t S . A/TS. PRODUCT MI INNSheets)'Ai1(Padded)/Aerls-/a II2,GIdoI,Mass 01471 To Order HONE mu FREE I4100-t25S0 JOB Won/(Vo.- T% - /le,'dc/.s.Ln— GEIGER ENGINEERS Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO. /�AA OF 110 Prospect Street CALCULATED BY VP DATE //2 o / ' a BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE • �. ,�'eC�fe r.r —v�-r e r.. Oj S . - -. Fco/rhy C. Eno/ fled& l,-• c e:c ofc.rr— c.u.r c/s , n 11 , e es-7 r/f- - ._ - . = c'o '.'rtrf_ ` e ,c� • --e- t7 /P, ea/ w 1/ 4,n4T c.-J 1.r 01.,r,.o ,PiL - ec-y.,r —r-eo1 / C a-i vno-aC-- 14.—. • F.d i j 4o�y— C SZ�Ps K �� VH_ = a'c1�2_C ,,/�' . (-9, �S . i c -<raori r /z - -Teo /At 2� ( �fUa 37 C /°o ff ,. - x , Z. = //A ° /ft' ' tA-q r I OfZ,, e . /6o e/,^ . ._ . = /‘ 0 . . . . 2 y 2 9.a " 1pC f .75- 7 ' As' „ .,..W.r Acr, �7 „lp" . ♦.rxf . _ . /i9_ 7 „psi G Zoou �0 Sao ! 7- � (. X) Z /_4 r1/4 r �le /Zrrc7-- ' b. - z 4 it-. 1.-- l l� c kr= {y. b� s 7. % . &.1 . (tc'' z,r5 '',(iz ') "4: ., /7 57 fe /z ere,-c, g //Cao .C- c./ vse 22/7. . IL:(ti . 42C-L . 1 • PFOOUGT 204-I iSngli She0)20511Fa64M)/Ae701/3 Inc.Grow,Mass 01471 To O2o PHONE TOLL FREE 14 0 225 0380 JOB ('Ice;/ (AM I G /4/2 'xwe..- GEIGER ENGINEERS SHEET NO. /el OF Geiger Gossen Hamilton Liao Engineers P.C. 110 Prospect Street CALCULATED BY ...A14 DATE //2c7 a. BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734.7399 SCALE f�v_p/r 1-sq --7 —Ott(7 r' f�e-.a,7 (.,.fw.-9 CU✓�- l�j Gn �( l Loch3 VP i j�Ie� 7 k2a o`oio-c c, Go<c(S '7/a. . Se i . ra /damn . l 0o n O. ... . /SPSt( x 25'is 70'x ... i ocsvt /. / = 2 .-acs ir2J ic 707- = 2// F?r vitt I.v4 //.s _ 4YP4-, pc2/ g Of Kx z 3 99o '' . 36'•97 is l z � • Iwoi 2S iK ^e 7 #.7 / Z- /2 9•t L ( I Io. = . /7, 9f ( 2KJ = 22.rroc zzsi4 3� -9g.f3. Z- - II q / F�s� / 1 93 *C C (2 °C C. 32- . do33 G" e /6 "o- C. /o " 2 -ooz 30 .00 3 9C C' /6 d.• G , I o I• • 0 PRODUCT 204t IAn9Ie Deets)205-I IPadoeo)/Aeca/3 Inc 6atnn,Mum OEM To Oten PHONE Ma FREE IAW.2266k0 JOB WO,( Lvo,- Hi GEIGER ENGINEERS Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO �, OF 110 Prospect Street CALCULATED BY -VI DATE //29 /9 L BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734-7399 SCALE ..L - /era / I/ppco/ s . :M Lii✓€r /to t4 P- 4 y%n �'-C nod e ` / . iC7r/ r�G/7 .-L �1 ,h. cu9:f P-.C .... e zvteer . fGe.. 7710 .recrc' -r'-rQdr. Les .Ater // /7. v-e S6Goar.../�.. <c-r, ca.. c '. /. c' "� tv i 1� . &V e r cH r C /oo_aF, jc. . ..cc° 4-r t(--e.- .77f.,-0 -c?c-tGr .4.2G.G y /OS c76 / 4-E.. !raac4:7 .. /e -eA : G'a.< 4 Pe-,-al c*(o0lcCe s4cr // 4cu-t 5SGwu,- Zp / eaoacr/7 4 /G-e orrrs �/PPS-. �/W 2)i recC-re — ,..LCR.c c . 2.Ctcro/ lHta cLL (. co // 4.92 va s&ec, vr Cca0-rr -/-7 . C 4-fC p'/cars . fit/ rHo( io ctol c .... eC c-vh /,:•.,. C C. / _3 I - r4 = sc.-) C 7:4 ; 63 : e, fkc,ci[ --- Cr : WifrldWa✓p(g LtP.....-arc( .."- . -5 F = (2. 3) (/ 3)(/4( /. 0) _ -2�'. 7r0svr Me7`4toc7/ /9 = (/. 3)(0 •8)(/7) _ /7. 2 P,r4 r,v /'t/er/4tvc/ 1 p = rf 3) ra '3)67) _ //- / pS,G Oe✓y-/ f"J.e /kce2( ..Z e 6/- 3)(D-7)�I?) = /s s Ps u,fl(ril- He LPG/ T PRODIUCT24LI151nos Shell 20511WEaeel(A£139/s Inc Glmon.Mass 01471 To OrSes PHONE TOLL FREE 1200-2:5E350 JOB WU°(an,r 4 v'`civr-Lor GEIGER ENGINEERS SHEET NO. L _ Z OF Geiger Gossen Hamilton Llao Engineers P.C. // 110 Prospect Street CALCULATED BY 11 I �w DATE //27/7 7 BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734.7399 SCALE N of Oa 5 Con-)1-) .'I( L) ' e7406 /Gi elle/4,d out Me 11rod 2Z A-17 !, oo c ': . .,. P90412. / - 9.3R rc �. .Fd.n. . 5'6o-cl-a" /c ( . 2 2 /6 • / �c E/c✓ Direc4dvi 4 2) /41ef(loci S i- Avl</4oa/ 2 ov e/4 err/-2t 4 a o : �7011-z �/• 765 Lc 3. co /c . Se s u-L i'c / o ctd s 20 c. 3 / r . /- o f r4i or 47S U _ ; 2rc / HLeXa = O. 3 _ /. 0 / C = 27S / �✓ = E U ^ . .,...Co•3)(/-0)(2. 7s ) W /38 W x /-r 2 4 « / / �c rc/FH la / /� �f 'aav / LPferr /52007- 7nr,/ �/oVr Wa A-1 �oo -r as/�oavr3 l ?S rarz X zs.�)( 75%S f eo /�, de/dof'/- uf�L /O './{r 2 V o x r Z ) x . /3P ,ell _ /2.O rc. d 2nc//(/ Walls //3-/.. , 2•,�./=/rri/a,./ 6a!r? i /Jt7c/.. Wolff.? 2 sic/ ; vPc•c/ Xocrc/3 = ( /or .2 lc t 30 #/e x C2 x 9 // f F0'. C2-sio/'t, rib-. Co/(/c.E aIS 2 t -).zlx /O x /So'Ke-f x qx %L ) x-(38 r/- / �6- 3 K - -- �� /J{d/✓. Lies's? 2 Co/(/{nHS Fda, PP�id/Loads = �9.E rc + s.3 /c )x . /2. x /. I 2. 2 7 k PRODUCT 214 ISmPe SIfI EOH IPeEEe01(A. &/,NL Cmlon A4v 4M1 ID Cger PHONE TOLLi'EE 1-0W4 ,6k0 JOB Woo( WOr7v/ $t€ i 2cr2Pr t34 y. . • GEIGER ENGINEERS SHEET NO L -3 of Geiger Gossen Hamilton Llao Engineers P.C. ,//f 110 Prospect Street CALCULATED BY " 'u- DATE /-72-9Z BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734.7399 SCALE I DPS/yh 'La f-Prc / 4,c/s c/ %...,G/ or , e t cs4 'G Ii :Eck r At ri. ---Th eR ✓ -,(e wtQrf 7'. ., . ... -7` �oo4 i Z. 72rp, 7 Jact /S . . can-Jet,/ by. /32 - Ea,biiPPvPr/ /Rr.�., �d� cad TP'R .S v�P 'Pr� . 6/ .T?4r.Sipt ar C2u , TGi vu. ,( rcty' ..T7r'u71-=. . C. °gro 4 .,/-Pve / .: .h . T..-p �..5,'0:!�l. /2. 0 < L793r - �/-Pv_ -2kEd wtodvl-e, ...,.I .,. ..,!, .,,.,,',,. .. se iJ t-t Pc- ' .... .. . 1>e3fisr1 ' .(C1..c'?/DY;PJSrQrr = . /g • 7 e C. 21 QKd. ,11137 d(r te I tv�,hd, .. 7-/t pry �r.P in .. . - —: � L !d a*� rs Co .k...r cvCP:— . . .7-G,P s-e_ /o'iccc/., c'i c.ez. [24 ra, e/'... .. 74/7.0 ,,. cQjcc/. At /7c5e7/ A f d ; /, :, ,,, C4fPrcr/ : X'o,ads .<e ivt.i.E' 6'7 , .. ,c0 t-i -.vele c lfru-r'ii . ... 42 ci,.s ,..... era w! .... ..f4cl o { ; a.'CC. Pt o' f . ..�a rfdPrP�/ *r �... .. . f l-t ey are.. u � s le re c/ : .Aa :....?`"tie 'Pre-F�,y;H ee,"Pr./ .3/�,f „'. I: .. i .. .Z,a '/-ercr,/ : G 2 -3 K. per . QHd. / 1cp fr 1� . I 2SY irl- ram , ) A conc. cots-. i cipi ./. . --= . -?(.? k+ (573),/?d') _ 27.O LC , Sets ..,;c .A-t Exf. Wails F�,1 = 9. 9 / k , _C� 40 4c-el) w;1.4a _ _. /` I C wt. II PRODUCT 204-I ISTGIe Meenl 20E-1IPIOd,}/Aenh/®Inc.Gmmn.Men oleic To 0:der PHONE104 FREE I E00-225.00 1 JOB k/ Oa/WOv 7✓/ /l e (per elate9 • GEIGER ENGINEERS SHEET NO. 2 - 9 OF Geiger Gossen Hamilton Liao Engineers P.C. �A/ 110 Prospect Street CALCULATED BY /-7- DATE /'- 22- .9 7 BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734.7399 SCALE (DQJ/yh Z CI /-Prcu / Loac/S , 4Vc d o. Serf iG CoH'f � II /PwrevE J$ A - '7cn , .. /G/71e/a/ /o_cto/s Carr/eo/ . e� . w'c� //.s , oy k to -5;<a . .C.. !�1��J. 7a. .Pre - .r/- i -1 P.Prrc/ /CWa'y%J Gi c CV VooC/ RRR1 �So//0/ / Ct � d ��� t .EX�ffriP� V-u ra J- . �coo/S/, ...,. TO . 6e �FJ pier &'leo/ .67 T.i_.7^, fi lam' �� �V Cc�- .M7.e/49 e —(eJlieL .QiG�C%r/cry , ��z 10 .ea- P /Pw4.P�.E.'( t f_vci wuit it crl ( 2, 4era. ( . 27,0%51 7n La r vcr l 2 r t4v4-l/S = /Z_ o ' /Z-o 1<., /o .Se/Jr.0-17c � . .D-earyvr LR ,Cer / amine- W42c1 7-4J�1-4 /o_ 12k/z = 610 !C 5 32/J re, iG nc, /.a 7Cer Zpcto/. CSrjrrSec, , b -.., z z ra Lim ((S . Ov 0c^2 SF / otc- o k C0 .e Co /vwevT- ...., ,p('t.. ...''("L+2 [may ff 6'i o rr . S r Pte... - r-l-S Grl-U WI e r 0 -T 7 -2 -Des r.,/y a er ( 4 - l.) -Ye T.5 -- ,c 41)P-'r5`t Lot le-r rc.4 C, Ce241 COlS. _ >a(26.3X) 6. o K = 22. 1 k S2iS.' 'Cc 4-1- Fo/vl , /T f ro a c. Co (. / d KS / = 2 Z.q � s.3 X. /2? = 23. / !c SP r 3 r^+ i Gam' t E < (icy//s FG/<s = y• 9 Cc ( - ua ) P /Egon d �S.s/d� x 3sr—x / 2 a .c. (..15e. 4 4 4/J S o ' ? ecre a rr 7`v04 3 Ljo,o-err raw , on !f-3 PvP- v. - /S/2SV /y z ( y 2 o G 22Y77‘y"33 f/ Q Sr /-13 f1 (fre v 4-621- ro0 A e ./a-✓ eqv( PRODUCT 204-1 IS.nO'e Sheers)20E-1)PaOd6dI/At fg/3 Inc.0Nron,Mau 01471 To order PHONE 701L FREE 16f0.2255$0 JOB Voo/wo>"4 $1e;/Hair elo/y, • GEIGER ENGINEERS Geiger Gossen Hamilton Liao Engineers P.C. sHEETNo. L -� OF 110 Prospect Street CALCULATED BY /`a- DATE /- 2 7- 9-Z BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY - DATE FAX (206) 734.7399 SCALE ..,.iles5ryN OV-" /✓/4 I a . . °4%0 F, T/C -,/. - ,7 S7`rc-,t ( Two ) .0i•- iffy%h.-a wt 'KO c2c�S . ,o-ee- ,F-7-i-4,- " _ /2-orC _ - e- o K Tre.e.3roN .. . = ,y - 2e = 2 -9sIc- Ce lc z wrap( to-- Oesr y.1 J2 --7 .I 7-`fs lc r-/c z wee _ 1.// 2rs)(7o) i W= A9.9 = - 2/3 4/€t Al = . = /a0,1 2c -2/3,4-lFf li T 3 • .,..,, f, &Ge /2 Cpx / (c Se / I VYY 7 (t. z-)=T ra A/o /c7r.C," �,"0.C- e . C . . . / 3 a g.r4 " 6---e,-e s r7 r Z " 0-C. ?.,,/e - %v, Paz :2 3e ifa-P.pfC< sic " C wK (.( e ,. .-S',o/.ce°I Cv of.cnr4.- C4,rd vrct-y -PC-, r 7 y' 2x Sy r, ,ig 7VS4 1���. 71 2v�;tiL = 3 '5' Are iCs / _ ,e = /6 ". e _ / o _ it- - -‘. / -7-9 6 t� = ze•3 ems, f‘,_ T`7 % V Le /f.3 'friv y •ai ar7s•rie ro Cot�es " F = s7a X/-33 x /-6""y = 432 (,%/A 45% 1c0/i1 z 'o( _ ?;3 c;ydt S 6 J ‘ ba /45 C /2 e), e, PRODUCT204I(Smile sows}20511PE0Ce01/MOIT/31n[.Gmlon Mass 0101 To O,Cn PHONE TOLL OBOE 1290.22563/0 JOB W vn(wo.-144 6419 r Y Iner" (% • GEIGER ENGINEERS SHEET NO. OF Geiger Gossen Hamilton Llao Engineers P.C. A/ 110 Prospect Street CALCULATED BY DATE /— 2 7-2 a BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE_ FAX (206) 734.7399 SCALE 19e-j y ti o/- —/S Q/-PF.4e6-I kJ-- re-;; cn'f) -..,. . z. 9a� . ..�� s/ c66(IS .el2 a--C k 2v No •C. — 11 " / '.EK"F eNote . /OGe- -e"6tcyr l..»rr_C/ - ei'(c/ ,- t-(-c (C .6' Z;CI' (700r Coatrs-e 4, cr/vs.+af c ("L/.S c - -.is 4C-1 •-2,‘,1 k:.yK ) , .,,I -P.i.kryy /CrYera-l = h ‘!-3 'C /fro A.4,bis 6 -re V. Cc(V /f?.� LIT ;cr.( Ev try!n-4 v! c /CJ' J, My = 4��/o/l h-`S5' 4C) =. /2• / /�c 'P- 2 u z.y- �'= /e , - , . 72 • 7S.- . A., ?- , ,. .(c?. 6 tc ) = e3. /�c w7,: 9z/ -4 .., r2_ — /3. 3 2 pv . e 3 ./ {c 750 , FACT Tr-rItra-cllieJ l'44k1-- 7. 22. 3 "3- - 0,o / /4s1 = 6 /4: _ - = --?. g4/11 r/(� 1j _ 2G9 r� /(a)z . o /oaf Use 6-- - r;17 bGr.s = EK ,Co = . .Go 7' Z /Ca ��r� qsl �oIIny / -3. C' = - o /y// - Pil(d'a PRODUCT 204.I{Single Dem)2054 jPaoo g}A®fa Inc Groton.Mass 01471 To P@r PHONE TOLL FREE I-0M225 6160 ',, JOBwoG AMP C, Ore rx Gt Ply Ki6-tCy, . GEIGER ENGINEERS SHEET NO L 7 OF Geiger Gossen Hamilton Liao Engineers P.C. 110 Prospect Street CALCULATED BY / L DATE /-2 7 — 9 Z BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734-7399 SCALE [-esty C- v/r 6 lam/. en As (lam w 'f) . F AP ' Fct 4rca - re-- 4c.--e vc 7 . • 03 _ le Or5 617 g /i /1O " .. /Cs = 'Cr ely000) g )z - i I o. o l 9 S Go/ooa J `f .hcv ! (� ©_ 20mn .1. yxFb S+ 9( a0) �S = 2_ gZt 3" 4 S� ,ar7 - — Gi l3 o.e o� ) Ciao 5�41�a ( e 3 `;d; c6/ GLNN _s . .,eci%6CL f- gcf oo<a!, s ad/ �(/Gvl lZ .<Gov-oev, S �9 f e ls�'�F/ X 2 S X 3 s -?401.i/i; e / /�1Z c -ys'x is'y Z = //• Cc leicyr pi /o x %'-s,`Y/Ya'/fy 3 - ?. (c .,Ara i.1419„ >x7 ,r/.Svi-12: 1-42 . _ !/. o3 /c S7, a9‘C = G•sa � x /v ' = 6 'ec f 6s8 - e re„ ! t Poe - SI.01 = /- 93 . 1 = •��p/- e„.7,a ) - 1-93 -) ' t ?/ �e = z P - z X• 3904 = z-o 6 4/c.f C / w? 2 / z = 2. 66 b w �9 7 / ��7"� "1,9 (34'.cgec)(3..5)- _ 18/ lc_ / S 6 "too 7- S". Q - -c PRODUCT 2t14i(Single Shee10205-1(wdefd)/AtaW),Inc.Cmlon Abu Gun to CNn PHONE TOLL FREE I'906225 ELM JOB tt/0-a 6Arn... `iA ('�(er%fit.pY' /3ldy . • GEIGER ENGINEERS SHEET NO. L — P OF Geiger Gossen Hamilton Liao Engineers P.C. AA ,, 110 Prospect Street CALCULATED BY .uL— DATE /— 2 dam-9Z BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734.7399 SCALE De-5 ry tit bi- .4//s elet#z2 vt/S (Co u I1- ) . . I ��/i,u-I u f n rr-tdor /rn yr (/fin �. "Jf) . .. C-(iCec (C /3eu4i racy ' C _��. Ire, ro r ro lvr�t v! L'C'71 0 e- .a. cqdJ7- : XQo#Z4/L 7C '1O.c 34-X el. _ . . nr.{c101135 : S'O'1If7..- .K 2S- . - 2- O � re(v'M.✓t ; % l/•V ?x" /o"X /so "�`7- , ?. 6SlG v1r,., : ? ?_ ~� r /. sx / so ,"14-7-3 //. 0.3 ( /2s: 7 ec Ore• r /z�: 7� = CZ- r �� Z .2 /Wiz . 7. 93 J!7. 93� // aCc rt./ � �X 8�X / Zr . 4a Y'dy . ID = N. 2 1 176(� . l I b /2S'. 7 E r. // "C? O /9;5- �� w�L L f- D L - .... op- w/c4 t<rc _ 12 ��(< 6. 8'/c ,= 2f73s,oa4- ✓ GV/LLiL6GtworE v 7 ..,7,6-ECp. J .3.„?,, at.P,-- v(or Z1,447(0 bars ; J // yyz �b = 964.erz (//) a /� 9t/. 7) ./ Z x(73_V eft 2i(`/ J % X /9 - ..,99, r •-c ilty _ 9 �� � �f /tts ba s C0 5 c i red1 r „ . 23 e /a`o-c. -9�Pz - . 009p v /o '' . 79 9t7 e /bo.c. .WeT_ r . o06o ✓ /2 " •6Z ''7e /2"O -%' ,z = .o0So✓ u2 " (� e /2 " s o . c. w (Tf(-1 I. r /l " of = /z.s— PRODUCT P6J915mpb 56m:11205I IPE6 Ed)/Aaam/s In[.Grtl4n Mm 0MI ia0bn PHONE TOLL SEE...2.46560 JOB (4/oo/IJor44I /P(/fr 8/oly. GEIGER ENGINEERS - SHEET NO. / OF Geiger Gossen Hamilton Llao Engineers P.C. All 110 Prospect Street CALCULATED BY All DATE / 2 00 — z BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED SY DATE FAX (206) 734.7399 SCALE . � c.12,� (COo 4-4 � . Cs/Li t.,.y ?Cal/ce. act T (!INS (c :44'J/ . . 41v off 740, Aa v C z4 c&cre Cu yo D. C.: s acre, °Ca A w Jc (21-7)( c /emu %soj2t f % 'e tith ) ( 4) 000S 4.3 rep P/( = (7. 07/)( /. 3?) = . 09t !— = ✓7�/9Z S' _ ocoG 0 pa -7 h,v.s & /g `/ o. c w L4 T'e rc,. f .Coc.c/s o n /ve.-r y F= z 7_0 IC 27X rR F .., 49`..` , ...o Yi ., r4-Q �or /1S , r-2�o✓± 23-y , A1g4fric�S, T✓✓U,�c3 ��c or Jc/GJ -y 1�c ',. ., dc.'i. L/pl'/oa,�wo.-p Gf -L�/P �'x l^P r� (/-/ram// 474- f /Z/L37/g/ .` -"k (iP�_P/ -Sir-cc , 2 - `// //'-C Si \I//'� C c..47 t'LG v2l- C��.tJ tPt c� /G,_,.r.(�c! .,.Vcr r /rc o-( / /.l .C(uJu P-r•. cr.¢(0 v7 • SP7 • . y�2 r _ 74-' ' 2- C' ..� �. /G,,I -�f�. ///0 'Y 4 Fl l4./ G^.7-P�c.�� {cr of Y�fJJ L '-2 _ ISO j.f C/r,P ✓1 , ./c,,1.ez`.( S7e0/rwl , IuQC F . 2S � 1�� . _ <2 S-) 3`f o K = �.S ti ,c _ J1-. 6 Cc_ 1 3c' �3 ze r ierf a. F.44. V✓a(r5 Aa sr 4, //S v= 9, 970 )04,17f- 9/7� (/.3 3) _ loa l f r = 9 %/o _ /s,,q = /6 6v //s 6Ek/f - /bP / W e S/ cot C �� O • G, PAOOOCT 2O4I(Single S0efoj ns.1 IPaOOeO1(%Va/.e Inc.Grolon.Mass 0101 To Goer PHONE TOW PEE 1800-225 6380 li JOB G✓Oo( A/o FL a/QtocCI_PV . GEIGER ENGINEERS —Xo Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO OF 110 Prospect Street CALCULATED BY DATE 7"/"2d'/9 2_ BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734-7399 SCALE • • -be.)ryA7 a1 rS-Aw Eleg-kfen71- s ...4-74- 400 Cr/ Wcr.//S / v = /2_O - ( Efrt r/ire_ SLeo..i 2r.-i c./Rai/ . . . :.. T - l ..:/en iI .L . s.G•eup: bva /fJ = _. ze /-e / /3-- r. g3 . / G(1Z „cDY- I,/ 65d e .g <� "$�., >.� . t 1 C 'o re.. /iz `"o.c. . , ,tit /2.0 k x/o - /2 0 ".r cs 2G0 -'`'t/�'-]`- • HI) 7 7..3� � = 2/ 7e10- •• . . .. . (C(I ,T(4as 2 !-(o-ar) 3 61, = MIST . ? = , , 7 a —3i 7-v-5 = 2/S3 0'4- p eve je QUL,P( Dec,// //ocd -de/ zc/en' . ..e . .P2 , (ter-cg . . cli G4C-2 . _f4[rye .wSi cc/! W c( . 7{'P c fO rrt S I CCtari 7e k y 4. 7 . ro cep 9 cl, f % / /v-fera e e er P 8r 670 .l-t7L CT SG. s-,a0s17<S = /-20 e/�aa,.rl-- U>2. . prr-pso.41 pcs _ Ca m n7C662. 710 !cs .S [ czv la „ Q.J / y', -c /am V .-, <• 0 73. k - Sf-n, °y ,z-'63'7 �/ I s St: ot=" /204"X/0 /20 '� /wlsT 37 /2a7< _ L y0= /u/,. ,t .420 OS `k Sr,+P,3 0 H a/c�/ o I< cr 9e t o(rd-T ;ka-/- — '`__ lir,ieve-I z' ii ' 'Li,= /20 lc ,c s.s' . p/ r1�4 FG4 { II 1 r 6-6 '4_ / tip = /2cc X$'/2.s -ilk .s-1oJ, v 6Ze 2• C.9k ecc P5000CT2019(Single 51n(s 205I IPaoCeHI/t9/a Inc Cmmn Mass 01411 Tn Order PHONE TOLL FREE 100-225-61210 JOB CjQ4I rArrn-I L1 ` bite F DC r fl(r GEIGER ENGINEERS SHEET NO. —l/ OF Geiger Gossen Hamilton Liao Engineers P.C. 110 Prospect Street CALCULATED BY DATE //Z d/9 Z BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734.7399 / SCALE ty ti r.�- 4/ �l,Pa-Lan S (Co.4V) Se/2c T GXV , 10aJ'/ S P-7;/6w S.S 9 'Az </-3 3 = -7 V4 How- ---- 2. 3y (c x /_33 = 3. i/ Cc occ re J .�1�6-x/214 q a r= o C-e c Lc ro U-r b r rre`.( ,A o`e`e/ ( rtio[t �� �r�J30 -- . (6.6i'�) /Zoo o) ,-Fc : b. . , /- -9r. es-r-t f sib .13 /000 te, id2ad en r 7 ° �� 96 = /a3 occ ccfros_ ,c)os.�s / . 3 C c .0 4 C' st�s = -�_3 _ zo k�('S sr(z) = 37 " G r/oG)(/9"a_1;Y4 FP0000T 20411Snp!HShsels1105 IIPaddedl in/3,Inc.Groton.Mass 01471 To Order PHONE TOLL FREE 123004256320 JOB ("Lisa byti,f"`t - r"-1ertC.tas— GEIGER ENGINEERS Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO. �!AZ OF 110 Prospect Street CALCULATED BY re"— DATE //2 e/9 a- BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 / SCALE (C)-PJ r y 4t cr4- ,LcieGvr � -e c.t.-8 C'. ,7,1c/v. Wails F ^, U. =.�1L � - /e - �T .., . . -nK 6�4d �L/f 2'+-c/J/ SL2L�v� C Ca u;.f�r�.�I"{�Q, ) C/3e % .,Clnx 2/ 9 4' f{D _Sr la , N� Z!� /lot-= ?/ 5 x co- 219 f lA `ray-tivo- nn y !!, - 2 f' 476 = 2K 2 3e Gt. . et•—• el. ,& /ow' , 24.-c/ /' L)- 4ac4/facis a'4oy / //ZWoa:4 + ram✓( vt• ... . 0-vt� �j"9[� �Q vi.Cam Cr (4rrtn S !/ Ex F wq (ls — - 'ke;cr �( / 7, _ F b�/fs u y-e- c/fl' -1;(tor 6o/4 c -tom4 0 . c , PRODUCT 201d15in24 Nes)2O5-I IPgOai')AAM:MA Inc,Gmim,Mass O1471 To Order PHONE TEL FREE 1000225418O JOB Wan(Inma- I(I( �1 e r is int v- 43 (dj . • • GEIGER ENGINEERS L_ Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO �/� OF 110 Prospect Street CALCULATED BY .4 • DATE //7/9/ BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734-7309 SCALE 61cPbt of L.Qce (M C cr •'F 4t..0 r /r c'..S s'n-- . . / /' I . .. _ L o-LKY (joV-.Qi.C4 / se e e. ��" /, T - ri _ jci- v 9 " I i9//cva OCe , - .6c./f` = . 7 1.: /t l/• 33_ _ -3 .8 41/4a/F. ; _ U re 2 ect.. • i��..oa r� re ci I- I 4r-tc iw6.- JI5 , rfy q .�//--s .s ece cl J/,f�- 6sj=/�� I A, a, ' i 6. ( s /2,e .= 9 " , 6 c/ - 1 rr 4t., ,v. .Ca," ,4Jra`e oy 1!4„ q.i _itfejuca. .07--2a•i = _ 2/(3(S(Q ) / 33 S97 / "c(re.� Fe�, ~ l . ? 4.5 �, G - c _ �ecfc.c. d 7ec ).c e. c .7/(2 ?st )/.3.3 (=._. . K 2 9C 54cc, rip. z 9, 2s-c. z'/1, /t- 6?S / ,. '# 8 ee Cc-- 4oun 6, e��C'w✓ * 72e e..3 ;oet zt �,36zy,- 2 A. e /- � ?� f .��G :r L. U IC . 1 34 "sf 4c-tc (tat $ C /a cl . .re.-1 riGwao-? f £tic(c(TJ/Tcnce o,-i /aioau-r = 70( = Sa:2S (17GCec-t c q oI acI,oE.t J S4,rt 29/c ,I' 4.. Ceptle, trf r‘thwirl S% et 7 7/ ., Soy 7 d g2r" -,. _ , 6.7r (294) _ ft6zs I'I l (s •2 -, s-r2r J 24 �J' = 8 " E3firI PFO000T 204 I IEingn SPeele)205-I(Padded]//tellBfg Inc,Groton,Mao 0141 To Oder PHONE TOLL FREE 180622E 6380 JOB WQQ I ir.ru'I h t41 e r V4(-' • • GEIGER ENGINEERS SHEET NO L- "g OF Geiger Gossen Hamilton Liao Engineers P.C. A / 110 Prospect Street CALCULATED BY i " - DATE J/e/7/9 7 BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE /3e At ,-r : CG fv - COcf Ate.C-i-rEQ 4 'CO--P Ili. - - - P(4le (2p!f /4i, 6 Er-f is �w - Jr = 7'� f /'4 t''4 t 51% r " I %y i p ` i_I / n 6 Ep %P EP. CO v vLI t--- Se / C ZP Ste roc-Pc-N-fie a /,,A,2 ti /- . s L).-/aWn / - c)M / c. mid li 2 SA, ( PRODUCT 20415 np SI eeo1205-I(Faddedlevngffig Ire,Gmlan Mu¢01171 To Order PHONETOUDEE I SOO225.51B0 JOB ryW(k w/'"TC/ — frileNc KZ to'- . • GEIGER ENGINEERS Ai— SHEETNO. — OF Geiger Gossen Hamilton Liao Engineers P.C. ���// 110 Prospect Street CALCULATED BY I`ll— DATE ///7J 9 2 BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE J (c u_/ e EL2Lct r p vi C-d�nn ...Cr�.G r -CM- r G. `7— /00 j y l.�/� eta. ,i4.F / Ep . era sA /�P F . - / ' Q ,3. 16,., tr �//( At C S 1 � [3OC7 (rYP) iy A ies e Weis Q.-tt1 Pc4¢ icS TryQ• 6 I JJ / H�.use Mt leS lT"'J„,,,,)iz...: 1 ICI 6""2 4=L t-v4 r(ok A PRODUCT 1O4 I(Single Reels)205I(Pa4ERCl/A»/3lnc oro!nn Mau 01471 to older PHONE TEL FIEF 10W225-k0 JOB Waal tin. d' - (O f-, f r • • GEIGER ENGINEERS SHEET NO. L--I6 OF Geiger Gossen Hamilton Liao Engineers P.C. �J� 110 Prospect Street CALCULATED BY 7401 DATE ////7/9Z BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE . ',/=�-EC l/U /o GovG4v fe0. � . r/a c C9.1-, C 'S e acacy S% n I 3 /., :t%6¢f/o[c, 1 F41- / EG1, 1 1, 7-•5,o. 1 1 r n. ,i 3 . _ _ . 1 'p(Sa I i Ae,.. iiiik I . . aate amma• / . All 6„ I „x a !3a se aleS ( 5,a) i t/Pvci 1/o/f .8 PRODUCT204-1 LS440 Sheets)203d(ham(Artigh Inc,Oroon.Mass 01471 To Order PH04E TOLL REE r 800-225f390 JOB WALi( Info v d-4 oil If X HD v I GEIGER ENGINEERS SHEET NO. �— /7 Geiger Gossen Hamilton Liao Engineers P.C. - , °F 110 Prospect Street CALCULATED BY /A� DATE /7� /9 z— BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734-7399 SCALE / / I �' taic isles 1 st T7P I _ I v II fs t '1 — I, ' /0 / ." 1 r- / Lr 1i _/ _ - L T'S" J - - - -I4r7 1 - I 11 ( I —2e[ / f�(O� s-P4 7'//— /GP Y 2 Cis c4.--4 cv ci PRDDDGi2Nd(slno,sh1 t11 ID?I odo,o)/Aflbe)a Inc.G21on Mano ol4P to omm%AlE TOLL FREE l-0042E-38D CV,"14 f JOB WC,Cr(I/4r, Tt, '— 0�c^-L[_ GEIGER ENGINEERS [ _ /a Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO. , OF 110 Prospect Street CALCULATED BY rw� DATE //// /q Z BELLINGHAM, WASHINGTON 98225 (206) 734.7194 CHECKED BY DATE FAX (206) 734-7399 SCALE tr :... e c.(10✓I- Cr rt-1, T- v YiQ✓ S C Loco 1 s 4. e C '& ,O.ec. ---1 7;7 7- E' . O — , ,- s�f1aags- 3, , 1 r�.o 8`f line e .. .. ..... WeioS 571 /344.cl5 9 f .[ 6 " . 1 i f I a i G.,� ( z Q4ae Pl4eS Tom, 1 I PR000GT 2011 Sln Is SAeeis 105 i Padded A®r Inc.Gmmn.Mass GN21 to OiES PHONE TOLL FREE I-W225EY0 1 G I (Padded) )a JOB WQo(Wr✓[CI IA1 e ce fete[- GEIGER ENGINEERS SHEET NO. OF Geiger Gossen Hamilton Liao Engineers P.C. 110 Prospect Street CALCULATED BY DATE //!9/92 BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734.7399 SCALE ,.[[ Cr- / 0`/ 0 r ✓t �i �Hlf Orr✓ J Q 4 r- � f Po d e O GNgq 14-1 747-5> /%y �P. gyp..... • • q _- • �_ 8 i3 • It i .'Yv rife. plAte (- As l is le a ✓ . • MOULT 2041 C5102Ie 5113)2O5-I(Pad0ea)/Aase1/.Inc.Grow Alan O1471 To Order PHONE TOLL FREE 1400425555O JOB V✓cra(t rot P CI 441 e&Kee— /3&Cy• - GEIGER ENGINEERS �- •SHEET NO. zo OF Geiger Gossen Hamilton Llao Engineers P.C. J� 110 Prospect Street CALCULATED BY r�I '— DATE //20 /7 Z BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE �t.-ta r.re- Gar U ... ..... . I -..___...__.. faces 7- .o, eir4ev/.'9.0 '7 /o r _ _ /a � 4v-tc.tk CC/4c-IK ......i.,...., -/ wt - -- - t,C c - jf CQ f sr - -- .. 6 "f7 bars "9sTwi /d cis-- , _ "//_ ./- .- arc,cxe roY' ezCrq/4. Pace". W/SYd, 90'400/c C Ewa, aa-avl ., . ' -_ -WT.spira/e 3"0•C . �i - - _ f . . . - III • //rr— EW� OC: , 7 /� .AST i Cr- G: •y-.is., �,a•� fie, S!4.b ... E�.�� wa -y A O __` —. a -- - / r -- . a 6'r�.ce /6 i p Py,y F,'II s a" n . o �9 O� ., e e m .3rciR r--G.) _LQ��/4i �' E wes I— / • (tira/fz a iVJ.i4 - So,./4 PRODUCT 204-1 ISlnMe$h,m12O5-1(E WEe:q/A699/z Inc,Groton Mass OHM To Order PHONE TOLL PEE 1410412509 JOB WOO/ Lin f C1 Y41 e(zLl1f/ 210141 GEIGER ENGINEERS ✓ Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO. —{J�A/ G °F / 110 Prospect Street CALCULATED BY / �- DATE /z/S/'( BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE I` h ;; oa V "it J „, a • 4.1,, _ , ., ...), S •' Yam. x4... . O o i r QU v N 3 - \ iW 4' • 4 k / h W to os L 0 I \ ` h h -Is `y, M'i h 1 jk p J N,1) 1 >� I \ l'. • \ ( , ; . / 1 J 'ICII. S Itt ho t ‘3 —' ,,-) 4 qu I_ J L N . - I V k . PRODUCT 2041(St*Web)MI[Padded I(Affi/a Inc Odor Mass 01471 TO Ode PHONE TOLL FREE I.0O22SO0 JOB WOO/ws -F6 "IQ'f x- .Oc--- ,eloiq. GEIGER ENGINEERS SHEETNO. �'C Geiger Gossen Hamilton Liao Engineers P.C. OF 110 Prospect Street CALCULATED BY DATE /2/S/4J/ BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE V a 3 t'3 1 I b ` k - o 1 a b' 3 \yw , ;Q� Vc - a i, 3 P \r \ iy S1 . I . :V' ao . \ 't l 9 O 1 M n^ \) -.1 1 . 1i II l I ( II II 1 f1 ' ;, ,I I II ii II il II _ s I- UK Ub lW •ra LS"1�J=T ___-___ ' .. - I ry/.,AA O O �/ 1 ./://: 'LC \ LLS I._ -----__ (____ _ 1/4 0.5 1 �, + —a== \ gat ,fri \rn 0 V� $ \ / , ,I II N. r \ J 8 J < . v J 4 v . . - i-- V - PRODUCT KJ-I(Si*SW%206-1(Paddedilnortulh,Irc.GMOn Mass 01471 To 0101(PEE TOLL 1PFfI-800.115384 MARC L. ESTVOLD ARCHITECT, A.I.A. RECEIVED 3110Commercial Avenue,Suite 102-D Anacortes, WA 98221 Fax 1206) 293-4049 Phone ev 29 -��! BUILDINGUU DE PT. TO: Grp bA i.JAccZ\t5 Date: )0 . rj- _1 Attention: ihdl\C_ rtZOc°JC RE: 'V JeSt L2 %4t J )4 eNicocI_ 'CO WE ARE SENDING YOU (t.,t1(ttached ( )Under separate cover via the following items: ( )Meeting Minutes ( )Prints (glans ( ) Samples ( ) Specifications ( ) Copy of Letter ( ) Change Order ( ) Copies Date Description /I151I i?L►' -WS Fpg__ islave y'- Jiej I 11 • C.9 I C ?Lptt.LS fort i'i, to ck-c ►may c THESE ARE TRANSMITTED as checked below: ( ) For Approval ( )No Exception Taken ( )Resubmit Copies for Approval (t....)-Fr Your Use ( )Approved as Noted ( ) Submit Copies for Distribution ( )As Requested ( )Returned for Corrections ( )Return Corrected Prints ( kj<or Review and Comment ( ) ( ) FOR BIDS DUE ( ) PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: SIGNED: If enclosures are not as noted, kindly no ify us at once. ------- --- — • - • •. Cost`irreguard: - QOn1tc '9 Board • `ran tlafaSheet �.• Metal Trim / � solrn Hoard I, fis {` I�� Wood [NMI: Fascia MOILS nem ' �_1H'Minimum Sp.ce 1"Minimum ;�� ,y� Pdp Edge i._' Soft eoamd ..�� Faso. hi �I Wbod Trim= Insect Sewn Tom Vent With i Trim Wood Fascia Sort spend Insert spleen , 1 MASONRY WALL Sohn Boar: FRAME WALL FIGURE 1 EXTERIOR SOFFIT ALTERNATE FASCIA DETAIL$ WOOD FRAME CONSTRUCTION IA -C.R.Channel it Hanger Spacing Hagg r. Max. �' lir'I 11111111;„ Maxi um$pacing,I-It?'C.R,Channel ForD.W.Metal Farling c-g flit 2-1/2"Metal StOds sing 04 3-sib'Mehl Studs S•-0"O.c- A Clip or �'rr- r Wits Tee bier Type X Soffit Board r"''•._ .. etal Stud or Furring Channel or2l.ayere Sh nyt6'orE4'ac.Madmum Per Design) . ' per Tested Design FIGURE 2 EXTERIOR SOFFIT OR CEILING METAL FRAME CONSTRUCTION for further technical information contact: Domtar Gypsum 1-800-D►M7AR 4 (Eastern Time) For export sales or Inquiries, call 1-800-DOMIAR 1 LIMITED WARRANTY Pemba Gypsum expressly Warrant;the products shall not.under any other C•rcwmyternces-be?ablator Gerry by pufcheee'toe defective produbts descnbed herein et be bye tram delNhlsat the lime any imperfection,fleeter burn specifications of usr fM made In wrnrng wlmm SO pays kilter she pur- ofshlprnent,Except for Guth express warrantn, other defect impairing the quality,value or sulmbility d re0eiproretdprn$m and In elf events before Dome Gypsum meice;no warranty,express or Im• any product,In no event shall Dormer 3yvaan be saltation Is otmnnenwd.Dancer dypatertsheil " per.and ell wenantle$of merchantability.Mrtess for We lot COnsequentiel,Speotal or Contingent Herr- ve the right at its opttbn to repress or rep/Wry ■peniwlar purpose,eM other nt*r,tiCS art die• apes,or other claims or demands,inept to the have !active pnxiins,to refund the purr-base price or claimed and excluded by Deane/Gypsum,Ekttpt of me purbnase price M the product.the relvno oe 1 grant a readrhsble allowance on account of such tor the breach of euCh express warranties,Demur which shall be the purchaser's iaelusrve remedy, efed`.tl. The speetficatlon,herein contain me best Information we given arta smhcturel$pedreeiior!Supplied by Dormer g or Inspection of plus,buWinpb or prbduet woke.nave feting to our products.and the recommended Gypsum representetives shall be used at me sale risk of dens by DomlarGypsumrepresNttatives She not be 4te%01 Our products ere based on tests behoved to be those rearvlhg tree Who one Dormer Gypsum assumes nstrued es approve/tlhereof by Darer Gypsum. reliable.These;medications supersede all previOe g is- no liability or rasp mobility for Mr.design or constructi[rh ;tuts and ere evotr Id mange without nollce.All advice Or any Structure in Which its product$are used,My view. SyprOC it a regisitred tradetlark of Demfar tnc. I kneel in U.S.A G&13 ms 152-9= •C I. I Frain gafa Sheet Product Description and Uses Specification 1 The installation of batten strips may be an Gyproc Fireguard(Type X)Exterior Gypsum Gyproc Fireguard Exterior Gypsum Soffit ; acceptable alternative to joint finishing. Sore Board consists of a noncombustible Board is manufactured to meet or exceed gypsum core reinforced with glass tibiae ASTM C 931 or CAN/CSA-A82.27-M. i Decoration and surfaced with atan moisture-resistant Although obsolete,some jurisdictions con-I After the finishing process is complete,the paper.The product is manufactured to pro- tinue to reference the Federal Specification.I exposed surface should be primed with one vide improved moisture and sag resistance Gypsum Soffit Board also meets S5-L-90d,i coat of a goad quality exterior Altryd or Oil- In addition to the exceptional fire resistant Type III,Grade X,Class 1 of this specfflcatton. based primer-sealer.Apply texture or afinish characteristics of Type X gypsum board. I coat of exterior paint in accordance with the Gyproc Fireguard Soffit Board is produced Product Data paint manufacturers instructions. in 48"widths with tapered edges,in star- Surface Burning characteristics:Flame dard lengths of 8' and 12'and a 5/8" Spread Index 15,Smoke Developed 0 per F 1. um Soffit Boards are not recom- thickness with a Type X cure.Exterior ASTM E 84 or GAWULC-S102.This produc� mended In Iocatiotis directly exposed to gypsum soffit boards have working qualifies for a Class A or Class 1 Flame water,Suitable fascia,molding and trim characteristics similar to regular gypsum Spread Rating of less than 25. must be properly installed.See Figures 1 board, Thickness: 5/8"(15.9mm) and 2 Gypsum Soffit Board is designed for use on Width: 4' (1220mm) 2. Maximum framing spacing for 5/8" exterior ceilings or soffits that are protected Lengths: 8' (2440mM)and 12' Fireguard Soffit Board is 24"ac. I from direct exposure to waist These designs (3660mm) ! perpendicular applications are preferred, may include such constructions as ceilings Edges: Paper bound,Tapered 3. Install control joints when any of the in carotids,garages,open porches,canopies Ends: Exposed core,Factory cut, i following conditions exist I and walkwrdys, square a. The soffit or ceiling Inverses an ex- Ceilings or soffits should be designed Mori• Packaging: Two pieces per bundle,face-toe pansion,seismic or control element In zonally(flat)or may be inclined downward face and ends sped with Identi-, the base building structure. away from the building. fication labels. i b. The expanse of the ceiling or sortit Where a fire resistive floor-ceiling or roof- exceeds 30 feet in one or bath ceiling design Is required,the use of 5/8 Application and Finishing Idirections. Fireguard Soffit Board may be permitted in Gyproc Fireguard Soffit Board may be am c- A control joint Is incorporated as an like designs provided that the substitution is plied to wood or metal framing members. architectural feature. based on the same thickness,type,number There are two detailed industry application of layers and attachment details,Specific de- standards as follows: 4- Installventiltic devices e to signs may be found in the UL or ULC Fire 1- ASTM C 840,See section 18, local building code requirements.ot Resistance Directory,Fire Resistance Design System XI Application of Exterior Gyp- 5. Suspended exterior soffit or ceiling Manual GA-6D0,local building codes or al- sum Soffit Board I systems must be t igidtred,braced or ternate material approvals such as IC90 ER 2. GA-218,Sec 16,Exterior ApplicationsoY attached to solid hanger rod to resist 1874, Exterior Gypsum Soffit Board wind uplift.Refer to ASTM C 754 Stan- dard Specification for lnstellal1on of Steel NOTE:Building codes may not allow vent Tire treatment of Joints and fastener heads! Framing Members to Receive Screw- screens In fire-rated soffit designs there- may be finished in the normal way that I Attached Gypsum Board lore ventilation will require roof-ridge, regular gypsum board is finished However, power vents or other means of attic experience has shown that the setting type PrnnwtionS ventilation. compounds such as Gyproc 90/45 are less • Use an approved dust mask when mbdng One of the most commonly specified fire- sensitive to humidity and the finishing pro- or sanding joint compounds or textures. rated soffit designs for al-hour roof-ceiling Cass can be completed in less time.Avoid' * Aft gypsum boards can be damaged by construction under trusses spaced 24"o.c, finishing In cold or inclement weather. severe or prolonged exposure to Moisture can be located in the current edition of the Refer to GA 214"Levels of Gypsum Board' In elthertransportation,storage or during Fire Resistance Design Manual GA-600 Finish"for finishing criteria. F use.Adequate protection will insure maw- (published by the Gypsum Association) Use Level 3 for bevy or medium i mum performance.At the jobsite tarp or i under GA File No. RC 2601. textures, cover with plastic sheeting and be certain Us"Level 4 tar light textures. ties roof is water tight before Installation U, .Level 5 for nontextured uniform b gins surfaces. INSULATION CERTIFICATE 023216 P.M.Y. BUILDING P.M.W. BUILDING P.O. BOX 973 719 30TH GT. ANACORTES, WA. 96221 ANACORTES COMMERCIAL Type of Material Manufacturer Thickness Si Ft Covered R Value Width t Bags Wt/Baq DEMISING WALL R-19 UNFACED CERTAINTEED CERTAINTEED 6.25 19 Total Sq Ft Installed: SUSPENDED CEILING NOT APPLICABLE Total Sq Ft Installed: EXTERIOR WALLS R-19 UNFACED CERTAINTEED CERTAINTEED 6.25 2671.00 19 Total Sq Ft Installed: 2671.00 SOUND WALLS R-19 UNFACED CERTAINTEED CERTAINTEED 6.25 19 Total Sq Ft Installed: FLAT CEILING-BATTS R-30 UNFACED OWENS-CORNING OWENS-CORNING 9.00 536.00 30 R-30 KRAFT CERTAINTEED CERTAINTEED 10.00 493.00 30 Total Sq Ft Installed: 1029.00 Remarks: Sono-Therm Insulation, Inc. SO NO TI a 2644G 666E P62. 903 woad 03A1a.r3a xG`AM. G-'ns n a Geiger Golsen Hamilton Liao Engineers P.C. New York/Bellingham TElECQPY ME,4SAG4 DATE; /2/91f/ FAX NUMBER Z J3 -- Obi f•-3 PLEASE_t(AND DELIVER THE FOLLOWING TELECOPY TO; NAME rci 4 C COMPANY: tlgi'C & Offfro- �o /Q7t(4t91et FROM: 6{' /°ner' ,t~ram% ry TOTAL NUMBER OF PAGES (INCLUDING COVER PAGE) PROJECT: l/Vcscr(4 'ote-71 — 27e 'et,Qse- PROJECT NUMBER: 2/4204' -' •5-71 ENCLOSED PLEASE FIND: l/g e(r"tin 1 (e a / ✓••+7 /3 e R u+"7 -- ra (Le[ i.a H.+•t rc k1./c d t'tL 4.1 5 DTI rvtct . ,l / 4 C`r C r e se- w /w GZ r/ se c p (q vt -3 T � �ff`-✓( --st'wr�3'U e-Y (ref !4 y MESSAGE: 7- / ✓ / ��.d tr i z ler a. y 74 L0_ .Sect Ctl C"C 4.e tsL F7 rr: yr s-t.e c /d/ i e. c-r.S / f • r�[: r k d fur. wr S et-i t15 o-.e PVC) it et e s.t t C ca/P` re tin rT,,. 1 , (R T e'. _ CnLt t-& currKenJictrn -2- 5C< n .res t{ l.-& /C ' CDK nitrF��fG� oh ILe / LL .'T`� . S. 6'i �--+L� Q� _ �� •-r..t C. r, [J in lJb ()Li ]1 v(p hi2 J La,AA u1 / ✓ ' S S W re 4 . t4 r.7 r4 14)r+fr, C/ et, Piitn ,' .S-� ee cue Ecarr✓t4 tPa �r/t4.1 , w /(/ < W ,r a ..CC r t a 4 ✓w; r'' 0.F -.r S 6 (ae ae s O S'7 r/-e tj et A.-,-e (id.-es s • e _C'y - `chow V / 7L4, C SC" (Pa.-1-P C.crrlf Work ,ra W.P r o l L 2-42 Lk 'f Cr r r Cam. frr f3Y ( 1 /fey_, r.. TIT a fa- !(C Sent By: 6.-,— T S ' f Leo FILING: t I Project General files rr44/ ( ]Project Topic File: ( ] Project Phone/Memo files ( 'Project Topic File: 110 Prospect Street. Bellingham . WA. 9822S. 206.734.7194 fox 206.734,7399 08190 66 £ Z b £ Z 903 IN01d a3A1302d COLUMN 060 ry/SiM SAPS SIMPSON BuyLin5 5162 St4i6411 -T The Industry standard column cap.Precision factory gang- �k tdm NEctfgs punched holes speed Installation and ensure full bolt values. r W r l_., got y MATERIAL:CC3'/4,CC44,CC46,CC64,CC66,CC68-7 gauge _ (3 gauge supplied until 7 gauge Code report is received.) L All others-3 gauge t i ;�„,, r"�Nr 1 ' ii. FINISH:Simpson gray paint;CCO:no finish CCO '# t INSTALLATION:•Use all specified fasteners,See General Notes. $ I. OPTIONS AVAILABLE:•Straps may be rotated 90"where W, W2 � r'k' t (see illustration). ---'''-1. t 4 •For special,custom,or rough lumber sizes,provide dimen- ~y sions.An optional W,dimension may be specified with any column size given(note that the WR dimension on 90°rotated straps Is limited by the WI dimension). 4" I -Column Caps with WI,1,H,and hole schedules different -.. from the table may be special ordered,Provide drawing to 1 • f 1 ensure accuracy. 3,. li, V 2F CCO—Column cap only may be ordered for field-welding to c x., pipe or other columns, it r . ,.- ,'• CCOB--Any two CCOs may be specified for back-to-back t1�.,it .- t1.'". • ti`' CC welding to create a cross beam connector.For loads,use the r.,iw •- �' V2 t: ,,I table;the load is no greater than the lesser element employed, }•I(, CCOB '' 2$ FCC—For end conditions,specify ECC and provide W dimen- ;a,;;;„ sion in accordance with the table.L dimensions will vary from .4 ppptlOnel ECC 5'/a"to 101/2".Uplift loads do not apply to the ECC,ECC9 and '- with Steals 10 use tour beam bolts. >• p CCC/CCT/ECCL—Gros%Column Cap/T Column Cap/L Col- ,.:,eo, 4r Rotated 90° umn Cap.Seven gauge stirrups may be welded to column capF specify It different required. ,T i. dimension Is required. sides(see illustrations).To order,add the appropriate letters ' !+•" ,1 and dimensions to the model number in the table;sea the ,,,,,J, �: • t1' examples below_The following criteria apply; (T 1, The side stirrup maximum allowable download cannot r>)- exceed 40%of the download In the table for the unmodified ;lit � 6,_r u5 . product,and cannot exceed 10,665 pounds.The sum of the • ,ll • �1 (C) loads cannot exceed the table load.The column width in the . ,. . direction of the beam width must be the same as the beam 1 •<� • t? width:W,. Ns 2.Specify the height of the stirrup from the top of the cap ECC44 "41 _ (see illustrations),The minimum H for the stirrup is 61/2", i t r 3.The L dimension may vary depending on W. W,- • a 7GAUOE Ordering examples:A CCC66 with W3=51/a",H7 and H3=B'/s" {. 6" ,i II STIRRUP is a CC66 column cap with 51/z"beams on each side with all I j ., .1p OV'Fo IMUM NiANOH� beam seats flush.An ECCL66R with W,=3B/,°",Hz=7'/a'is an I 1i i (3s FOR CCC44) ECC66 end column cap with a 4x beam on the right side 1 f i sped L Instead of R for left side stirrup--see if (specify illustration) snRnua CCC and stirrup seat 1"below the cap seat. (CCCA4 Similar) CODE NUMBERS: ICBO No, 1211 for 3 gauge CC and ECC. i ° L. , ; 7 gauge models pending:Submitted to CABO 7/90. 4 r SVMINIMUM HI City of L.A.No.RR 22086. t. s t. , , I>i i (3}"FOR Ccr44 I :y} J 1 11 F 1 6•r-'f' ryt 4 • DIMENSIONS FASTENERS - ALLOWABLE LOADS snpRVP �� CCT f 1f! MODEL. - UPLI DOWN C`` (CCT44 Similar) r • i NO. WI W2 L H BEAM POST CC CC ECC CC3'/4-4 31/4 35,/a 11 61/2 4-5,a MB 2-L/e MB 2795 15470 4920 ,i ;• ••} t l}t r CC3!/4-6 3'/4 5',1 11 62 4-5/g MB 2-5,13 MB 2795 15470 7735 §: )r' 1( , • I ' CC44 35f8 36 7 4 2 5i1i MB 2 5,' MB 2430 9430 4715. `1 .1• ',,+ I , .' ill 61 MINIMUM H, CC46 ,.,..3e4 51/2 11 61P2 4 5/A MB 21828 MB 3005 14820 7410 1 r.. .t `;.. 1..,,1 of•t l t (3}'FOR ECCL44) CC51/4 6 51/4 51/2 13 8 4-3/4 MB 2.3/4 Mf3 9440 29980 12615� �ti �s l 7Gr1 GE 1z CC5'i4-8 51/4 71/'2 13 , 8 4.3/4 M13 2-3/4 MB 9440 29980 17295 �\+ �' STIRRUP CC64 51/5 35/e 11 61/2 4-5/a MB 2-ti M8 3750 23290 7410 S\��. ; CC6t3 51/2 5'i2 11 61/2 4-Mi MB 2.54 MS 3750 23290 11645 '``‘\t> 1 ECCIL CC68 51/2 71/2 11 61/; 4.5/e Ml3 2-5/1 MS, 3750�2329(1_ 15550 Typical CCT (ECCLL44 Similar) CC76 6_7�'e 51/2 13 8 4.3/4 MB 2-'i/4 MB 9440 40220 t6705 . •.• Installation (ECCLR-Stirrup CC77 6' '67/e 13 8 4-3/4 MS 2-3/4 MB 9440 40220 20500 0 on other side) CC78 67/8 71/2 13 8 4-5/4 MB 2-3/4 MU 9440 40220 22780 ZG86 71/2 51/2 13 8 4-3/4 MB 2.3/4 MS 9440 37540 15980 CCBB 71/2 71/2 13 - 8 4.3i4 MS-2-5/4 MB 9440 37540 21655 2.Uplift loads have been increased 33%for wind or earthquake loading and CC96 8Tis 5' 13 8 4-3/4 MB 2-3/4 MB 9025 51190 21655 apply enly to continuous beams reduce for other loading conditions in accord GC98 8r:1� 7L7 13 8 4-3ia Mli -a/4 MS 9025 51190 _ 29530 ante with the rode. CC 106 9/ 5 I/2 13 6 4.3/4 MB 2.$24 MB 8745 47550 20115 3 Past sides are assumed to lie in the same vertical plane as the beam sides. 4,f.CC downloads assume a post dimension of W,xW2. 1,Downloads are determined by nominal sawn beam allowable bearing w 385 psi or far 5.Loads may not be increased for short-term loading. glulam sizes(o 450 psi on seat area:reduce where end bearing value of post.L/R of post,or other criteria Is limiting. m Copyright rest SIMPSON STRONG-TIE COMPANY,INC. 23 T . • ♦ Tint..---_ t .^i��n... �,+-+x �, r to M,f+er5+.-..,-.i+—0 %"!r..w...-.+_.e+�., .- 66SL PSL 903 woad a8A I 8383 GEIGER ENGINEERS JOB wUv I 1/4.10 ar I LT !M B i C at.r✓ 49(r1 , Geiger Gon Hamilton Llao Engineers P'.C. SHEET ���//Gommof 110 Prospect Street CALCULATED BY ..�`"1"d-- DATE /2i/S-/7/ 11 BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKEDEY DATE FAX (206) 734.7399 SCALE 4 - \,) g , - ) .� ice ;. NW ks _• oh . u • ;^ W . .. ,� ko ci 1 r 1 4 16 IS 0 , U 1, VI ^k \,... \,c1 1,___.— \ a H) \ 1 1/44 A. 11.1 IX al � i z� a, 0. - t o ° u `g V 1- Q ,, ik t LLm i ? n L Aril da , , , .,, ... . (� 0 WO::;%I;L'9wNww,"bo t'40d$41 six Grob:Ilan 0101.to GMx TA'A roams 1101M MO MEMORANDUM To: Edwin Fra. y :ldg. Inspector l From: Gordon B-d'c er, City Engineer i Re: Site Pla Review, Woolworth/Meiner Building at 30th & R Avenue Date: March 3 , 1992 11 1. Proposed first floor elevator is approximately 30 feet below existing grade. If this is really true, need dewatering plan and excavation plan with engineered structural support for excavation. If this is not correct elevation of first floor, what is? 2. The front walk located on northeast corner of building appears to have 10% cross fall based on contours. Provide a section for this area. 3 . Parking lot grading at southwest corner of building is 0 . 38% , which is too flat to drain well. 4 . Elevation of east parking lot may be on the low side. 5 . Will the access riser on the detention vessel provide for air venting? 6 . Storm sewer outfall from detention vessel to existing storm drain is shown without access to 90° bends. This is not good practice. There does not appear to be any way to clean the 88 foot length of 12 inch pipe between the bends. This will not be a City problem because our responsibility stops at the main in the street. 7 . I do not see proposed water or sewer service locations. Maps show an existing fire hydrant at southwest corner of 30th & R Avenue. 8 . No existing sanitary sewer grade is shown. Building elevation is likely not 105 as shown. Need information on proposed and existing sanitary sewer grades. m.( 9�scrrP7tok✓ (.�(4c.''�J — V rrrc 5 o u in YJ o. ASSESSor�S Acc L�F ncc�� tiA"4c; d A1�Na�n Post-It"brand fax transmittal memo 7671 rovtl , 'lGr2 a in °I Aliq iiiillS hi Ili SI I • F es pause Ts, Uc+t9cs. —BibL[C&iluat) gd*s : (JrdgANa1 [ u A geltzceJ aeicsrZr'sy 540wLL. - Feae cad-. «< 7ecib. Al re5 6,Jly ccapr2d 65 1,6;e Lee;Ld 29,2 ut; his (7s G/Grp71a 4j )456v5&1-1 Acc7 x trtg d?? (off'? 3JI C U.J. -u To: 5or kr: r: From: Return 0 Keep or Recycle❑ P^a;;ft"FYI.pad7668 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. ;;,` ; PERMIT CENTER P.O. BOX 547, ANACOATES, WA 98221 s ieo! 1991 'e'` IAN MUNCE, DIRECTOR ATE 144S EDWIN FRANK, BUILDING OFFICIAL December 21 , 1991 Marc Estvold , Architect 3110 Commercial Avenue Anacortes , WA 98221 Dear Marc , Attached is my current assessment of the requirements for access to second floor areas for the Meixner building . At this time I believe your proposal will qualify under the provisions of state code if accessible toilet facilities are provided on the second floor . Be aware that some individuals who have had more experience with these regulations may opt for a more restrictive interpretation . The Federal ADA law could also impact this project as well as existing buildings that do not provide adequate access for the physically impaired . I know this issue will invite further questions which will lead to a better understanding of the impact of these regulations . Please contact me with any questions you might have . I will work with you to find solutions as time permits. Sincerely, Edwin Frank Building Official ( 206 )293-1901 tw WATER METER SIZING �7 SITE ADDRESS: 7/7 - 3 d 1 Owners Names: Imo( Q . WooL c.elcot Mailing Address: 3 ( (O Cofiiiii64/e clla (- Legal Description: /f� Lot: IL- Block: Addition: A Acc42Zc:S a if 12 V1,4c1G Assessors Account Number: L717 — oco- O lob- co 0 ************************************************************ (Office Use Only) Residential : No. of units Commercial: f W ° 7 K7en,c- r;vilS / (( Meter Size /( Z/ CO u 14 42-) Service Siz/ pi Signiture: �< �- Date: 1/27/SZ - 4& /YlPrez ha- OVER 1 " METER /,-)y LED w/4.‘. ZS GPM: s/ V ' �c = 5- oa FLOW/HYDRAULICS: M . ./C /7C Ail. �1„�MAX: D v ¢�//,/ RESIDENTIAL: COMMERCIAL: IRRIGATION: MAX ZONE GPM: / MIN ZONE GPM: ************************************************************ INSTALLATION FORM NUMBER: DATE: ' x3 Ud 11 I) 1Nn /11)0.3, = N1S X b Sanee - S41-1 =2�\ 1© 1 ca \i1� 1 C L✓ _ 9 x S I s-- - I K),\--1N o 71--1,S uo CD �i N n -331t1 N\ I 1 i 4 f, o 62 6tte — 2 c:? ' /7 7- --et 6s X 7L7 - Yintr IA n Ci't13 .0 Q ± �7 j Q q z "C A ( 4)r/ -7--;-41 rn ) S/ s 0-6/el ¢6 = q C M-` -2i ) s` S--1a 7/© ."X, AAA w ?PONT m MEMORANDUM ,: u " + € To: Edwin Fran , Bldg. Inspector ;rya AV From: Gordon Sip/ er, City Engineer Re: Site P1-n ' eview, Woolworth/Meiner Building at 30th & R Avenue Date: March 3, 1992 Proposed first floor elevator is approximately 30 feet below existing grade. If this is really true, need dewatering plan and excavation plan with engineered structural support o for excavation. If this is not correct elevation of first floor, what is2 The front walk located on northeast corner of building appears to have 10% cross fall based on contours. Provide a section for this area. 33. Parking lot grading at southwest corner of building is 0 . 38% , which is too flat to drain well. 4 . Elevation of east parking lot may be on the low side. IPWill the access riser on the detention vessel provide for air venting? C. Storm sewer outfall from detention vessel to existing storm drain is shown without access to 90° bends. This is not good practice. There does not appear to be any way to clean the 88 foot length of 12 inch pipe between the bends. This will not be a City problem because our responsibility stops at the main in the street. di I do not see proposed water or sewer service locations. Maps show an existing fire hydrant at southwest corner of 30th & R Avenue. No existing sanitary sewer grade is shown. Building �\ elevation is likely not 105 as shown. Need information on proposed and existing sanitary sewer grades. dart -41C"re— dier -444a- I —ear() -,-, ...Aleed-"d cik ice 2/(,1)1 1 o MARCL. ESTVOLD ARCHITECT, A I A 3110Commercial Avenue, Suite 102-D Anacortes,WA 98221 Fax (206) 293-6613 Phone (206) 293-5500 December 21, 1992 Edwin Frank Building Official City Of Anacortes P.O. Box 547 Anacortes Wa, 98221 Re: Woolworth Meixner Building @ 30T11 a R Ave. Dear Mr. Frank, This letter is to confirm our past conversation regarding the installation of cedar shakes or shingles on the roof of the above referenced building. It is my understanding that you have reviewed this with Mr. Little the Fire Chief and you are both in agreement that this would be an acceptable installation as long as the shingles or shakes are installed in conformance with section 3204 paragraph (e) Special-purpose Roofs of the 1991 UBC. I hope this information contains sufficient detail for your fullest evaluation, if you have any comments or need further information please contact me at any time. Sincerely, Marc L. Estvold AIA December 21 , 1991 Preliminary Review Barrier-Free Access Meixner Building Preliminary drawing Code: 1988 edition of the Uniform Building Code ( UBC ) Washington State Regulations for Barrier Free Access , Third Edition . The building has two separate areas located on a floor level above an accessible floor level . Each upper floor level has an occupant load less than 30 and separate access from the exterior . Each area is separated from the other by a storage area of 8 ,500 sq . ft . 1 . The first floor is accessible from grade by way of sidewalks and ramps . 2 . The second floor "office" space occupant load is less than 30 and , therefor , may be exempted the State barrier free regulations. 3 . When the state barrier free regulations do not apply , the provisions of the UBC would apply as if not amended by the state regulations . Section 3301( e ) and Table 33A of the ABC require access by ramp or elevator except when the only toilet facilities are on other levels . 4 . Section 511 of the UBC requires access to toilet facilities when access by the physically handicapped is required . 5 . By 3 and 4 above , if accessible toilet facilities are not available on a floor of a multi-level or multi-story building , either ramp( s ) or elevator( s ) must be provided . Note that access to warehouses is not required by Table 33A . 6 . AMERICANS WITH DISABILITIES ACT ( ADA ) . The city has just received a copy of this act which becomes effective for new construction January 26 , 1992 . Any construction begun prior to that date with final occupancy before January 26 , 1993 appears to be exempt from the ADA . However , from information received as of this writing , provisions of the ADA may retroactively apply to any structure that might be otherwise exempt by reason of construction prior to the implementation date of ADA . This point does require further investigation before a reasonably reliable application of the act is possible . At this time enforcement of the act is through the Federal Department of Justice . Copies of the Americans with Disabilities Act , Title II and Title III may be requested from: Office on the Americans with Disabilities Act Civil Rights Division U . S . Department of Justice P. 0 . Box 66118 Washington, D .C . 20035-6118 Telephone: ( 202 ) 514-0301 ( Voice ) ( 202) 514-0381 ( TOD) (202) 514-0383 (TDD ) MEMORANDUM To: Edwin Fra ldg. Inspector From: Gordon B c er, City Engineer Re: Site Pla Review, Woolworth/Meiner Building at 30th & R Avenue Date: March 3 , 1992 0 1. Proposed first floor elevatlo$ is approximately 30 feet below existing grade. If this is really true, need dewatering plan and excavation plan with engineered structural support for excavation. If this is not correct elevation of first floor, what is? 2 . The front walk located on northeast corner of building appears to have 10% cross fall based on contours . Provide a section for this area. 3 . Parking lot grading at southwest corner of building is 0 . 38% , which is too flat to drain well. 4 . Elevation of east parking lot may be on the low side. 5 . Will the access riser on the detention vessel provide for air venting? 6 . Storm sewer outfall from detention vessel to existing storm drain is shown without access to 90° bends . This is not good practice . There does not appear to be any way to clean the 88 foot length of 12 inch pipe between the bends . This will not be a City problem because our responsibility stops at the main in the street. 7 . I do not see proposed water or sewer service locations . Maps show an existing fire hydrant at southwest corner of 30th & R Avenue. 8 . No existing sanitary sewer grade is shown. Building elevation is likely not 105 as shown. Need information on proposed and existing sanitary sewer grades. III n C ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER 1891 C12 P.O. BOX 547, ANACORTES,WA 98221 I (360) 293-1901 -FAX (360) 293-1938 IAN MUNCE, DIRECTOR 9 ~ W FRANK, BUILDING OFFICIAL COIL. DN November 21, 1996 O o PMW P.O. Box 973 Anacortes, WA 98221 Dear Boyd: Per our phone conversation on Thursday, November 21, 1996, this letter addresses the final inspection of the building located at 3001 "It" Avenue. The building shell, permit No. BLD92-0172, has been inspected and finalized as a building shell. Individual tenant spaces are reviewed, inspected, approved and finalized separately of the building shell. If I can be of any further assistance, please let me know. Sincerely, CITY OF ANACORTES Don Measamer Building Inspector DM:md ) l _ !' ,CoR ;^l ANACOATES PLANNING & COMMUNITY DEVELOPMENT DEPT. V PERMIT CENTER (N P.O. BOX 547, ANACORTES, WA 98221 `• ts.% "l891 1991 ,ayIV > IAN MUNCE, DIRECTOR � EDWIN FRANK, BUILDING OFFICIAL March 5 , 1992 Woolworth/Meixner Building 719 30th Street Anacortes, WA 98221 Building Area: 19 , 642 Occupancy: B-2/A-3 , Occupancy Load 133 Construction Type: VN Building Code: HM Seismic Zone: 3 Wind Speed: 80 1 . Copy of structural engineering and calculation. 2 . Tenant improvements will be under separate permit/plan review. 3 . When tenants are determined , that portion of the building shall meet requirements of chapter 33, 1988 UBC. 4. Restrooms shall meet barrier free requirements when required. T 0 You, COA A W/ Lyl W. Cornish Building Inspector 293-1901 LWC:mrg ; Al3r1 EtGIIVF.r`RING CO. 2120 TENTH ST.--I I ; --1 JOB A' gzo9-3 P.O. BOX 84 I ANACORTES, WA 98221 I 1 / PAGE• /. OF 7 1 1 cpM. kF n 'o< �P of wns,ljA,�"l� f ou�ORT,✓N Fo/G. KI�1D FR,4M& Po 1 t ^ 'rod, O VicoLuiogrA - MEIICISE2 UUtLCtma : 1 1 Qj y / ) S. - '7 H . 30 e Sic, A.t./Acv2 -Es., ! As S Nor.✓N !!ti? a D K V Apse km was BY .-/A,BC, 4, Esrt/�at.), "eat,, #9,A, zees <v' �� Fc,erFn00 ^. . (roe do, 9cnz d geco igge Nevin/v o.,! P6 7 9I1514v s':'�'ri<,� ". 7. a.. EXPIRES 11/1gK{i Sew L 4:364912i Jli Oin9Gi73': ; 4vwP, r t ess, z oop :P5 F (/LGizmos0r ,j `vre. se/0,er rae.N LR,r-2AL 82n44 zoo toss R`iiN. I D N. N! RIG'-��---I FRmME H ( es0; .I ` s How tJ> tz �vt_ 1 V LOAD L OADt14- gEACTILN (K1PS L I, I 13. �; I 1. I 3 . 9 D. � 1 � I i 1 D L -I- LL CSNow) S.0., 2.9,21 _' �,0 2 ei, z Dt_ t LL CWtNt? ) I1,2 — IL{-,O t '•o — 9. I L -s!Z I 1 1 t-oa,&c.Arw& D&sew IFv,2 h"C, -I� ZSoo P.S'. �0(--sce.E'r l2e.-rsa . eG R. 1 40 02 #¢ t S M4LLti2— 1 1 . I i ! 1 1 , . 1 JOB # 4zoq-3 I ' \ / PAGE Z OF 7 • GL/fa.61.< ro .CA,CY, Al eit-1 6.c4o'; .e/A1! to, C.o4z r1Ge M. IC t 'eon146 0v e_tazo� Td Rtsis? J41, : cPier PP vw, ���r�`� f ro t I ©v& Fjv Z 'KOFF/ e , 3 C�PGF >t 4 C'- 200 !SA. 77re4(@1420' 2 z." r40e4 si-cPcc r acs Psi ��T o� 21769 C., Td /�1- : 4Lr G5� (,�11 FS `/FGistecks " . /C✓en K 'P, :/ 17vc.= 1 56,er. E6C:D ' SJALEN oK d,-?n (e z`( " rwtcK) )S/'/ PC,, r z.8'q r s F1 I EXPIRES 11/10/41- fia /c/ Kbe i51/ f89 = ?Ss!G /z',. '/Lf/ A„e woesr cve/o/nod ,- ; /4//c t. /(.Zk c4F 4L,. P,a6cT/al o, 4-4 re9L /S T f}2D 5cA4 SO SGAB 4/iV$7— %vs/Si$ (/. Z< ,e02 4" Sc4& . T' Z5 Cocvu4l- At't*4 =; 9634, g1 Com Y Percssche4 /sI a zePo79 = ' p (.`oc ) Fug Co(sea(now a< of, -ret 6ti0 ,ui' 6E,9,06, av/n/O 1,04444/4 .1 K o ra a6 ,25s,s re I fir, sc.,aml6i C�✓v CvAa aL Plaidria4 , / ! j , I i, 1 $ci0614, ;' IIfK - Y./K ; S,R , K "16r',DD441,t/ Lc, & . (Las, 77-ala ", s 17L.) I- = O .3. = (5,4 ,C,y3S) = 2,, 967 ec (s,a" Zo THOW-ce$$ "640" peat$ Ts 4., o - Z,o _ 2,0 "s ago 2€-Srs7,-.004ctEr e • reP: og 7i 6 : (2o0)(4 S 7-) 3mo Psi e R�T7MN1—„ _ ` (z/yo)(3,s-) 700 PSG AVc32/ati EI =:(sacs 700)/2, I = Soo Ps,C gsrcr° Lr ND Aa t i THEM/ 200r" 1 Sov; = 4 3.F 2' Dt--17Tra ,/1I ti ctJ,OTr-f A S Zl ,C,2 5 Lr0e//4 .M1/ 7 Liar ' r0 ! 12/.(To rlo i;noe . om' 'era 's rP,e/ar> cJ//Z' ' [.5,l47-l.f W = 2q/iL z 2, u , SAY zes-/ rrty 2 . > X /? ". c?l< Fee-, wtIJD _ .ccc3s, � 3�` JOB M 9209- 3 ,r—f,•/ PAGE 3 OF 7 GENERAL FOOTING ANALYSIS 8 DESIGN DESCRIPTION : WOOLWOP.TH-MEIXNER BLDG . ; Rectangular ftg . \Ai1►ID LOA IUA GENERAL DATA Footing Size : "X" Width = 2 . 50 ft x "Y" Heiaht = 12 . 00 ft . Thick = 2 Column "X" Dim. = 24 . 0 in , "Y" Dim. = 24 . 0 in , Pedistal Ht . = 22 . 0 i Short Term' Increase = 1 . 33 . Seismic Zone = 0 f ' c= 2500 , FY= 60000 , Rebar Clearance= 3 . 50 in , Min As &= 0 . 0014 LOADS Concrete Density = 145 ocf , Overburden = 200 . 0 osf Axial : DL = 3 . 9 k. LL = 0 . 0 k, ST = -12 . 0 k, Xecc= 0 . 0" , Yecc= 0 . 0" "Y-Y" Shear @ Too of Pedistal : DL= 1 . 1 , LL= 0 . 0 , ST= 2 . 9 kips CALCULATED RESULTS Max Static Soil Pressure = 690 psf . Allow = 2000 nsf OK Max Short Term Soil Pressure = 479 psf , Allow = 2660 psf OK ' OTM Safety Factor: Y-Y Axis= 999 . 00 : 1 , X-X Axis= 2 . 58 : 1 Max One-Way Shear = 6 . 6 psi , Allow = 85 . 0 psi OK Max Two-Way Shear = 2 . 3 psi . Allow = 170 . 0 psi OK As Rea ' d: Too= -0 . 34 . Bot= -0 . 34 , Left= -0 . 34 , Right= -0 . 34 in-2 • • �p M. /fFP� ^H,,�c Q +4, 00 its Fi41,5 p O,� 21769 ss/oNn� EXPIRES 11/10/ 9R- I , I i-; r r: iv" I i I. 'rl -6 1 I _ ,n ,a I ,;' T� I r 1 ' , I iii . .1 iJA -in...., -r t I a I it it i 1 r,' r,i TI T1 I _i n r, , 17'i "I. I ....A 1 S I` If,-' - , j t!w 7, r 5Y„ v �a ' r �h, ,I ;*Y,,1.; I _ • : • �,II,�;'I1,I01J;Yi;l1Ji, ' i 1 : :..r ,...:; Ii ,;1 � N . , , -0 r)N4 ,h h i.li rn yy„ ; 73 l" I I II II _' ii I '':' iU 1 I!,I ,s1 ri.:,is, ,.I' 19"I j — ,Zi 15 I rvi M I r'" ,.:' I':: I n _ I II ill ,n ' ! % ` a:I (ri i fIl -._ -h'-".:'•::"4°ii-..; .. T.:: • 7�ti _ s71/• c : ' :V:;"9 _ —I , I m 10.::':':.:'L,,. . uu Siu.uuui�l;,�ii...f:n;rlC:.:,:;:.0.;,::').L''.::p:LM:'( 7 F A Z 17J I ,_,; f 1 - 'u• 0 + .a, I;of I Irl 1;?i E. ,01_1 j -'I clecati_jn iewi r r„ I ,-- i'v '.1 1.4 t r' 's,- 0 ILA is, 1=`I,.' (`per/ 71 . I ;_; 07 P 4..1 :AT CYm. m IT 1 i'• -tb/0l/ItS3thdX3 [.«;?Er`3>: I a�� o�aalsr0a S� �1'�7 v�wl0 z_. . . "it souz d `'p y Ijll ' _ ''' .-it • Alin,;r!dr. °:i!".. i, I I t-; 7 wit*Zor ` A , „ yd:Il!1�1IIaN1 r €'I? ? r>' ' 1 1� I/ atilt cal T ,4§i�'��II�!!Lh�,I;'lpjiry,,6 �fl F'`5€ii.!`ii,o.i 1 O� O�HSVM���y O T III 11 HuIII IIIl l Z' ¥ .'i:;• '1 11 I, F, 4 I'I: I,II Fi I Sj/ W Qt IrJ c- arll f1h'hC� a��p I _r m Y'Ni' yh:i.11l'I. "jJ II II Ir Vj�I11 Y. i.i] � ! kph pp, Ilk * r+i'� '�q:'a it li'4�i'F;1'! W it C.Y''Np I kOt II N 1 , li I h IJ. h '•, �wLI��. ,q�,, w ,hYvh t , Ll��JyJw.�i4 Yy1aw'N;I:'b � ' Te �Q T/ 7JYU II C; ,",11'J''•:r dvl7't!b ,.., • of n n ', ;LL, a-e 4 reor IiI IfI �`� I MOM ?J7.OY-.5 • -PAGE OF 7 • GENERAL FOOTING ANALYSIS & DESIGN 1 DESCRIPTION : WOOLWORTH-MEIXNER BLDG. ; Rectangular fta . ( SNOW LOADING ) GENERAL DATA Footing Size : "X" Width = 2 . 50 ft x "Y" Heiaht = 12 . 00 ft . Thick = 2 Column "X" Dim. = 24 . 0 in , "Y" Dim. = 24 . 0 in . Pedistal Ht . = 22 . 0 i Short Term Increase = 1 . 33 , Seismic Zone = 0 f ' c= 2500 . Fy= 60000 , Rebar Clearance= 3 . 50 in , Min As &= 0 . 0014 LOADS Concrete Density = 145 ocf , Overburden = 180 , 0 psf Axial : DL = 3 . 9 k, LL = 0 . 0 k, ST = 25 . 3 k, Xecc= 0 . 0 " , Yecc= 0 . 0" "Y-Y" Shear @ Top of Pedistal : DL= 1 . 1 . LL= 0 . 0 . ST= 7 . 0 kips CALCULATED RESULTS Max Static Soil Pressure = 670 psf . Allow = 2000 psf OK Max Short Term Soil Pressure = 1961 psf . Allow = 2660 psf OK OTM Safety Factor: Y-Y Axis= 999 . 00 : 1 , X-X Axis= 8 . 37 : 1 Max One-Way Shear = 22 . 8 psi , Allow = 85 . 0 psi OK Max Two-Way Shear = 7 . 0 psi . Allow = 170 . 0 psi OK As Rea ' d: Top= 0 . 34 , Bot= 0 . 34 , Left= 0 . 34 , Right= 0 . 34 in-2/ft DMK DPP of wns14, O : C, O to N :: °Z p 0 At , q_21769 0 A�� EXPIRES 11/10/ 97- Li I I JOB# q�-orj-3 1 0,1 %.0 ,- PAGE X 1 jIQ r."4 "���I1 :n I , y o OF 7 i co `++1 M d'§ 10I0 I!Ld"I�la.1, II I L.I_ I I. ii:e + hiaskii'Ink Ahrtie I ' ' L_ I ",pI11i1 lIII I i141u1 •I-• 1-• i� i Ip ,plp����4u��1�,dIl��L�yy���yy,,' A ^_ LLI ':_] _. 9!'Mli'�1i's1T 121i4iirk'MIIII iv, CC: �{" of WASy/ �"Y Cf., ''... 1 W V,IN'kI1�ti�V�'li h1y.14!I L % ( Q 1._• I ...................... .:(! :, iiii ? ii LLl k4'"4!i'y1 !J'4'dhil'1J5 ur y oZ , I11 IhPb 1„ph14hlM el., - y''AI$�Iq.!1,;'p,:li;I 6 " I 1 g!%!:"�rLr K"' O 21769 tV, I..1.. I <S 1.N.,Iw.nrl^',I� p II i ::: 4.4.h ^Lh�1p 1/�Y (CSIS'ten \��� i,,'1.11Ip, .4 1 `_ `�, - qi;,I,ii4�i1,14,,,i, 7YT.:"lq_ 9 ,,...,4!�r±.ids EXPIRES 11/10/Q1—, "' I Z -- is,is, is, r 1 ;'� Q ILL' ''! 1.2 W.I ,._IS! r._ 1_. Lini —.a II it II M.q.L i:.l IJ_IL!.Lri131? ;1,.-. .1 3 CA L_ik_i' _I. 'A' I,t I 3 — " - V O — — — G iiti' 111!'.';!l.iii:;%•ii:;i:•m..ny,,mxmn"..� .. LI! I :;,i :ii:?•ii• is ;;k ;;, i Y�: I Um • ...........++.....+ .,+.........,........,......•:7:I ' LLI Um , IJJ L.... t ' .• I I +: - -p: ' r ' ' Z D 1S1 n. Ind ch Is) ly, ri.I i :, r LL I CI ..7 r�lft: II `- , L-. I I II II II rJ 1 !— LI :1 I -11 .— in , n; L.0 IJ_ I:L Cl.:x: +::iii><e:;' hi lii111:11Ii L�Ii'rliN�d'�i11 .j`ua iiii. '. LLI Irh1 111111'1 111,1,1111I111Iy';B,I .. II1'd'•1rl!11,1•rl !'111�d4'1!,1j1 'M1.1r.4.,6.Ib 1I I,tF.II.Ih.h unt .,....✓sj .1 i !Ilgllrlili lil!'il ggilljil l".111, Ili I I^-I hL.M1An.killJu.Iphh.il.4l rJe.M1� CO L h I -I '+ — I . • L in u. O. . I " I I r LI I m— •i— LJ 1 • 11 '11 I I I 1 }• 1 111,1 n-i • —I I J I1. cr' 1 _ I 9 1 19• 111 • I.L. Pr. III 1 i,.l, 1 , LLi 1 1 Cm) #, JOB 4�?--3 E PAGE 7 OF 7 , 3 .ill K 2, C> , 2 # G >•9490iU.vi /CvcLGEnaRi # Co G /5"; rap:# fZrtat, c/ws5 k+4 • . , Q • v • .. $ -u /:o W /io s _v / 1nle 2 1 % e _ ru Jd#r Fr1J, Ct2a°3 0. • v03 5Lf}6 6 r I \\ 1 4d/ ". d5i.U,43 iS 4. X1 0 . co/AP/At-Mt �o ANct{o� /3dc.l'S may , % % � Y Li OS/4C.KFiL V b L LDt rdc Pu4Te ". A' •-/ Q d 2 )c 24 TO F1-L . -\-_ (G2BaS�% upFL"� / Y 60 0 • d \ d. o � ' i, P. I .d ea • l a - e Q \� Q 6 r - r A . • 0 A 6 1 Y NI ° o ^ -- -- 1(TYP) ' •1 2.60o PS l CoKcQtle 3/8 X 4 T 2 Co To P 4 Borro.4n ;Ti.•4 C' 1` u ;ru'�-0 . $kl., �* j5•" roe+ evrre-vim 5( D E Ll ✓ATioti/ -Ita $ H ET f'i2 - • &Cov3' O w E47A/ GZA&l PcnrE F'2, "-VI-L. C od T,4c2— (qs dli4 • Renc,/ Tnil ,4 /dial- $ctTs ddrL'c cor/c es'6 ? l',eaorJ' ,4*G c0ea2 /co/L P26co40, oF': S,000 cB Pc,e &x.T, • * �Q' � W ASy �/M . O �, ,o O UrP y .0 13:1 ; ,• . EC 4 • o0 21769 a �ww ��� , �. rc;siEPt �A I EXPIRES 11I10/42 j 4 iii f TESTING MATERIALS& CONSULTING MOISTURE-VLUSITV RLLATION 1 OF SOILS USING 10 .e.b RAMMIR A$1r1 D 1ci1- 7. nn�� '' '' // JJ l / �f 9 T c� PROJECT .L"J._._7l!!�../.__ )r l� ICLu7�' / /I 3° 14 DA1 k -I :2 x._-`>�-2 . . CONTRACTOR_ __PM 1 l/ TEST METHOD C s CUNTRACT NO. __..,., SOURCE OF MATERIAL_ ko_�,.-./e .�f MAX AGGREGATE 1'/ DIA. OF MOLD 6 ". _., VOL. OF MOLD , 2 f Wr. OF COMPACTED Sr,r,r�l,ti ./C1. 57/0 /n 6.C.). ..1_r.C.1.�'.. . . — Wt. OFi�i.,lrD t� S y.:•T �%.. 1_ y Ts '!' —.. . ...__._.. wr. or SAMPLE WIT DENSITY :7, a• MDTS71.11i1: g 7 OHS• ., U1 N!Trn Y 7.bs/cuf t J2 ,0 12 I• ?C, I I 178 . . • . ._. - . . OPT,At)1STURE Comi:ru ;1AX DFmsrry (1 I ; � '�' may-.. _1y.- �.� � • - i n, L 1� i i --. .....wwn % !goat1 �(!:nn WA A 0 A213.0300 • (206)424.75 1) MATEAIRIrS PRWECTi_.24llv &c t %/7C___,- TESTING & LOCATION: _ • —µM_`_ eoNsvLTTNG, CLIENT:__.f k INC. CONTRACTOR: .�•� ^ _. ENGINEER:--_ __ --- ARCHITECT:.--- --- CONTRACT NO. t.- ._._._ _,_. SPECIFICATION: w,--__ _ NUCLEAR COMPACTION TEST DATA REPORT No. TEST NUMBER 1_ ? _ 3 _ L.„ .1._. ... __5._� �_ .5.___-. .,,_,.?,... . STATION / ,5I LL O j :l -_� I/I�I — �...._,. . _,..____. _.__.•._.r—_ *MET f i /Sj: •. N- __,..—_ -.__ ______.___ __.. .. . _-__ 'LEVATION ^ +e,I �_ __T-'^ y. _ _._ ODE & DEPTH i/— y - ]ram._ _ Y__- `_-_..,..... i T DENSITY ,1-_ - . OISTURE 7 DRY bENSI7tY 2 ._. ,2 /26_ ..- 3 MOISTURE — L. NV. J-- : . ._ _ 3 COMPACTION - „_y`}'. .._ PIQ. 3 COMP. �77 .__. I • MAIL. SOURCE „F-SCRT?T'nn MAX OPT. NO. DENS. MOIST. -_.1.__ c.iY.e grip �, t ~G 4' �e / _/y S nd......___-. —__. ..._._..._ i Jg / './ 1 3 4 5 6 1 7 6 DISTRIBUTION1Dete Sente �^-. • -M' -+- --- -((''_��. .._._.._ Te4ted by: _ -L a, Jr Original _ _ _ q l - Copier! —� _-�_._....,-..,.�`� Aata: — f= / b ^ +L+. 309 t Mount WA 98273-0309 t (206) 424-7560 Geiger Gassen Hamilton Liao Engineers P.C. TELECOPY MESSAGE DATE: /Gf /9 Z- FAX NUMBER /- 766 - 292 —6 73 PLEASE HAND DELIVER THE FOLLOWING_ TELECOPY TO. NAME: 74vC 1S4Vnid / J i cn C�cfc-414r r-..cJ. tt,ctc COMPANY: + FROM: Cs -CIyP✓ rt,tyvSr TOTAL NUMBER OF✓PAGES(INCLUDING COVER PAGE, PROJECT: [/J a c1( ckin v C- - eel 7 tc GAP v PROJECT NUMBER: 74Po F'- .S<,c ENCLOSED PLEASE FIND: MESSAGE: Ala ICC., / .Tice( the Grave d�vrewed •/- r'Itar-ryes •ci rd 4Q o c-1 74-(-x 1 s-Ps-A GA, le v.r tf u u y s t -t re Lee o f - w p s -F IUD�f r r Luc-, c h.e Le.„, . _ A.e - �,j r w i- e f L1 t (J t t"t e.. .t i-- kifIjr..) r clr CA(triad ?[..c LNarfj:(,F 5lJrr c.cr.� (TI6)rt ✓ °?(Puv �.r01 I S /sa t. C O C .; Q S S Ct 0 A/ tel r// ofr / pW ter y (7041. C ' --.. /),v(.y c..00e) ata ; I i 4.4) .i Crta lxe. rd-e = 1:011. C' + l a.(y-Ps' Pvi cf 7 Ore 9.b 2.4-- t4 tta . r O I Sx Sent By: 'nut vt lJ Gram St Ive Deo3c z x co'S 'f�v6IIi kw La e° SCIG� DLL/ -*Wet IV AILc� p 1-0 FILING: [ ] Project General tiles ( ]Project Topic File: ('ct T-t'E Lx.Q S [ I Project Phone/Memo tiles ( ]Project Topic File: 08/90 - I F t Beilm9hom WA. 98225 tel 206 734.7194 NA 2Ip6j14,7199 • -= . G> nG--- a& Geier Lassen Hamilton Liao Engineers P.C. TELECOPY MESSAGE DATE: )49/12 FAX NUMBER /' 20 6 -2 93 - /3 PLEASE HAND DELIVER THE FOLLOWING TELECOPY TO; Alfa a rr" £s'v' / Q (/a ( COMPANY: r ' 1 4 ' i FROM: 6P jireY EH�. rHaig r S TOTAL NUMBER OF PAGES(INCLUDING COVER PAGE) / PROJECT: Vinci[ Wn e 4-k -- r_I r i tc Inl lt• PROJECT NUMBER: 94906'- Sr ENCLOSED PLEASE FIND: • MESSAGE:. PlaeCe lay f4D2e /AidcLomin S fti et !ix vtie Cnc c- .� �es' 2t1 /11/1 Nvst- A jLv.%,' Len ,lHC 6O' - W ; 4 CI r " Eu4 foachute,a is _ -- P/en w JPN n/ vs 1 Ln ..... /4/4y f- VCrrz to yr © L / lLa.-„_002 H 5 - w_ e liqvi2 Prof __t tcLcV-ec/ /r)t- r^&'r (era _214. ins w kr f P 44gq v teed u p der r 4 u (-Ike is a l-i 2/s/6 2- e__ _.. _. Mao K t Sent By: bra H 1- - _S her? FILING: Vliroject General tilos [ )Project Topic File:, [ )Project Phone/Memo tiles [ ) Project Topic File: 08100 121 S Corn.atl btu, .8ellmthem.WA. 98125 tel 206.734.7194 (as 206 731 739P; 1 • i LLI.PHrJNC RECORD REF ; Woolworthiriixner building Called ; Willie ' 'Niel. State Building Council Staff hate : August 5 , 1992 Reconfirmed the interpretation for accessibility for this building. When the occupant load on the second floor is less than 30 and the only accessible toilet Facilities are not on the second door , then the second tloor does not have to he accessible even though the second floor tenant space does not have a direct connection to the interior first floor accessible space . A path of access is available by way of exterior sidewalks ., This permit application is under WnC Sl- L0 . Section 003 exemption no, 4 .. Section SL07 exempts an elevator when the occupant load above and below the accessible floor is less than 100. The occupant load for this huiiding ( second floor ) is less than 100. Minutes Anacortes City Council October 20 , 1986 Mayor Rice called the meeting to order at 7 : 30 P.M. , followed by Pledge of Allegiance to the Flag. Roll call found present: Bill Coleman, Ray Separovich, Ken Brown, Ruth Horn, Helen Smith, Bud Rock. Absent: Bill Stitt. Minutes of Previous Meeting Mr. Separovich moved and Mr. Brown seconded that the minutes of October 6 , 1986 be approved as if read. Vote: Ayes - Separovich, Brown, Horn, Smith, Rock, Coleman. Motion carried. Citizen Hearings Mr. Ben Root , representing the Ball Room Association and Traditional Music Society, discussed the upcoming Rag Time Band Program to be performed at Brodniak Hall on November 8th. The program will offer an opportunity to introduce the City Hall ballroom restoration program. Mr. Root invited Council to attend and gave them complimentary tickets for the occasion. City Purchase of Burlington Northern Railroad Right of Way Mayor Rice stated the City has recently been negotiating with Burlington Northern Railroad to purchase the railroad right of way from I Avenue to Illinois Avenue for the purpose of constructing a public trail and bike path approximately 15 ' to 20 ' wide from the Guemes Ferry to Ship Harbor area. If the City is successful in purchasing this property, any property not needed for the construction of the trail will be offered to abutting property owners for purchase at the same price per square foot as the City paid. Mayor Rice stated Interagency Committee for Outdoor Recreation and monies from sales to abutting property owners will provide revenues for the purchase of this property. Mr. Steve Colby, Park Director, addressed Council stating this trail is addressed both in the Park Comprehensive Plan and the City' s Shoreline Plan. He asked Council to look at what it will add to the community in the future. Juddie Murphy addressed Council stating as a member of the Steering Committee of the City' s Comprehensive Plan she was aware that this was a high priority of the Committee and urged Council to take action and find a way to afford the purchase of this property. Buz Paulson, abutting property owner, stated he felt the City does not have funds to purchase property or develop it. He also addressed security problems and the impact the trail would have on businesses along the trail. 1 Mr. Rick Wallace, 818 25th Street, stated he and his wife participated on the Recreation and Tourism Committee, development of the latest Comprehensive Plan and they are also members of the Evergreen Islands. They highly support this purchase and feel it is a very sound plan to fund the proposal. Tom Wynn, llth & B Avenue, stated his back yard faces Guemes Channel and he was concerned what kind of problems may be caused in the neighborhood due to parking and the possibility of creating a high crime area. Anton Lovric, Lovric ' s Sea, stated his concerns regarding disruption of his business by people utilizing the trail. Mr. Colby explained that adequate fencing could be placed around these areas with access for through use with gates. Preston Holton, llth & B, questioned the maintenance of the area and the impact of the industries. Richard Dildine, 1211 6th Street, stated he did not see an alternative to the City acquiring this property. Ben Root, 1417 6th Street, commented he felt it would be extremely far sighted on Council ' s part to purchase the property and property owners may find that City ownership of the property would be more of a benefit than a detriment. Jerry McCormick questioned the financial aspect of the proposal. After Council discussed the long range benefits of the proposal and financial concerns, Mr. Separovich moved and Mr. Coleman seconded that the resolution authorizing the purchase by the City of Anacortes of a portion of Burlington Northern right of way lying between Illinois Avenue and I Avenue along guemes channel and directing the Mayor to take necessary steps to consumate said purchase be approved and given RESOLUTION NO. 898. Vote: Ayes - Brown, Horn, Smith, Rock, Coleman, Separovich. Motion carried. Amendment to Sidewalk Requirements in the Industrial Park Mayor Rice stated because of the interest in purchase of land in the Industrial Park recently the subject of sidewalk requirements has been discussed and it is the recommendation of City staff that certain sidewalk requirements in that area be deleted. Dave Ford, Director of Public Works , stated he agreed with the proposal. Mrs . Horn moved and Mrs. Smith seconded that an ordinance be drawn up to delete sidewalk requirements in the Industrial Park between and including 28th Street and 34th Street and R Avenue and T Avenue with the exception of the north side of 34th Street between R Avenue and V Avenue. Vote: Ayes - Horn, Smith, Rock, Coleman, Separovich, Brown. Motion carried. 2 - - - --- - i - - - 1 � WOOLWORTH DEVELOPMENT , INCI . I June 16, 1992 City of Anacortes Building Department P.O. Box 547 Anacortes, WA 98221 Attn: Michelle Per your request please find enclosed the structural calculations for the Meixner/Woolworth Building on R Avenue. If you have any questions, please contact us at our office or Marc Estvold A.I.A. Thank you. Sincerely, Debbie Headrick is ) a -er4; "A jt.,1 ANACORTES DEPARTMENT Of ENGINEERING AND DEVELOPMENT SERVICES .. its " ' P.O. BOX 547,RNRCORTES, WA 98£21 ,v9�1 1891 �' r�w JAMES R. PEMBERTON, DIRECTOR TWMfyfoionQom ; August 14, 1992 Schuefer and Bratton, Engineers P.O. Box 607 Coupeville, WA 98239 Dear Mr. Schaefer: 1 The information submitted for the fire hydrant located at north east corner of Woolworth-Meixner Building is approved. Sincerely, CITY OF ANACORTES Gordon W. Bruchner, P.E. City Engineer GWB:cg r { cLG ` any. coca S'Yk��ar c 7(y 30-14 1 cpcir(', , li 1 _ N 0 \ / Specification for Fire Hydrant Installation General conduct of the work shall be per WA APWA Stan- dard Specifications, 1981 Ed. ; Street work per Div. 2, materials and installation of water system components per Div. 4 . 1. Fire hydrant: as specified in Sec. 77, with instal- lation per Std. Plan 64 except omit shackle rods and sub- stitute tapping sleeve and valve for tee and valve instal- lation shown. Hydrant nozzles to have Anacortes standard pattern threads. 2. Tapping sleeve and valve: per Sec. 75-2. 10. Valve shall be resilient seated wedge gate. Contractor shall verify size and material of existing 12 in. main before ordering. The tap location may be varied from that shown in the plan if necessary to avoid a joint in the existing main or other obstacle, however the hydrant shall be in- stalled in the location shown for adequate access and the Contractor shall supply and install any necessary fit- tings. Installer/tapper shall be approved for such work by the City Water Dept. Install cast iron valve box per Section 75-2 . 06. 3 . Pipe: Restrained joint, cement lined ductile iron, thickness class 53 . Fittings (if required) per Sec. 72-3 .02 . Install EBAA Iron mechanical joint restrainers at every unrestrained joint in accordance with manufacturer's recommendations. 4. Trenching and backfill: Per Sec. 73-3. Contractor shall be responsible for locating and protecting existing underground facilities whether shown on plan or not. Trench in the reach presently covered with street paving shall be backfilled entirely with material conforming to Sec. 73-2 . 04 . 5. Pavement cut and replacement: Per Sec. 54 and in accordance with Standard Plan No. 18. Permanent pavement replacement shall be Class B hot plant mix material. Use cold mix bituminous material for temporary patch. Schaefer & Bratton, Engineers �� Sit°� P. 0. Box 607 �.�sti vFwrt5 �C Coupeville, WA 98239 A, r�� • R, c„ z For Woolworth Development Woolworth-Meixner Bldg. , Anacortes, WA Aug, 12 , 1992 „ stv 3 ea 0 0 33TH . STE -T INSTALL NEW 12x 12x6 TS&V ON EXIST 72" MAIN EXISTING 12" WATER MAIN I I (CEMENT—ASBESTOS PIPE) S 2 v i 35 LF PVMT. CUT & REPL. Q, O c o \f =1 2 ''"o CO N. NC) V \I'LMCKI) \ O '0 Existing 6" Subsoil j �� CNN r 1 NEW 12" PIPE —___ 1` ♦ \N y -� `� .�;" PIPE Cis \ -, v.c,i / W rQ \ r •_ - - �� � 5' r�_ N _Ca 2 \ 111 \ �, � \ I � � \ az ---.2\ \ \1 /1 \ CO rri /2, 't= ; /414/GG 41f2C rv66.0 Ptitsr6, , =/W Sao77-14Pa> 7e,/ 2 or 2 l\ / SCHAEFER & BRATTON ENGINEERS P O.BOX 607 Coupeville.Washington 98239 (2061 678 4552 John E Schaefer. P E George N Bretton.P E. August 12 , 1992 g Mr. Ron Woolworth Woolworth Development P. 0. Box 973 Anacortes, WA 98221 Re: Woolworth-Meixner Building Dera Ron, Enclosed per your telephone request of a few days ago is a plan and short specification for the installation of an additional fire hydrant near the northeast corner of the project referred to above. Since I had discussions on this with the City Engineer, I am taking the liberty of sending a copy to Gordon Bruck- ner for his information. Sincerely, oh Schaefer cc:City of Anacortes II III i I I N — -------- \ o i tfc V \ t '\,, Ow DR,oP a�b^DN� r\ , , i ,, \i ' \\______si.), , 10,.,,,\ oi , . • a- A. ________T-\' pel.SfRPDM 0 ___..---------A . zs_In _1 ', I t 1 of �L a S{ , � `4 1 �sR oPEN gNdP ;M la D 1$*10 . \ . Oo t \ 1t I 1 I 3'Q" I I ` QJsZ t S194 r_ 10 _ I `" _ - EXbsrDSPAGE ____________________Lib %\ ____ N� $,P, �Obi M D� COPS. Vb DOS li I _ ••H.. . ,� .. \ \, • fie"vel Name: MAIN Report Date: 8/27/96 10:32:02 AM , Material List Report • Fasfcncrs WEYERHAEUSER CSC Top: 4 - IOD . . i 7401 S. 228TH Face: 2 - IOD KENT WA 98032 Member: 2-N10 206-854-3550 Sub-total Level Name: MAIN Report Date: 8/27/96 10:32:02 AM Hanger Notes: Joist Products Plot Product Net (2)Web-Stiffeners Required • ID Qty. Ply Label Length Qty. • 31 6 I 9 1/2"TJI/Pro joist 23 0 0 6 32 11 1 9 1/2"TJl/Pro joist 20 0 0 11 J3 1 2 9 1/2"TJV/Pro joist 23 0 0 2 J4 1 2 9 1/2"TJI/Pro joist 20 0 0 2 t Or REPORT TOTAL: 4'3 444 Sub-total t II Sub-total f Accessories Plot Product Net ID Qty. Label Length Qty. Ccl 1 1 1/4"x 9 1/2" 1.3E TimberStrand LSL • 25 0 0 1 ?pal Cantilever Closure j`6 Bkl 18 9 1/2"TJI/Pro Blocking Panels 1 2 8 18 Wb1 4 1/2" x 2 5/16"Web Stiffeners 6.25" . 8 . ' Sub-total ' 1 HANGER LIST - Simpson Strong-Tie Hangers Plot Product Hanger Net ID Label Support Member Ply Notes Qty. HI ITT29.5 Flush Wall 9 1/2"TR/Pro joist 1 • 17 _ , Fasteners • i. Top: 2-N10 i Face: 2-N 10 r Member: 2-N10 - H2 MIT29.5-2 Flush Wall 9 1/2"TJI/Pro joist 2 (2) 2 s s 1 Y _TJ-XpM 5.02 04573) Page 1 A3477.JO13 Design Date:3/27/9610.30 r;:pett 5.02 (05731 Page 2 A34771013 Design Date:8t27/96 10:30:48 AM InA complete TJ-%pert framing plan includes the True Joist MacMillan Framing Information form #6200 and Builder's Guide TJ•Xpert JOIST AND BEAM LIST Plot Unit t of Net ID Qty Length Plies Product Qr,y JI 6 23 0 0 1 9 1/2" TJI/Pro joist 6 J2 11 20 0 0 1 9 1/2" TJI/Pro Joist 11 JJ 1 23 0 0 2 9 1/2" TJ7/Pro joist 2 J4' 1 20 0 0 2 9 1/2" TJI/Pro joist 2 HANGER LIST - Simpson Strong-Tie Hangers Plot Member I ID Qty Product Label Top Nails Face Nails Nails Notes HI 17 1TT29.5 2-N10 2-N10 2-N10 H2 2 M1T29.5-2 4-10D 2-10D 2-N10 (2) -- __ ACCESSORIES LIST HI Plot Unit t of Net ' ' ID Qty Length Plies ProductQty Net II Ccl 1 25 0 0 1 1 1/4" x 9 1/2" 1.3E Timberstrand LSL Cantilever Closure 1 Bkl 18 1 2 8 1 9 1/2" TJI/Pro Blocking Panels 18 Eb 1 3" 1 9 1/2" TJI/Pro Blocking Panels 1 II Wb1 4 6.25" 2 1/2" x 2 5/16" Web Stiffeners 8 LEVEL NOTES I. II - File Name: A3977.JOB Level Name: MAIN Plot Date: 8/27/96 10:34:10 AM Design Date: 8/27/96 10:30:48 AM Drawing Scale: 1/4" - 1' • Job s• II FSotatuundation...Foundation 1 ; MAIN Plotted 8/27/96 10:30:48 AM ti X NOTE: Level design times indicated above provide assurance for proper level stacking. Upper levels must have earlier design times. Floor Area Loading Is: • 40 16" sf Live Load • 12 psf Dead Load gI:r , L/480 Maximum Joist Live Load Deflection Glued 9 Nailed Decking is Assumed Normal O.C. Spacing " 1 4 0 Default Wall / Beam Width: 3.5" • •Standard Blocking: Bk1 ' Standard Cantilever Closure: Ccl Hanger Notes: (2) Web-Stiffeners Required TJ-Xpert 5.02 (t573) SYMBOL LEGEND II 3 TJI Joist Type M Rectangular Product Type Bearing Wall I . = Beam I II B Hanger Type LJ Hanger Symbol (E.) Cc Cantilever Closure Type li Bk Blocking Type Eb Extra Blocking LEVEL COMMENTS (Lineal board length for panels different from the O.C. spacing) MAIN e) Point Load Line Load CREATED BY L'. ' Area Load WEYERHAEUSER CSC O Detail Callout Label 7901 S. 229TH (see TJ-%pert Framing Information form KENT WA 98032 06200 and Builder's Guide) 206-854-3550 I4+ Joist Layout Symbol FAX: 206-859-3590 • JOB COMMENTS TAUS JOIST MACMILLAN I TERRY @ FRONTIER.ANACORTES WWOOOgDMILL CORP. FOR THE TJ-XPERT WARRANTY • SEE FORM #6200 I I $uSPENDED C.EIUNG 2xy �(1Awt(Nra I � 1immur3amommonsilire 04oDR� -- R,-t1 inl5vr-AtloN WF SIFT Rc�K -- D \ clh." T31._ 16,1o.c. . � � t.ANruK� S MEL_ HANGERS ow I iuwBER, citAT {' � $OCTEO N..Wl . . As yiEcuRsD EXISTits4o C 5?ACE �. F \ N 2 x tZ- STPJNGER.5 ( STAIR RISE 7 Yi�� I c \ \ TREAD RUN It " NN I SWf1L�-T �N \ o N. \ -N.,I ,Z= b8 r• I WODIU- COX?, PRoPoS>:p AppITIaN goof R Ave suite 106 sir? GLEVATto{v I I _________ I 2d�` O° r 11 u y STvPS FLooR 5Y5TEA 9 Ys'' Tat ►v o.c. I 1 16' QG. FRAM'NG 2Xy Ib"O..G. I conrjNVE To SNsErccx.K goTtj 51>ES Vest Ex15T1NG CM/A S SNEETRcxK lNSVLATION R-il FLOOD SYSTEM EIJGINEERED by (a% rtqs‘x.ATJou 5O59ENOED UJUNG flc:couST K IL TILE I WBYokitt''evSEiL 2k 9 PLATE 5T+ N "^ _ _ SJ:E^A^Trf.TCNEO SHEETS �. n• in - — — -! 9 Yz" TatI PLUMBING CO Y15i? J _ _ ' M1 1 , T3L cAN'fllp/ _ 5fon 2x PLATE Stock - T — 2x PLATE STc a y 1 2e V' -y ' 4 57UDS ~!6" QC. ExisTIUG 1 OFF'KE • s-3'64-, rig- . . EXJSTrwil EIJrAY I tNC)oDPYI ILL CORP. P2oPOSED ADDIT►oN 3ow1 RAVE SotTE lob TO Nom► 25 3 - city e4ctSTING 5RAc9 DUPLICATE RECEIPT DUPLICATE RECEIPT CITY OF ANACORTES 1 MUNICIPAL BUILDING 904 6TH STREET (360) 293-1908 FINANCE DEPARTMENT REG-RECEIPT:03-8107574 C:Feb 20 2002 CASHIER ID:M 12:01 pm A:Feb 20 2082 1120 BUILDING PERMIT FE $36.25 3042 DTOGU STATE BUILDI $4.50 TOTAL DUE $40.75 RECEIVED FROM: SALVATION ARMY CASH: $41.00 TOTAL TENDERED $41.00 CHANGE DUE $0.25 THANK YOU FOR YOUR PAYMENT "ATE RECEIPT DUPLICATE RECEIPT CItY OF ANACORTES BUILDING PERMIT PERMIT NO.: BLD2002-00054 P.O. BOX 547 APPLIED: 2/20/02 ANACORTES,WA 98221 ISSUED: 2/20/02 (360)293-1901 EXPIRES: 2/20/03 SITE ADDRESS: 3001 R ASSESSOR'S PARCEL NO.: 4198-000-012-0000 PROJECT DESCRIPTION: Install new 4x16 building mounted sign (64 square feet) OWNER CONTRACTOR THE SALVATION ARMY 3001 R AVENUE ANACORTES, WA 98221 Primary Phone: Primary Phone: I Phone 1: 293-6682 Phone 1: License#: TYPE OF WORK: NEW AREA VALUE: $ 1,200.00 TYPE OF USE: COM LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: ? 1ST FLR: sf FRONT: ft ZONING: 2ND FLR: sf SIDE 1: ft Occupancy Groups BASEMENT: sf GAR/CARPORT: sf SIDE 2: ft 1: 2. OTHER: sf REAR: ft 3: 4: REQUIRED PARKING Construction Types NUMBER OF UNITS: TOTAL: 1: 2: STORIES: HANDICAPPED: 3: 4: BUILDING HEIGHT: ft COMPACT: IMPRV SURF: sf FEES NOTES: Type By Date Receipt Amount PRMT MRD 2/20/02 0107573 $36.25 STBC MRD 2/20/02 0107573 $4.50 Total: $40.75 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and state and federal laws regulating activities covered by this permit. Issued by 74A cantor Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections I- ��{`: ,. 3"' @@_��, F-i xa.,t ; w: r. �i --£ ,ay- >an • },tr S,s-x¢ ,. .t-•,„^,-i �°' ,� •, ° rift• v F' 'k 1:: a aax -K. ,p?tl1�' ,1 y ,� z `zr:'+e .:11 . rya^".. ,C;; ����f', �a�4"��'C��`�u}� �a�, "'^ � "��,�� A�''3Y�',� "{�+���C Sg xM�a��"�^��� L�� w§"€:"�i.�'�1w 3 nil 17 Site Address: 60( live, Assessors Account No.: Lot: Block: Platt: Owners Name:tie 5o IA)/7_4;o vt Apm� Address: % t X �'T Ana t 0r71e State: L 9 Zip: 47 4-2l( Phone No.: T&O /o C' Contact Person: C d,in iiii.k e ---120 JL r Phone No.: __ �> , tiy Sign Contractor: 'raj M t'11, n sa•� Phone No.: a g 3—�! !\L' t,�" Mailing Address: /4,07_- 'ti Sf. State: /t1, -j Zip: ig,2_2 /\4 State Contractors License No.:4 ,4 f 7 (7 fl(-S Exp.Date: 5-3 Sj 5 r'. „Die. "II% /Jtrn,Pi Number of Existing Signs: I.' Gross Area of Existing Signs: Total Lineal Feet of Building Frontage: Type of Sim and Number of Each: Wall /Projecting Free Standing Pole Electric Non-Electric Value of Sign(labor and materials) $ ) Q() N u� r :J, 7 0 V ., Note: No Moving Parts or Lights are Allowed S, �4 , F, Please Include the following items with application if applicable. 1. Sketch showing building frontage area. 2. A sketch showing sign lettering,sign area, sign height from grade. 3. Sketch indicating,in detail,the method of attachment to building face. 4. Indicate type of sign and location on building or site. 5. Indicate setbacks to City property and right-of-ways. 6. Show mounting details for all signs. 7. Electrical work requires a permit and inspection by the Department of Labor and Industry, for electrical inspection a ( i —O7—O2 Signature: �� c`- Date: Applicant orOwner i I I The Salvation Army Anacortes Center for Worship&Service ,, Captain Miettael Paugh 1,6i c_ I i . (._ i/7/t) pr Cori)s Officer/PaR („„,(.)61/(1 t. 6 0-(---) ,/ 3001"R"Ave,,suite 100 f, i rf I - , _ /, 1,4 e 6,, 1-t, c_6 t),i o IL(ki P.O.Box 303(mail) Phone(360)293-6682 t ci Anacortes,WA 98221 FAX(360)299-9251 Michael_Paugli@usvv Saivationarmy.org (1/11,11-C7/1 ...„----- / t) ((A e',jilt', • e r" 1,t,, i'.› r 3- .r I, • s)\ 19160.011Mill.011 .... ..— -....,-- ..,—....,x...,. , IU V R.4.,,,,,,/,,,,,,,,,,,,,*#*,,,,....1,,,' "...".. .11/16 11,,,,(1-101,11 Ali,r,. ,,,. , _ ... , ., ca C , -- — . ,, ' , L I 1 ION A , i, r 410 „ .1-,,,i.cis I, 1 j ,. f.' •',..s. Alia(Nli•it es.Colix tulx 1 ti.t.y t A m , if ei '111Ie Sa Ival,iot) Army , , ' ''' Sunday School "All Ages 100)0 . . I ' ' ; I 1, 1, . sunday morning Worship mr1100 A.M. , 9 .04, , ! ,4,k. 4,,..,.- For',oral',lawn!on F0090 Ca • i.i .• ,. ,,, *tt ;', 4 LI - I - if, ' ' '.. -p-i- i°,„•iFi,d..lll'a'i 11 I II Ir^ A. '• ' 1, ' . ..,„„.„ 7' ,, i ill. ,4. r 41 ipe • , 1 cri 111 , ,' I , , 1 . . , 1 7 .„,, , f 4 1 i , .., ' i- .„.„ -,„ --., '• _----- VIVVI :.,* ''' 1, ,1, ' '. *',, ' ' -..1',.. ' ' , • , , i .--1' , ' 0000,0°P. ,,' " 1 4• 4, •- °'''' ' • + ' ' ' y s 1 ' „s ,024"' . " *„N.-',.1 -,.,, ‘ ,,-,' ' , , -: ' .. ' ,.4,,-,'' . ,, .. , !1t;T:it ,i,', ,i'',1.-i.:,_':,,:irtl.;_,,,,,,,-,:„..4,,,,,,%;.-, ',, . - - -7-'4''' : *- t ''' ; 1,) 1111,4' ',IPtlit-t.,-':4'1 , ' 1. ,grxr ,pikt.,:'4,,4,-i,a i 0,61.1";:i4oiftekv,,,,:tf:te:i'410-iszi4j,;;:ipqr.:,-;,..f. s. .. ,..„;, . -p-;, , --.,,---.,,4 i' ;‘,-44'i,* ''' l'-'4-.1. fr',- -'W s.. 40 ' '.:..fi'"47.1',.` 4 ...,' ''':- ' ' '''11 , SCHEMMER ENGINEERING INC. March 13, 2003 Don Measamer City of Anacortes PO Box 547 Anacortes, WA 98221 Re: 3001 R Avenue, Suite 106 Job# 03-049 Dear Don: We have reviewed the 6" slab for point loads for the above referenced project. This slab is adequate for proposed loads(see attached calc. sheet). I Please call with any questions or comments. Sincerely, Sehe r ngin ri g Inc. Micha 1 . Schemmer, P.E. President -Nq:CN(Lajfi+).‘ 1 I ` , it y; yeses EXPln98 '.... ."u. _.__. . 411&s' a�j Phone: (360)293-9006 317 Commercial Avenue—Suite 101 Fax: (360)293-4051 Anacortes,WA 98221 www.schemmereng.com ' DESIGN ANALYSIS L. COMPUTED BY DATE SHEET OF CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT POST DESi6-N FOR LOnos 3OoI e Anr sU/rE /De g (An #5 REAer/Ow = 8o 2 0 p cotQ M BBSc Fool PA/,at Use 9xy post t 3(2xy) srUDs COLUMN AREA ‘-. 3.5-'x $`'= 22,47 \ (— _ — —I d� REARIA,6 ON SO/L. = IS.S';r Zo"- 510/n2 3.5„ I 200opsFz /3. /8gPs, N ;I. �a df 13.8`/r 3/O r of 30 s < 6 029 1Glit nosr C.MRY shear aN SaAQ 3.C" MEM SHEAR c APa ciry or o A. 56,4E _rye -- If bozo/ 60: (6rd) 2 t 2 (3.S4d) = In-hen Lip- Vc= L1 ill: e 417' 5c 6" he NP1n Uc - 566400 d# Our - 075 ( c4900) = 42)300 * > 8c20 0h' 4, . .9,7,. .„ , F ! f. ll % A_ +� �, 27481 f [E%POREs 4/16/si'j . i, STRUCTURAL CALCULATIONS FOR 3001 R Ave. Suite 106 Anacortes, WA March 7,2002 Job No. 03-049 PREPARED BY ..y`. I ' 1 ke. 1 ', I 1• i't`) y . i I'..v a ,- :vV Y !!g"y yx"7'd� SCHEMMER ENGINEERING INC. o. .,v,. 317 Commercial Avenue, Suite 101 4tiSIE 27481 'f. Anacortes, Washington 98221 -,�a4�A,' (360) 293-9006 k W www.schemmereng.com €xasu¢s 4/16/ ri=c;CIVED mpa 12 2003 'MI-DING DEPT KQH 3/12/2003 GRAVITY ANALYSIS Beams: Notes: 1) Stronger beams may be used in leiu of these. 2) All beams shall be simple span unless noted otherwise. 3) All beams shall be(2)2x8#2 DFL unless noted otherwise 4) Manufactured wood products are by Truss Joist MacMillan. 2nd FLOOR FRAMING 61 2x10 DF NO.2 B2 2x10 DF NO.2 COMPOSITE WITH FLOOR B4 (2)2x10 DF NO. 2 B5 (2) 1-3/4 x 11-7/8" LVL 2.0E B6 (2) 1-3/4" x 11-7/8" LVL 2.0E B7 (2) 1-3/4" x 11-7/8" LVL 2.0E B8 2x10 DF NO.2 DESIGN ANALYSIS . COMPUTED BY DATE rim OF CHECKED BY DATE B NO. SCHEMMER ENGINEERING INC. PROJECT li SUBJECT -r PAV/TV RN/f Ysls FOR cool R 41E SU-JTE JO6 LOADS = ivANQFACTCJR/NG C. r6 HT pSPs< DEAD t-0AD = ISpci FL-oop FRHniVc A8ovC 2,10 Of mo. 2 1 i, I, Wa.= l6"x 15PsF = 2© PIP -e=10, A 8' )2 a' w I, _ lex 7Cp5F = IOoPCF lajpoc/rF W FGooR 2x [� DFNo2 co / 82 1, 1, 1 b Wot = I6"x Irpsf = 2OPtF= p 1 z' sF = IOQP&F We = 1G' x ASP li (2) 2XIo OF AJO•z B4 wet - 3' x +SPSF = c( SPcF A U,>o t = rx -7 SAsp= 2 2 5 P c-C (2) 1-3/q x 11-7/8 LVL 2.0 E 2HF5'-y6 1397„ as 1 2- IS'-6" I' v le t , Win. =-- IoIx I5P5` = ISO PCP k W,Lo MI 75PSf= SDP[F pi-, = PvtnnoN d4 = (2) I-3/4 x II- 7/Sr' LVL 2.o E 86 c L. r P 4 We .c 9'xiSPs/= 135- Per •e= 13'-6" 4 .Q tww,I. = a'x730cF = 675PLF DESIGN ANALYSIS COMPUTED BY DATE SHED OF CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT Q (2) I3/k- ,y- 11 7tr' 6V G Z.O E DUDF --�+-i••.,F_.,--rz-y -? -t�GVlg G LB e= !S'-e" l b 4 I Wpt= lo'x Is-Pier = ISOPcp Wtt — /0'X ?Sin, = 750 Pot- He 2x10 DP N0. 2 .Q= j ' 6 F Wo1.= Mx 15P5, = 2 o PtP S /<4. = /6"x 7sP5r = (00%CP DESIGN ANALYSIS COMPUTED BY DATE SHEET OF CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT REAM P 2 Conpos#TE WITH ®Ee/r EFfFcT/vF Fb44/6F (3 x /.2$r /0" 10" ti no S(g \ I h7= w.Q% 12o ,r ( /z')Z 2l6p TKx= 2£3/. S = FT# N fb= 5 = 2/6o Fr-#/ RGB;n 2 Q = 65q psi 2Xto 7113Z FbtQoo ? 65e off 6= SWpy484 FT = c c 120 /,:) ( /2xt2),8g 1,60O,r00 r 221.9 = . lz y" Qc 115� > 2Y0 &6AP't t6S �� iQOpRDS 1011 3>r C2) e 6.o874" Txx my M= 30,$68 fT-/b Fb; /-14 = 34 868 Fr-/b/9 �J(10 / eigno / // 6,0879' f( 7 P5; by 41'00 ? 1f-6R7 PJG, f� t<5 V = b5( 1t63/ y 38.9 ps; Fv= qs 7 3B= q Olt Uttpliff Swl° SC 73Qy E L - o CMoa DESIGN ANALYSIS . COMPUTED BY DATE SHEET OF CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT it e 8Enn # 546 x ? (On PoSr re- it io2s.,� I 1 S f 4x 10= 4 OO,1,c00 F was �F ( ti = •z5 — 4�5 r a SI Eosa = L,ce.ry r)0 "I Zxx= 4573 ;et 14,375 'F6= MI - 29( "2"2 Pr-rb /TT€73 /5 88? Psi 1. QCU pri I gr • �— 2=hhkz HSJ3 - UCZza3Ps)kz h :4. Q4$'g • Beam#5-Quick Beam Schemmer Engineering Page 1 Project: 03-049 14:07:31 03/12/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of 4X22.375 composite Douglas Fir No.2 -User Dimensional I Left Cantilever.None Main Span: 15'6" Right Cantilever: None Check for repetitive use'? No Tributary Width:0' Slope 0 Dead Load:0 psf Live Load:0 psf Snow Load 0 Allow. LL Deflection:L/360 Allow.TL Deflection:LU240 DOL: 1.000 (3 in Maximum) Eb: 1600000 psi F,:95 psi Fn 900 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft plf plf Dead Uniform 0' 15'6" 150 Floor Live Uniform 0' 15'6" 750 Floor Live Concentrated 12' 1350 Design Checks Reaction Bending-X Shear LL Deft. TL Dell. lb psi psi in in Max.Value 8020.16 864.346 83.197 -0.1488 -0.1754 Allowable 21432.2 900 95 0.5167 0.775 of Allow. 37 V 96 1 88 ` 28 td 22 VP Location 15'6" 8'1-1/16" 13'4-1/8" 7'9-2/2" 7'9-2/2" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb i 0' 2.402 7279 84 15'6" 2.646 802016 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 96 1%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live. Maximum hanger tomes:7279.84 lb(Left)and 8020.16 lb(Right). Timber design is governed by NDS 1997 Program Version 9.2-11/8/2002 Beam#7-Quick Beam Schemmer Engineering Page 1 Project: 03-049 14:08:04 03/12/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of 4X22.375 composite Douglas Fir No.2 -User Dimensional I Left Cantilever: None Main Span: 15'4-7/16" Right Cantilever: None Check for repetitive use? No Tributary Width:0' Slope.0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow LL Deflection:L/360 Allow.TL Deflection-L/240 DOL: 1.000 (3 in Maximum) Eb: 1600000 psi F,,:95 psi Fb:900 psi User Defined Loads Load Case Load Distance(sl to Load Load at Load at Type Start Length Start End ft ft pit plf Dead Uniform 0' 15'8-1/32" 150 Floor Live Uniform 0' 15'8-1/32" 750 Design Checks Reaction Bending-X Shear LL Defl. TL Defl. lb psi psi in in Max.Value 6916.41 780.199 68.606 -0.1287 -0.1544 Allowable 18370.5 900 95 0.5123 0.7685 %of Allow. 38 1 87 1 72 V' 25 ? 20 W !'! Location 0' T8-7/32" 13'3-1/16' 7'8-7/32" 7'8-7/32" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 2.282 6916.41 15'4-7/16" 2.282 6916 41 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 87 1%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live. Maximum hanger forces:6916.41 lb(Left)and 6916.41 lb(Right). Timber design is governed by NOS 1997. Program Version 9 2-11/8/2002 1. Beam#6-Quick Beam Schemmer Engineering Page 1 Project: 03-049 11:21:42 03/12/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of 4X20 composite Douglas Fir No.2-User Dimensional Left Cantilever.None Main Span: 13'6" Right Cantilever: None Check for repetitive use? No Tributary Width:0' Slope-0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow.LL Deflection:L/360 Allow.TL Deflection. U240 DOL 1.000 (3 in Maximum) Eb: 1600000 psi Fv:95 psi Fb 900 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at i Type Start Length Start End ft ft pit plf Dead Uniform 0' 13'6" 135 Floor Live Uniform 0' 13'6" 675 Design Checks Reaction Bending-X Shear LL Defl. TL Deft lb psi psi in in Max.Value 5467.5 761.997 68.24 -0.1099 -0.1318 Allowable 9778.12 900 95 0 45 0.675 of Allow. 56 1 85 V 72 124 it 19 1 Location 0' 6'9" 1'9-112" 6'9" 6'9" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 1.977 5467.5 13'6" 1.977 5467.5 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 85 1%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live. Maximum hanger forces:5467.5 lb(Left)and 5467.5 lb(Right) Timber design is governed by NDS 1997. Program Version 9.2-11/8/2002 —arc,/ uor1.7 51'n,,,,,,—, r.ro -ma/ ,.,NM c—v."lfh cr. TR%tl c:.,„, R",?..odan/r.� 1..,, 4°%,/r1{..aw"7 xo hj/fnZl 111 yr/•I""/Yrs,1,, 9/ li) ./ 7 1,0 71 sp.lf /x7 1/44 / I/d ..o ,rn."' 01xz en Cr) co rn -A_ weim lilt s.'4 imi—"I iuc..04 wrdW�S it i <Mjogw%t I Ii i' r,a+k �JWS l v:2'3"vn�a�oo axy 1 it. .-- i ___—___-_,...: . r 2,,ii•-•„,,, II sisal la i # ...I..". tint^ rII}/'N E _ = aqh Olt? __—.S 4.-vi .ord.f ' g. r. : M a .8 1i r • hxh I t - r-r T Cl a . Y -. _� in -. — - ,21 -- I Oa2/v 011(0 1.9_I yam'/`/ .e. y6 IItil: �f�Yyaa9 4/ e 0 %01 _V p �n V ,9 777 ,sn9-og71"S sv21.1a.,.y o 0 r7 90/ '31.1"5 and Z loot . Beam#1 -Quick Beam Schemmer Engineering Page 1 Project: 03-049 16:34:51 03/06/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of 2x10 No. 2-Douglas Fir-Larch-Dimensional zie Left Cantilever:None Main Span: 8' Right Cantilever:2' Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow LL Deflection:L/360 Allow.TL Deflection-L/240 DOL: 1.000 (3 in Maximum) Eb: 1600000 psi 95 psi Fb 900 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft plf plf Dead Uniform 0' 10' 20 Floor Live Uniform 0' 10' 100 Design Checks Reaction Bending-X Shear LL Defl. TL Deli. lb psi psi in in Max.Value 750 527.392 43.243 0.0466 0.0531 Allowable 3632.81 990 190 0.1333 0.2 %of Allow. 21 " 53/ 23 pi 34 V. 26 Location 8' 3'11-1/2" 71" 10' 10' Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 1.5 475 8' 1.5 750 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 53 % Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live w/Pattern Loads. Maximum hanger forces:475 lb(Left)and 0 lb(Right). Timber design is governed by NDS 1997. Program Version 9.2-11/8/2002 f Beam#4-Quick Beam Schemmer Engineering Page 1 Project: 03-049 16:38:54 03/06/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of(2)2x1O No. 2-Douglas Fir-Larch-Dimensional d` Left Cantilever.None Main Span: 10' Right Cantilever None Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load.0 psf Snow Load: 0 Allow. LL Deflection:U360 Allow.TL Deflection:L/240 DOL: 1 000 (3 in Maximum) Eb: 1600000 psi F,;95 psi Fb:900 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft plf plf Dead Uniform 0' 10' 45 Floor Live Uniform 0' 10' 225 Design Checks Reaction Bending-X Shear LL Deft. TL Deft. lb psi psi in in Max Value 1350 946.676 59.595 -0.1599 -0.1919 Allowable 6562.5 990 190 0.3333 0.5 %of Allow. 21 V 96 t' 31 V 47 V 38 Location 0' 5' 9'1' 5' 5' Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 1.5 1350 10' 1.5 1350 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 96 V%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live. Maximum hanger forces:1350 lb(Left)and 1350 lb(Right). Timber design is governed by NDS 1997. Program Version 9.2-11/8/2002 Beam#5-Quick Beam 1 Schemmer Engineering Page 1 Project: 03-049 06:44:54 03/07/03 I Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks 1 Client: Peter Steffen Checked by: Input Data Design of 6 3/4"x13 1/2"24F-V4-Un-Balanced Layup-Glulam -Western I Left Cantilever:None Main Span: 15'6" Right Cantilever: None Check for repetitive use? No Tributary Width:0' Slope 0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow. LL Deflection.L/360 Allow.TL Deflection:U240 DOL: 1.000 I (3 in Maximum) Eb: 1800000 psi F,;240 psi Fe:2400 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft plf plf Dead Uniform 0' 15'6" 150 Floor Live Uniform 0' 15'6" 750 Floor Live Concentrated 10' 1350 Design Checks Reaction Bending-X Shear LL Dell. TL Dell. lb psi psi in in Max.Value 7845.97 1806.64 110.325 -0.4554 -0.5336 Allowable 15356.2 2366.72 240 0.5167 0.775 1 %of Allow. 51 i 76 tit 46 t 88 bt 681 Location 15'6" 8'3-3/8" 14'2-3/4" 7'9-15/16" 7'9-15/16" Reactions and Bearing Support Location Min.Bearing Reaction It in lb 0' 1.716 7454.03 15'6" 1.806 7845 97 Self-weight of member is not included Member has an actual/allowable ratio in span 1 of 88 1%. Design is governed by live load deflection 1, Governing load combination is Dead+Floor Live. Maximum hanger forces:7454.03 lb(Left)and 7845 97 lb(Right). Timber design is governed by NOS 1997. Program Version 9.2-11/8/2002 • Beam#6-Quick BeamIII Schemmer Engineering Page 1 Project: 03-049 - 06:45:45 03/07/03 Job: 3001 R ave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Design of 5 1/8"x12" 24F-V4-Un-Balanced Layup-Giulani -Western V Left Cantilever:None Main Span: 13'6" Right Cantilever: None Check for repetitive use? No Tributary Width:0' Slope 0 Dead Load:0 psf Live Load:0 psf Snow Load 0 Allow.IL Deflection:L/360 Allow.TL Deflection:L/240 DOL: 1.000 (3 in Maximum) Eb. 1800000 psi F,;240 psi Fb:2400 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft plf plf Dead Uniform 0' 13'6" 135 Floor Live Uniform 0' 13'6" 675 Design Checks Reaction Bending-X Shear LL Defl. TL Defl. lb psi psi in in Max.Value 5467.5 1800.27 110.716 -0.3797 -0.4557 Allowable 11659.4 2400 240 045 0.675 %of Allow. 47 1 75 46 e 84 i 67 V Location 0' 6'9' 12'4-1/4" 69" 6'9" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 1.658 5467.5 13'6" 1.658 5467.5 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 84/%. Design is governed by live load deflection. Governing load combination is Dead+Floor Live. Maximum hanger forces:5467.5 lb(Left)and 5467.5 lb(Right). Timber design is governed by NDS 1997 Program Version 9.2-11/8/2002 • Beam#7-Quick Beam Schemmer Engineering Page 1 Project: 03-049 06:46:28 03/07/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Design of 5 1/8"x13 1/2"24F-V4-Un-Balanced Layup-Glulam -Western 1 Left Cantilever:None Main Span: 15'4-7/16" Right Cantilever: None Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow.LL Deflection:L/360 Allow.TL Deflection:L/240 DOL: 1.000 (3 in Maximum) Eb:1800000 psi F,,:240 psi Fb:2400 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft pit pif Dead Uniform 0' 15'8-1/32" 150 Floor Live Uniform 0' 15'8-1/32" 750 Design Checks Reaction Bending-X Shear LL Defl. TL Deft. lb psi psi in in Max Value 6916 5 2048.67 125.154 -0.4979 -0.5975 Allowable 11659.4 2400 240 0.5123 0.7685 %of Allow. 59 ° 85 1 52 1 97 1 77 1 i, Location 0' 78-7/32" 14'1-3/16" 7'8-7/32" 7'8-7/32" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 2.097 6916.5 15'4-7/16" 2.097 6916.5 Self-weight of member is not included Member has an actual/allowable ratio in span 1 of 97 1%. Design is governed by live load deflection. Governing load combination is Dead+Floor Live. Maximum hanger forces:6916.5 lb(Left)and 6916.5 lb(Right). i Timber design is governed by NOS 1997. Program Version 9.2-11/8/2002 Beam#8-Quick Beam Schemmer Engineering Page 1 Project: 03-049 17:40:54 03/06/03 Job: 3001 R ave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of 2x1O No. 2-Douglas Fir-Larch-Dimensional I Left Cantilever 2' Main Span: 8' Right Cantilever None Check for repetitive use? No Tributary Width 0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load. 0 Allow. LL Deflection:L/360 Allow.TL Deflection:L/240 DOL: 1 000 (3 in Maximum) Eh: 1600000 psi P„ 95 psi Fe:900 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft pit plf Dead Uniform 0' 10' 20 Floor Live Uniform 0' 10' 100 Design Checks Reaction Bending-X Shear LL Deft. TL Deft lb psi psi in in Max.Value 750 527.39 43.243 0.0466 0 0531 Allowable 3632.81 990 190 0.1333 0 2 %of Allow 21 1 53 1 23 1 34 6f 26 tt Location 2' 611/2" 711" 0' 0' Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 2' 1.5 750 10' 1.5 475 Self-weight of member is not included. Member has an actual/allowable ratio in span 2 of 53 1%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live w/Pattern Loads. Maximum hanger forces:0 lb(Left)and 475 lb(Right). Timber design is governed by NDS 1997. Program Version 9.2-11/8/2002 • DESIGN ANALYSIS . COMPUTED BY DATES OF CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT EXfSr/A/ 11X/0 r3EAM Ia. 7P'-o^rs a ac Ace 4mini rj TYP EA posy o ' 0 9 0 0 0 0 0 0 0 0 NEW LW- 2.GE &EAM S {7J 1314 x 11 VS LV4, I 1 6EAM6 -f21I1 x 11 V/a t,✓1.- BEAM ? - (.2) INx117/8 LVL -- V NEW 4 x 4 Posr I K EA END IYP. Ex PANS!ON SIMPSoN ANcHoR BOLTS A8E 44 TYP EA POST A 6" CONC SCAB NEW BEAM ck posr TYPIcA ` NYS. 6%1 Y t)O . City of Anacortes Permit#: BLD-2003-8493 904 6th Street Issue date: 02/24/2003 ` sillkil .l-- P.OBox 547 i Expire date: 02/24/2004 9 02: Anacortes, WA 98221-0547 ' A (360) 293-1901 Job Address: 3001 RAVE ANACORTES WA 98221 APN: Permit Type: Commercial Repair/Alter Permit Project: Remarks: Construct interior walls for bathroom,offices and storage area. Applicant: AMERICAS BEST CHARTER Owner: AMERICAS BEST CHARTER , Address: 3001 RAVE 106 Address: 3001 RAVE 106 ANACORTES,WA 98221 ANACORTES WA 98221 Phone: (360)293-9533 Phone: (360)293-9533 Contractor: Addressr: Phone: License#: General Information: Fees: Building Valuation 20000 Building Permit Fee 258.75 State Building Code Fee 4.50 Total Calculated: 263.25 Deposits/Receipts: 0.00 Total Due: 263.25 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WH CIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTIONS. N. J4--- — tc.."- ...,,,_e__ Applicant Signature / �Y Issued �•./ PAGE 1 OF 1 iCa 0 5'e ^^ se........................ 6'B i �t,\0 ,5'e • 1.{� m c N..g�kkeePm9 \ 1- pa.,,esOff\Ge , 12 r, 4\ ,,,,, d ,✓ c--------- \------ f, \ . o 01\*..„1 1p Onika 0 rat. c • K 'elk E.nttance On ..... —�csk. cztz �! \ ,�tot°B. room fp ^ ) = � taundtY gtot'd90 \ M' 0 i N \\v .:.....::.:.::. ..: ............................ .. «.«..:, , ,<. . . . .< :B • LD�G;�"E171Vll'�'= '�'LI ATE :; �:> -�:; ' >:- - .:: .,: ..... . SITE ADDRESS: &V/ /?— Ate. it-in k /aG ASSESSOR NO.: LOT: BLOCK: DIV: ADDITION: gs .<,::e-,oci�...x::<.,<.:.,<.:<::.:.::«,..:,:«.:<.:..::_:....._...:.........1't. ti .. . .;.:.:o::x.::,C..'.r.<fiV:;;2ij2>'::'a Name: Name: Name: n! Mailing Address: Mailing Address: Mailing Address: PO. 3ax (29 n City: State: Zip: City: State: Zip: City: State: Zip: /�tacatica U/B fIr22/ . Phone No.: Phone No.: Phone No.: 360 -253' ✓F33 Contractor License: �Contact Person: CK° si Phone No.: 360 - 70f- 4'NV .uIY:i:`:Xi>::` . at��"::'-.'.....�i;',:ui::ii %":.:c ' +.'':`:: ::pn//j�.{'' �]i:.:<;'::r:::::: iiZZ .: :.,:.. ;,: ::: . :i[. 2:' <�:; iw .::,;:<.2�f::<::::'�Ea ::_3::: IiCCV ' iS PANT. SE :<<::::<":<[:��:< _,>::;:;:;_:::<> .<:.:�;:<;s:'�;':::_^:::r:;::-:<:_rY<;:..,,:.r..:.:.:.:.. .:.:... (Check One) Single Family: Multi-Family: Apartment: Condominium: Senior Housing: Retail: Office: 17 Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify): DESCRIBE OF WORK: GENERAL:INFORMATION€ :::r":<>:i> mum i' >: i : a:' s€ ::€ €s ,, Street Setback: ft. 2nd Floor: sf. (Circle Y or N) 1st Side Setback: ft. 3rd Floor: sf. 2nd Side Setback: ft. Basement: sf Shoreline/Wetlands Y N Rear Setback: ft. Occ. Group: Water on/Adj. to Property Y N Use Zone: Carport Area: sf. Soils Report Y N Type of Construction: Garage Area: sf. Sensitive Area Y N Lot Area: sf. No. of Stories: Latecomers Agreement Y N No. of Dwelling's: Building Height: Fire Hydrant(250 FT) Y N 1 Lot Coverage: Deck Area: s£ Variance Y N 1st Floor: sf. �j Covenant Y N Project Valuation(Labor and Material Cost):Y/` 2 a lea' THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREI R NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: e) '"--` fr' DATE: 2/2 v/ce I PM��' PO Box 973 Phone: (36o)293-2596 Anacortes WA 98221 Fax:(360)299-2123 Email:Vintage@fidagol.net May 13, 2002 IanMunce + _CSIveb Director of Community Development SEF City Of Anacortes 10 2002 P.O. Box 547 ` R�L,ypp` Anacortes, WA. 98221 `� RE: PMW Building- 3100 Block of R Avenue Dear Mr. Munce I have received an offer for the purchase of a portion of the PMW Building located in the 3100 Block of R Avenue. The Purchaser is Greg Fritz/Anacortes Physical Therapy who intends to use the building as a Physical Therapy Clinic to treat and evaluate individuals referred by other medical professionals. Included in the purchase is additional space which would be rented or leased to others for office use. The purpose of this letter is to confirm that the proposed use of the building is permitted under the requirements of the Anacortes Zoning Code. Because I will be providing the purchaser with a copy of this letter as a condition of purchase, could you please acknowledge in the space below that the pro- posed use is permitted under the zoning code?Please feel free to add additional comments. Thank you for your help and consideration on this matter. Yours truly, Ron Woolworth The underfigne concurs that the proposed use is permitted under the current Anacortes zoning code. Nacc. Ian Munce ' .. d SCHEMMER ENGINEERING INC. March 13, 2003 Don Measamer City of Anacortes PO Box 547 Anacortes, WA 98221 Re: 3001 R Avenue, Suite 106 Job #03-049 Dear Don: We have reviewed the 6" slab for point loads for the above referenced project. This slab , is adequate for proposed loads(see attached talc. sheet). Please call with any questions or comments. Sincerely, Sche r ngin ' g Inc. Micha 1 . Schemmer, P.E. President Il k 0 4 .iI I tTM "a'; 1 pC . 11 4,21 31 �%v rxm exwwe9 4/ii ;f as", .ra6lAty-m ... Phone: (360)293-9006 317 Commercial Avenue—Suite 101 Fax: (360)293-4051 Anacortes,WA 98221 www.schemmereng.com DESIGN ANALYSIS ' ,' . COMPUTED BY DATE SHEET OF CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT Post 01516N FOR LOADS 3001 / y/,r SotTE /OE 8FAM Vi5 REAciroN = 8o 20 P Cot QM egsr- Fool PRItt7 use Yxry Pas? t 5(2xy) crops COtuNN AREA = 5..c ' as- 22;42 t61ARi c ON colt = /5-•6"x zo"= 3IO?n2 I 2000psr r IL439ps; n m °�: dri 13.119x30r 'frog < SOzg - 1 dri nosT CgRRY shear IN 51-A8 3.6" $Hr4R c4Paciry or 6P 54AB rVc= '1 77c toxot 60% (8td) 2 f 2 (3•Ssd) = L.-herd=6 v<_ 4 2soo x H?" 6" bo : krlrn Vc = 561Noo it 0 tic r o,s ( SF,90o) = 42,3 OD $ > 8,0 2 o Olt 0 0 ii t h 27481 h. . tizsmA* [EXPIRES 4/16/O j STRUCTURAL CALCULATIONS FOR 3001 R Ave. Suite 106 Anacortes, WA March 7,2002 Job No. 03-049 PREPARED BY: ,164 SCHEMMER ENGINEERING INC. y � 317 Commercial Avenue, Suite 101 A.,- to t. Anacortes, Washington 98221 44` -, (360) 293-9006 1„ � h ,. p ,27481 , . • www.schemmereng.comy, "_ i,.p 11LL V EXPIRES 4/16/ eiiED MAR 12 2003 'I1ILDING DEP ` KQH 3/12/2003 GRAVITY ANALYSIS Beams: Notes: 1) Stronger beams may be used in leiu of these. 2) AU beams shall be simple span unless noted otherwise. 3) All beams shall be(2)2x8#2 DFL unless noted otherwise 4) Manufactured wood products are by Truss Joist MacMillan. 2nd FLOOR FRAMING B1 2x10 DF NO.2 B2 2x10 DF NO.2 COMPOSITE WITH FLOOR B4 (2)2x10 DF NO. 2 B5 (2) 1-3/4 x 11-7/8" LVL 2.0E B6 (2) 1-3/4"x 11-7/8" LVL 2.0E B7 (2) 1-3/4"x 11-7/8" LVL 2.0E B8 2x10 DF NO.2 ' DESIGN ANALYSIS . COMPUTED BY DATE 'SHEET OF CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT -GRAN/T Y RNf/l Y515 FOR 3001 R AVE SUITE /® 6- LOAD s = MawQFIlcTG/RIAla L /6/-1/., fl Ps-A" DEAD to90 - CPC, FL-OOR FRAM/NC A.Ro✓c 2x10 of NO. 2 01 T i I. L t Woa= all I5PsF = 20 pip -e= lo A 8 ,Ci 2 w,.I,_ tin 75-p5F = IDGPIF 2xl0 OFNO2 cO 1PcorEW/FLooQ ,, 82 t, P 1, k W of= It' x ?SpsC = 2 oper- 1>= 12,1 4 - + Wu.= l6"x7SPsf = iooper (2) 2x10 OF NO.; 1 8 y 'x 1SPSF = kSPcF �= ID' t- 1, L 1, W°` = 3 wt.c _ 3'xSosF= 225PLG (?) t-3/, x II-;/a LVL 2.0 G D ,1 x 13 I/7" ss 1 - .Q.. is-LC" r I' k D Wo' = Io'x (5 9sr r IS0 PCP'd. r wk . mix nnpcF ?SUpGF pi.1 _ RE.t op 84 = (2) I-3/v x11- F/g'l Lvc 2.0E DP/Uf 4524.„ 86 t Wog= q'x15Psf= 13SpGF Q� Ir-6" Q U/„= q'x?SpsF = 6 5PLF DESIGN ANALYSIS . COMPUTED BY DATE SHEET OF CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT (2) 11/44 tr ?fo,-' lvc Z.oi OF _9eY ccs 3? Q= !Ste" ! y y WDt= Io'x ISPrF = fS opt-F �j wit= f0'x pcPSF = ?So per BO 2xtO 06 No. 2 Jo' nn ti Wob= 1&11x /SPlc = 2 0 PGF Pr W = l6"x ?sPSF = (00%LF DESIGN ANALYSIS COMPUTED BY DATE SHEET OF • CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT f4M # 2 Con pose Ws /I F C /VG LAND Q p � r prcrr ,FFE r F F Aiior!-l= ex h25 = 1D" 10" o 0fROS I (� M= we% = izoit02'178_ 2/co Fr # Txx= 28/. 8 ina fb= 5 = 2/(0Fr--tt/ ( ZXio 2B1.8;,� 669 ps; /13z FbtQoo > 65y off �= SWe1% 5" C /20 /:) ( /2x/2)y /2y" 38v FZ _ Sy l,600,co� x 2��8 _e- use Oh' > 2tip) lam M # S CIS QOARpS 1, 6•0824" Jxx= '181 log M= 34868 Fr-/6 rh: 17 = 54868 F -/a P 4 x 1O �5 r / w i;y 6.087v" `fC87 Ps% F6. goo > t4687 tics f vc 1.5 % c 105C 1163� 38.y psi Ff= q5 7 38.9 0/r U 4 0�J IAx S = 5w .B% SC 38 4 1 - Ivry Cooc( DESIGN ANALYSIS COMPUTED BY DATE SHEET OF CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT ® BEAM tr 546 t ? Crh s., /po s I' t E 2 ENx IIJ= E'/ (. 4ti �mr '75 $x5 r*CI Etsc : 4)on.,,(Jco 4.375 I' • 14. �n - 29 5 _ YY2,z rxs /6 �u173 889 Ps( C GQo air • lop �� =6a� '1s73 = 0 ( lz.3Ps) ; b -a. 84f3f3.z Beam#5-Quick Beam Schemmer Engineering Page 1 Project: 03-049 14:07:31 03/12/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of 4X22.375 composite Douglas Fir No.2-User Dimensional Left Cantilever:None Main Span: 15'6" Right Cantilever None Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow. LL Deflection L/360 Allow.TL Deflection:U240 DOL. 1.000 (3 in Maximum) Eb: 1600000 psi F,:95 psi Fe:900 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft plf plf Dead Uniform 0' 15'6" 150 Floor Live Uniform 0' 15'6" 750 Floor Live Concentrated 12' 1350 Design Checks Reaction Bending-X Shear LL Defl. TL Defl. lb psi psi in in Max.Value 8020.16 864.346 83.197 -0.1488 -01754 Allowable 21432.2 900 95 0.5167 0.775 %of Allow. 37 1 96 1 581 28 I 22 Location 15'6" 8'1-1/16" 13'4-1/8" 7'9-2/2" 7'9-2/2" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 2.402 7279 84 15'6" 2.646 8020.16 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 96 V% Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live. Maximum hanger forces:7279.84 lb(Left)and 8020.16 lb(Right). Timber design is governed by NDS 1997. Program Version 9.2- 11/8/2002 Beam#7-Quick Beam Schemmer Engineering Page 1 Project: 03-049 14:08:04 03/12/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of 4X22.375 composite Douglas Fir No.2 -User Dimensional ° Left Cantilever:None Main Span: 15'4-7/16" Right Cantilever: None Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow.LL Deflection- L/360 Allow.TL Deflection:L/240 DOL: 1.000 (3 in Maximum) Lb. 1600000 psi F,;95 psi Fb.900 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft plf plf Dead Uniform 0' 15'8-1/32" 150 Floor Live Uniform 0' 15'8-1/32" 750 Design Checks Reaction Bending-X Shear LL Defl. TL Deft. lb psi psi in in Max.Value 6916.41 780.199 68.606 -0.1287 -0.1544 Allowable 18370.5 900 95 0.5123 0.7685 %of Allow. 381 87 V 72 V 25 20 F� Location 0' 7'8-7/32" 13'3-1/16" 7'8-7/32" 7'8-7/32" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 2.282 6916.41 15'4-7/16" 2.282 6916.41 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 87 1%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live. Maximum hanger forces:6916.41 lb(Left)and 6916.41 lb(Right). Timber design is governed by NDS 1997. Program Version 9.2-11/8/2002 Beam#6-Quick Beam Schemmer Engineering Page 1 Project 03-049 11:21:42 03/12/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of 4X20 composite Douglas Fir No-2-User Dimensional V Left Cantilever:None Main Span: 13'6" Right Cantilever: None Check for repetitive use? No Tributary Width:0' Slope 0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow. LL Deflection:L/360 Allow.TL Deflection. 11240 DOL: 1.000 (3 in Maximum) Ee: 1600000 psi Fv:95 psi Fe:900 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft plf plf Dead Uniform 0' 13'6" 135 Floor Live Uniform 0' 13'6" 675 Design Checks Reaction Bending-X Shear LL Defl. TL Deft lb psi psi in in Max.Value 5467.5 761.997 68.24 -0.1099 -01318 Allowable 9778.12 900 95 0.45 0 675 %of Allow. 56 ta" 85 1 72 1 24 1 19 1 Location 0' 6'9" 1'9-1/2" 6'9" 6'9" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 1.977 5467.5 1316" 1.977 5467.5 ' Self-weight of member is not included Member has an actual/allowable ratio in span 1 of 85 1%. Design is governed by bending fb/Fb Governing load combination is Dead+Floor Live. Maximum hanger forces:5467.5 lb(Left)and 5467.5 lb(Right) Timber design is governed by NDS 1997. Program Version 9.2-11/8/2002 . Rjjvc Surte- 10 G 3001 Sete Charters, LL e ricers �- Watt 8 o m /APn cm, -. - R + ^ re I u a4' ��ib� 6 ��RIIJ 3` ` 1 it rA� �t'a . , .._it 1 i_ , li ty^ tyro Kg' f�` �„ Q K N' � 4_ t tD' !e' 3 W a acter .9ns.... i.o Fop°, x I, p<.le 3 tir. fw.NO.jl wlvl tc ." I,_ i • Sx,o �ofNs /1 cli ' .0 uHo-r Rail"'tf', W Rnfr dv' Vay Wex ti 4x Sri'e'_ txm Yr�kn *4 t Mlur.JnelNW vs 1 !D 1 S�i,iyc i'r , \ \\ p l SIMPtsn Remo GO (!'Help ($'t r r� Ail WRNS a2 }r1/6L:::: __sio n,mueJ On- Zn1J mw� of "5 p c s?-„.t.a!'„ t.r JJ..est1 12aF( W,I& a.. 3ur 11b been.� �{, (r'"16» o.,s r.-f`. SuPVo'f2 P a�,.,a".,k1 u, _ - Beam#1 -Quick Beam Schemmer Engineering Page 1 Project: 03-049 16:34:51 03/06/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of 2x1O No. 2-Douglas Fir-Larch-Dimensional 1 Left Cantilever:None Main Span: 8' Right Cantilever 2' Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow. LL Deflection:L/360 Allow.TL Deflection:L/240 DOL' 1.000 (3 in Maximum) Eb:1600000 psi F,:95 psi Fb:900 psi User Defined Loads Load Case Load Distances)to Load Load at Load at Type Start Length Start End ft ft plf pit Dead Uniform 0' 10' 20 Floor Live Uniform 0' 10' 100 Design Checks Reaction Bending-X Shear LL Deft. TL Deft lb psi psi in in Max.Value 750 527.392 43.243 0.0466 0.0531 Allowable 3632.81 990 190 0.1333 0.2 %of Allow. 21 3 53 Y 23 34 5 26 6� Location 8' 3'11-1/2" 7'1" 10' 10' Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 1.5 475 8' 1.5 750 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 53 1%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live w/Pattern Loads. Maximum hanger forces:475 lb(Left)and 0 lb(Right). Timber design is governed by NDS 1997. Program Version 9.2-11/8/2002 Q-B am#4 uick Beam e Schemmer Engineering Page 1 Project: 03-049 16:38:54 03/06/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: 1 Input Data Check of(2)2x10 No. 2-Douglas Fir-Larch-Dimensional V Left Cantilever:None Main Span: 10' Right Cantilever: None Check for repetitive use? No Tributary Width:0' Slope 0 Dead Load:0 psf Live Load 0 psf Snow Load' 0 Allow LL Deflection:L/360 Allow.TL Deflection:L/240 DOL: 1.000 (3 in Maximum) Eb 1600000 psi Fy:95 psi Fe:900 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft plf plf Dead Uniform 0' 10' 45 I Floor Live Uniform 0' 10' 225 Design Checks Reaction Bending-X Shear LL Defl. TL Deft. lb psi psi in in Max Value 1350 946.676 59.595 -0.1599 -01919 Allowable 6562.5 990 190 0.3333 0.5 %of Allow. 21 tt° 96€I 31 1 47 ? 38 1 Location 0' 5' 9'1" 5' 5' Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 1.5 1350 i 10' 1.5 1350 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 96 %. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live Maximum hanger forces. 1350 lb(Left)and 1350 lb(Right). Timber design is governed by NDS 1997 Program Version 9.2-11/8/2002 Beam#5-Quick Beam Schemmer Engineering Page 1 Project: 03-049 06:44:54 03/07/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Design of 6 3/4"x13 1/2" 24F-V4-Un-Balanced Layup-Glulam -Western I Left Cantilever:None Main Span: 15'6" Right Cantilever. None Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load 0 Allow.LL Deflection:L/360 Allow.TL Deflection: L/240 DOL 1.000 (3 in Maximum) Eb: 1800000 psi F,,:240 psi Fb:2400 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft pit pit Dead Uniform 0' 15'6" 150 Floor Live Uniform 0' 15'6" 750 Floor Live Concentrated 10' 1350 Design Checks Reaction Bending-X Shear LL Defl. TL Defl. lb psi psi in in Max.Value 7845.97 1806.64 110.325 -0.4554 -0.5336 Allowable 15356.2 2366.72 240 0.5167 0.775 %of Allow. 51 1 76 1 46 1 88 1$ 68 1, Location 156" 8'3-3/8" 14'2-3/4" T9-15/16" 7'9-15/16" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 1.716 7454.03 15'6" 1.806 7845 97 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 88 Of% Design is governed by live load deflection Governing load combination is Dead+Floor Live. Maximum hanger forces:7454.03 lb(Left)and 7845 97 lb(Right) Timber design is governed by NDS 1997. Program Version 9 2-11/8/2002 Beam#6-Quick Beam Schemmer Engineering Page 1 Project: 03-049 06:45:45 03/07/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Design of 5 1/8"x12" 24F-V4-Un-Balanced Layup-Glularn -Western V Left Cantilever:None Main Span: 13'6" Right Cantilever: None Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load 0 Allow.LL Deflection:L/360 Allow.TL Deflection:L/240 DOL: 1 000 (3 in Maximum) Eh: 1800000 psi F.,:240 psi Fb:2400 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft pit pit Dead Uniform 0' 13'6" 135 Floor Live Uniform 0' 13'6" 675 Design Checks Reaction Bending-X Shear LL Deft. TL Deti. lb psi psi in in Max.Value 5467.5 1800.27 110.716 -0.3797 -0.4557 Allowable 11659.4 2400 240 0.45 0675 To of Allow. 47V 75/ 461 841 67V Location 0' 6'9" 12'4-1/4" 6'9" 6'9" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 1.658 5467.5 13'6" 1.658 5467.5 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 84 1%. Design is governed by live load deflection Governing load combination is Dead+Floor Live. Maximum hanger forces:5467.5 lb(Left)and 5467.5 lb(Right) Timber design is governed by NDS 1997. Program Version 9.2-11/8/2002 , ' Beam#7-Quick Beam Schemmer Engineering Page 1 Project: 03-049 06:46:28 03/07/03 Job: 3001 R ave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Design of 5 1/8"x13 1/2" 24F-V4-Un-Balanced Layup-Giulam -Western 1 Left Cantilever:None Main Span- 15'4-7/16" Right Cantilever. None Check for repetitive use? No Tributary Width:0' Slope-0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow.LL Deflection:L/360 Allow.TL Deflection:L/240 DOL: 1.000 (3 in Maximum) Eb: 1800000 psi Fv:240 psi Fb 2400 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft pit plf Dead Uniform 0' 15'8-1/32" 150 Floor Live Uniform 0' 15'8-1/32" 750 Design Checks Reaction Bending-X Shear LL Deft. TL Defi. lb psi psi in in Max.Value 6916.5 2048.67 125.154 -0 4979 -0.5975 Allowable 116594 2400 240 0.5123 0.7685 %of Allow. 59 tr¢ 85 at 52 1 97 1 77 / Location 0' 7'8-7/32" 14'1-3/16" T8-7/32" 7'8-7/32" Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 0' 2.097 6916 5 15'4-7/16" 2.097 6916.5 Self-weight of member is not included Member has an actual/allowable ratio in span 1 of 97 1%. Design is governed by live load deflection. Governing load combination is Dead+Floor Live. Maximum hanger forces:6916.5 lb(Left)and 6916.5 lb(Right). Timber design is governed by NDS 1997. Program Version 9.2-11/8/2002 Beam#8-Quick Beam Schemmer Engineering Page 1 Project. 03-049 17:40:54 03/06/03 Job: 3001 Rave. suite 106 Designed by: K. Quinn Hanks Client: Peter Steffen Checked by: Input Data Check of 2x1O No. 2-Douglas Fir-Larch-Dimensional I Left Cantilever 2' Main Span: 8' Right Cantilever None Check for repetitive use? No Tributary Width-0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow. LL Deflection: L/360 Allow.TL Deflection:L/240 DOL: 1.000 (3 in Maximum) Eb: 1600000 psi F,,:95 psi Fb:900 psi User Defined Loads Load Case Load Distance(s)to Load Load at Load at Type Start Length Start End ft ft pit plf Dead Uniform 0' 10' 20 Floor Live Uniform 0' 10' 100 Design Checks Reaction Bending-X Shear LL Deft. TL Defl. lb psi psi in in Max.Value 750 527.39 43.243 0.0466 0 0531 Allowable 3632.81 990 190 0.1333 0 2 %of Allow. 21 1 53 1 23 p# 34 1 26 1 Location 2' 6'1/2" 211" 0' 0' Reactions and Bearing Support Location Min.Bearing Reaction ft in lb 2' 1.5 750 10' 1.5 475 Self-weight of member is not included Member has an actual/allowable ratio in span 2 of 53 %. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live w/Pattern Loads. Maximum hanger forces.0 lb(Left)and 475 lb(Right). Timber design is governed by NDS 1997. Program Version 9.2-11/8/2002 DESIGN ANALYSIS ' • COMPUTED BY DATE SHEET OF K CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT EX /STING Lblp BEAM TPIs ACE KMIN 3-o aC TYP EA11111,11 posr Q o 0 NEW 1-V4- 2.0E 13EA1'15 {7f 134 x 11 M3 Lyle. BEAM 6' 42)1 3/v x P t P41 L P L BEAM ?- C2) I?/v x 11 7/6 L VL NEW l{ x L/ POST EA END TYP. Ex PANSI o N SjMPSON ANcHoRBOLTS� ADE YY TYP FA POST Exisrlu& 6" CoNc SLAB NEW BEAM Cf posr TYPICAL N T S. COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : C0M94-0024 P.O. BOX 547 APPLIED: 02/24/94 ANACORTES, WA 98221 ISSUED: 02/28/94 (206) 293-1901 EXPIRES: 02/28/95 SITE ADDRESS: 3001 R AVE ASSESSOR'S PARCEL NO. : 4198-000-012-0000 PROJECT DESCRIPTION: Improvements for office space. — OWNER — CONTRACTOR — LENDER P. M. W. _. P. 0. BOX 973 ANACORTES WA 98221 293-2596 — FEES TYPE OF WORK •ADD AREA (sf) VALU...$: 2500 Code Amount---- By- Date---- Receipt TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- ESPL $ -100.00 MD 02/28/94 2141 CENSUS CATEGORY •434 1ST FLR • 0 FRONT • 0 ft PLCK $ 35.10 MD 02/28/94 2141 ZONING 2ND FLR • 0 SIDE(1)..: 0 ft PRMT $ 54.00 MD 02/28/94 2141 :COMMERCIAL BASEMENT • 0 SIDE(2)..: 0 ft PMEC $ 42.50 MD 02/28/94 2141 OCCUPANCY GROUP GAR/CARPORT...: 0 REAR • 0 ft PPLM $ 55.00 MD 02/28/94 2141 :B2 •? •? •? OTHER • 0 REQUIRED PARKING-- STBC $ 4.50 MD 02/28/94 2141 TYPE OF CONSTRUCTION TOTAL • 0 :? •? •? :? : NUMBER OF UNITS • 0 ACCESSIBLE.: 0 OCCUPANT LOAD STORIES • 0 COMPACT • 0 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0 FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 91.10 1 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 0 1 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 0 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 0 VENT FANS • 2 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 1 WOODSTOVES • 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS • 0 WATER CLOSETS...: 2 WASHING MACHINES: 0 FLOOR DRAINS • 0 BATH TUBS • 0 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 0 SHOWERS • 0 LAUNDRY TRAYS...: 0 HOSE BIBBS • 0 DISHWASHERS • 0 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 2 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 1 KIT SINKS W/DISP: 0 DRINKING FOUNT..: 0 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. P2ic11,Lu 00-10'n Issued by Applicant or Owner's Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 °> © 11 0}�wN ' ef- li -�I Or 1 1 _; - 4 O II , N ,o�• Ana - i e3`r G 5TA #,4 ‘'. 1a IC) eo\ I] v ge \3°"Ig !207 I 1 II 1� 4. ,.,. r a s .� 0 ! V I1 - 7` ro 2N ° i:// 1_2 e ram I !I � � :0-_ rI i i o - / \\1 _ N co 1 2t2 sy ° to J S'TAlR #2 i 4. \\I , oil. ;7- - -- rv,„s, ,,,„,„ , 6 \I )• 1 r 1 ✓- 1 a. III O h Q i1 i w i .". _c_.-_,„.,,-------------------a=, ---,--„, to , 0 Oc \ 24R- ! ___ ------- ! —� I - i SM�roA,,Mtr — LOW ROOF ` 1 i/✓ AK 1 1 1' -- ' 1 r,!n' -- - 1 - X X o X ND X WOOLWORTH MEIXNER BUILDING . Z w H > m QW0 oa - Q o � < � co ID ND CD CD N N U IX co w ° LI 30TH & R AVE AN ACORTES WASHINGTON U c, Q 0 J DRAWING INDEX 0 ABBREVIATIONS BUILDING INFORMATION VICINITY MAP v) LAJ U VJ QN THIS IS A STANDARD LIST OF ABBR=''JIATIONS X w N ZONING on a USED BY THIS OFFICE . ITEMS LISTED MAY OR J on vIAY NOT BE USED ON THIS SET OF DRAWINGS . �PNE� w ZONING - HEAVY MANUFACTURING Mks c 2 ST. � w v� ill ST. U O t— MAT. MATERIAL PERMITTED USES - OFFICES, WAREHOUSES, REPAIR SHOPS G v o AND M.B.MAX. MAC ENE PERMITTED ACCESSORY USES - RESTAURANTS ] ST f' 0 MB. MACHINE BOLT J`/ O U ❑ SQUARE MECH. MECHANICAL MINIMUM LOT SIZE - NO MINIMUM S•3i•_ 0 SQUARE FOOTAGE MEMO. MEMBRANE - 5T n/ CENTERLINE M.D.O. MECIUM DENSITY MINIMUM SETBACKS - 15' FROM STREET RIGHT-A-WAY r3`g• In Q 0 DIAMETER MIN. MINIMUM 10' FROM ADJACENT PROPERTY LINES LEI ;ST. /0 ROUND POUND OR NUMBER MIR. MIAROR MAXIMUM DENSITY - NO MAXIMUM '•I `l i q q W' i =Tow$. IA` M.O. MASONRY OPENING MTL. METAL MAXIMUM LAND COVERAGE - NO MAXIMUM " ' " _ - '- . ' 'T = �.ICST. A.B. ANCHOR BOLTS L� / AC. ACOUSTICAL N. I .C. NOT IN CONTRACT MAXIMUM BUILDING HEIGHT - 50 HIGH ]"ST A.C.P. ACOUSTICAL CEILING PANEL N.T.S. NOT TO SCALE I1•ST. 'n A C.T. ACOUSTICALDITION CEILING TILE O.C. ON "ENTER O C9 s"ST ADD, ADDITION D.F.G, OWNER FURNISH PARKING I:"sT 17 ADJ. ADJUSTABLE CONTRACTOR INSTALL K' ST , GI A.F.F ABOVE FINISHED FLOOR RESTAURANT 3200 SF / 1/100 = 32 SPACES j r I,' ST. < o AGG. AGGREGATE OFF. OFFFCE ❑ -E f 4 \ ALT. ALTERNATE OPNG. OFFUNG WHOLESALE - WAREHOUSE 5 UNITS = 10 SPACES ._. I S�ST. 9� ALUM. ALUMINUM P. I .P. CONC. POURED IN PLACE RETAIL - WAREHOUSE 3200 SF / 1/200 d 1/400 = 13 SPACES - 201 ST. 21• T. 211 ST. BLD, BUILDING COFELRETE OFFICE STAIR MECH 4767 5F / I/200 = 24 SPACES x2 ST. 4 22' ST. BLKG. BLOCKING P•LAM PLASTIC LAMINATE 22�St. y ER PLAS. PLASTIC _ 23• T.S.D. I B.0 R BUILT ROOFING PR, PAIR TOTAL REQUIRED SPACES = 7G SPACES z] st pLYWD PLYWOOD 23•ST, _ x4•ST PROJECT SITE B.S. BACK SPLASHze' sT. xs Sr. v re BTM. BOTTOM PT. PRE 1T IT' Si• P.T. PRE;SURE TREATED CAB. CABINET P.T.D. PAP=R TOWEL DISPENSER 2313T., C.B. CHALKBOARD PTN. PARIIT ION CDR. CEDAR P.T.R. PAPER TOWEL RECEPTACLE o z0•sr. C.L. CENTERLINE �V} �j) ��y'J }`^}�/� T 3'' St CLKG. CAULKING R. RISER UNIFORM SU I LD I NC OODE I I V V E✓ I I I O� SJ JI' ST. �� C.M.U. CONCRETE MASONRY UNIT RAND. PAD US a i Y �•3T. II 11COL COLUMN R.B. RUBBER BASE CrCONC. CONCRETE R.D. ROOF DRAIN - y'y�se CONSTR. CONSTRUCTION REC. RECOMMEND OR RECOMMENDED }p]� sr S Y Y' (� CONF. CONFERENCE REF. REFERENCE 1 tl •ST_ 'LJLJ� z CONT. CONTINUOUS REQD. REQUIRED I ,ps"sT• L CORR CORRIDOR SEISMIC ZONE 3 r"y7, ]T•5T. RM. R001d CPT. CARPET R.O. ROU' H OPENING BASIC HIND SPEED 80 MPH C T. CERAMIC TILE R.P.T.D. RECESSED PAPER x ST /M�\ r CD CUST CUSTODIAN TOM L DISPENSER EXPOSURE G Moxcvl Ew gvs I % „ " z_ R.P.T.R RECI SSED PAPER Y e D. DRYER TOM L RECEPTACLE ]0•sT. fO R.P.T.D.&R DUAL UNIT RECESSED o a m A Cr) DBL. DOUBLE "5i �' �'�' F1 Wt00 AvE, la n n PAPER TOWEL DISPENSER t s1"s4 sz I�JL,II DEPT DEPARTMENTOG & RECEPTACLE OCCUPANCY TYPES I < DF DODGEMS FIR 0 \ > _ D F DRINKING FOUNTAIN DN, DOWN SAN.S. SAN TARP SEWER D S.C. SOL D CORE RESTAURANT A-3 L. DOWNSPOUT DTL, DETAIL SCHED SCHIDULE D.W. DISHWASHER WASHER S.D. SOAF DISPENSER OFFICE B-2 DWG. DRAWING SEAL'T SEAIANT WHOLESALE/RETAIL B-2 U CITY OF A \ AnNORT - W SECT. SEC ION 0 EA. EACH S.F. SOU;RE FEET a Ci EL ELEVATION SHSHR. SHOVER oCCUPANCY SEPARATION A-3 TO B-2 = NO SEPARATION REQUIRED ELEC ELECTRICAL z ELEV. ELEVATOR SHTG. SHE/THING Q EQ EQUAL SIM. SIM LAP EQUIP EQUIPMENT S.N.DSPL SANITARY NAPKIN ALLOWABLE BUILDING AREA EXP. EXPANSION DISFOSAL �j�� EXP.JT EXPANSION JOINT S.N.DSR SANITARY NAPKIN 1{ 11 ^ EXIST. EXISTING DISPENSER B-2 TYPE 5 NON-RATED = 8,000 SF X 2 = 16,000 5F ALLOWABLE �r EXT. EXTERIOR SPEC. SPECIFICATION SQ. SQUARE (SEPARATION ON 3 SIDES OF 60' MIN ALLOWS 100% INCREASE) F.A. F ALARM S.S. STAINLESS STEEL F.O. FLOOR DRAIN S.SK. SEERVR\ ICE SINK FIN, FINISH STD. STANDARD F.F. FINISHED FLOOR STL. STEEL A-3 TYPE 5 NON-RATED = 6,000 SF X 2 = 12,000 5F ALLOWABLE CODES FL. FLOOR STOR. STORAGE FND. FOUNDATION STRUCT. STRLCTURAL (SEPARATION ON 3 SIDES OF 60' MIN ALLOWS 100% INCREASE) E1E' FND.D. FOUNDATION DRAIN ST.S. STORM SEWER �J F.O.C. FACE OF CONCRETE SUSP. SUSPENDED F.O.S. FACE OF STUDS T. TREED ACTUAL B-2= 11,880 / 16,000 + A-2 5200 / 12,000 = .74 + .26 = I NOT IN EXCESS OF I OK UNIFORM BUILDING CODE - 1988 ED I T I N 0 FPRF. FIREPROOF TACK B. TAGF BOARD UNIFORM MEGH I N I CAL CODE - CURRENT EDITION 0 FT. FOOT OR FEET FUR FURRING T.B. TONE BAR B-2 OCCUPANCY MORE THAN 20' FROM PROPERTY LINE 7.C. TOP OF CURB UNIFORM PLUMBING CODE - CURRENT EDITION F.X. FIRE EXTINGUISHER A-3 OCCUPANCY MORE THAN 40' FROM PROPERTY LINE 4 CENTER LINE OF RIGHT-A-WAY TEL. TELEPHONE CA. GAUGE TER. TERRAZZO UNIFORM ELECTRICAL CODE - CURRENT EDITION TAG DKG. TONCJE S. GROOVE GALV, GALVANIZED G B, GRAB BAR THK. MI DECCKNG THEREFORE: NO PROTECTED OPENINGS REQUIRED WASH I NGTON STATE ENERGY CODE - CURRENT EDITION GEN.CON. GENERAL CONTRACTOR TK. TICPT KNOT EXTERIOR WALLS MAY BE NON RATED GLU-LAM GLUE SLAMINATED T.L. Ti GET LINE T.P. TOP OF PAVEMENT NO PARAPET WALLS ARE REQUIRED GR. GRADE T p D TOILET PAPER G.W.B. GYPSUM WALLBOARD DISPENSER FEB. HOSE BIB TV TELEJISION H.C. HOLLOW CORE T.W. TACIABLE WALL H D.O. HIGH DENSITY OVERLAY TYP. TYPICAL HF, HEM-FIR UR. URINAL H N. HOLLOW METAL U.V. UNIT VENTILATOR HOR!Z. HORIZONTAL HR. HOUR VAR. VARIES INT. INSULATION 0 V.C.T. VINY- COMPOSITION TILE ELECTRICAL & MECHANICAL OWNER C z NT. INTERIOR VERT. VERTICAL ARCHITECTS STRUCTURAL ENGINEERSs ` m o VEST. VESTIBULE 0) V.W.C. VINY- WALL COVERING 2 C 0 JT. JOINT GI VIli JET. JOIST W. WASHER a W/ WITH X X 9 a 0 KIT, KITCHEN WC WATER CLOSET MARC ESTVOLD ARCHITECT A I A , X LTV. LAVATORY WD. WOOD 3 1 1 0 COMMERCIAL AVE . , • MMDD. WIND,* WAD WITH SET ANACORTES , WA . 98221 WP. WATER PROOF WWF WELD_CIWIRE FABRIC 2 0 6-2 9 3-5 5 0 0 w FAX 293-4049I PLOT DATE = 11T04/91 PROJECT DIR. NAME = 30TH_&_R DRAWING NAME = 30THAO-1 1 1 tri SITE FLAN REV I EV�I CHECKLIST a) X N X EXIST' O O I. SITE PLAN DRAWING TO SCALE, SHOWING ALL DIMENSIONS NECESSARY M.H. Lu z FOR CALCULATING- LAND COVERAGE. > CO ALLOWABLE LAND COVERAGE 15 100% N O 2. LOCATION OF PROPERTY LINES Q O PROPERTY LINES SHOWN ON SITE PLAN 17 H- rnN N rn 3. SE I t3ACK LINES IN REQUIRED LOCATIONS U x cD Q SETBACK LINES SHOWN ON SITE PLAN W I f- 4. BUILDING LOCATION d DIMENSIONS INCLUDING HEIGHT •ry _ BUILDING LOCATION itDIMENSIONS SHOWN ON SITE PLAN. 1/4.) EXISTING SANITARY SEWER STUB U PROPOSED BUILDING HEIGHT IS APPROXIMATELY 30'. N __tooI.L.. loo.00' ' `� / / A01 ,lot --- Q 5. TYPE OF CONSTRUCTION - HOOD, BRICK , CONCRETE, ETC. l �x low.00' _.w�_- T.w. 104.00' - / - - 255.45' / JRETA NINS HALL / T.H. Io4.0O', FACTORY FINISHED METAL SIDING d ROOFING I / /° `� � ! i �� ^1, 04 ��� • / - - -- - Q 10a oa oa.I6' EXIST l' SUMPSTER ',GREEN S. CI S. NUMBER OF UNITS IF APPLICABLE / / M.H. �- �` 1 4 . — — ` — ? `l�- — — — — I o I A0 NOT APPLICABLE. / ����'�' . �,- C� / O - o 1 26 ��10' SFTRAC LINES �'� w. laa.00' 1 ,rI r _ j- /-- w---... ' sCt I w �o7. 'I o s' lo2so' ��� O -L I N 7. EASEMENTS OF RECORD OR GONTEMPL tTED /' 10 �� G B �� } 1ozBso J J h w N / \ C, ) l J 00 / SL m `9 i- i- —' Q 67 NONE DISCOVERED OR CONTCMPL'ATED. 1 ' 'I F I , �, /� I /S. LANDSGAPINS CONTEMPLATED • - `fl RETAINING WALL -----A0 w '/ -- ) A AS INDICATED ON SITE PLAN N 011� 'I r , '- oa s /oa .a/ / r.w IosDo' �" - R, 10450 10450' �� ? �l�I� � � '' • 50' i�' ! , w / o r E;�I ,f & ;-��ly � '�3 I RETAINING HALL v O 1- ,Q4 l 11_Ti � �i _r'`I �.;' ��'�_: .Ili_ .liy .Hi Ui- U 10450' i. �, at ill VI..t‘ �-- ,��,:N' � f�1�1. %� %11` YI`. �?IA O O 9. LOCATION OF PROPOSED 4 EXISTING SI3N5 INCLUDING SIZE d EL / \ .4.100., -r ,;, - Q EVATIGN / \ 05.00' .r 405 C7J' r105.00' 105D0' 1 Rt' i 7 r, g Iob r7 THE SIGN HILL BE LOCATED AS INDICATED ON SITE PLAN d WILL NOT BE OVER 100 SF. esak �'� '`O� ` J"-T -6"ST. IQ --- —/ M --�' TlJ 106.00' fff i 10. LOCATION OF EXISTING PARKING 4 REQUIRED # OF STALLS, /' L -- g B I HANDICAPPED PARKING 4 HOW PARKING IS DESIGNATED PER UNIT, 511'zlr'INS 4 WHEEL STOPS / / F- \ \ N I ���� ' � { 4, T9 PARKING STALLS REQUIRED d PROVIDED. ILIF �� _'�� 1 z - ; ci. FIR-E�P45ED BUILDING __ ot f ;� 2 HANDICAPPED PROVIDED. ji3/41-11 1---C5 --'� 1�� FIRST FLOOOR ELEVATION 105A' i''�-- -.,,`' ~9r.w. IO'IDO' o j1T I +`%i' .'I+ �. /�' ice' Mir' Clik1i. LOCATION 8 SIZE OF DRIVEWAYS / V ��'� ���'� ��'�� N AS INDICATED ON SITE PLAN. / /� (�� 'S� = '' �_ U) ';�� N 1 .., - ----- ---- I 12. SIZE 4 LOCATION OF SOLID HASTE CON -AINERS, PLUS DETAILS OF t . : :IL -5' SITE SCREENING FENCES, SIKUGTURES ETC... �- �'`r <04' J° �''1v w. I pe AS INDICATED ON SITE PLAN. d'�\ / I /Os "• ��'� osoo �� go I rr+. Io6oa' / 7'1\� �`1 ---' 105.».:'? q ' 4 / 11 �'� f '��],, 1 '1'1,: �� _- : . 13. LOCATION OF PROPOSED 6 EXISTING STREETS, CURBS 8 GUTTERS, .7. / \ \ os..l ��S bgpo, i14= ill•- 11; �i; —� �r = s11. i1�; 11 'rift /��� '�T 4 STREET CENTERLINES 4 DIMENSIONS I �104 - 'tSaev'ti . . , .- � AS INDICATED ON SITE PLAN. //' loa [ AMP '1,1- toa3o'1 �o����� oa3o I 1 P- AS z • PL4NTING J j j I � ~ I 21 ��-- ,�s�►, I i4. WIDTH 4 LOCATION OF SIDEWALKS, WHEELCHAIR RAMP 5, CONTENT \ // Q PLATED 4 REQUIRED / \� �' ce' I p AS INDICATED ON SITE PLAN. / \ i \ �'� \ G.B. LLD I Ig, - ❑ 1o3Do' ,--a� 1 0 yI I — --- . . 3 Q �' �/---t _���� �C� /^poi '/ Og I''� '' 103A0' O '�� T.W. IIO.DO' - 5. LOCATION OF EXISTING AND PROPOSED STORM SEWERS, CATCH BA- I li-t ,k I ��\ z / \ -h SIGNS, MANHOLES, FOOTING DRAINS, PARKINS LOT STORM DRAINS, EEG.. SETBACK LINE -' \ i I DUMl'a SCREEN 1 a CC e - i— 104 /' \ 104 / O cc AS INDICATED ON SITE PLAN. / 'o' u �'�/ I �' U X:ST'S - O ' '1, -- 24 _ Flo' I�/lu r Q 16. LOCATION OF EXISTING 4 PROPOSED HATER MAINS, SERVICE .H. a �� __ _ T.w. 111Do' LINES, SPRINKLER SYSTEMS, FIRE HYDRANTS, 3AGKFLOW DEVICES. IN- a !��� —O5aO�- ---- - 1060° Illso' GLUDE SIZES OF EXISTING OR GONTEMPLATEl7. - - - - - �o� \ • rr1.1o6Do' rw I09.00' �� rr j 255.45' — T.H. 1100 101.11'� 105.41' / -R�T�NING WALL , AS INDICATED ON SITE quo — —uoDo j rug PLAN. I I / \ I 1'/ . _»,tM1 7— �11ti ,, 'I h'. * _^' • iii a :Li.; 9 I14 1 "' o'T NIA EXISTING V _ - �- 2 -a It LOCATION OF PROPOSED d EXISTING SANITARY OCHER COLLECTORS, 1� , MANHOLES, & SIDE SEWER SERVICE. INCLUDE SIZES OF EXISTING 4 h STUBTU ':�+o t / PLAN�LNJG V''I` ,N3' -' ,` ^,;'Ii. -., — 150't u • i / ,: . Wit= J PROPOSED. p� 4 4.[4 / /v" n �Imp r cJ Yf . 11450' AS INDICATED ON SITE PLAN. — — EXISTIN SIDEWALK EXIST'G 0 ,e• M.H. 8. N01t PROPOSED ESTABLISHMENT OF HOME OWNERS, CONDOMINIUM, 12 'SS 0a33 2 `�`� uo.w' 2"S� r " 12"55 12"55 2"55 f uLL5' CD 11T50' APARTMENT OWNERS, ETC, ASSOCIATION, IF A NY. 7109.66'-} NO CONDOMINIUM ASSOCIATION CONTEMPLATED T THIS TIME. / r `l- N II. SHOW EXISTING ZONING 4 PROPOSED DENSITY IIS11 AVENUE ZONING - HEAVY MANUFACTORIN6 NO MAXIMUM DENSITY. I )20. SHOW TOPOGRAPHY 4 OR ELEVATION POINTS 8"ST 8"ST 18"5T 811ST 18"ST 18"ST ELEVATION POINTS SHOWN ON PLAN 11 SITE PLAN Q 21. SHORELINE DESIGNATION IF HA 200' OF ORDINARY HIGH WATER = d NOT APPLICABLE ------k-H I Cir SCALE : 20 ' 111IIno 22. STATE ENVIRONMENTAL PROTECTION AGl CHECKLIST 20111,1 20"1^1 l 20"1^1 20"W 0 I D ' 20 ' 40' O SEE ATACHED Z I6"A 16"W 16"W 16"W ,_ cn PLOT DATE = 1J/04/91 PROJECT DIR. NAME = 30TH_&_R DRAWING NAME = 30THA1 -1 134949 Note: ®lO slat_ rk.NlL 4 i RLM COLORS. , Me-[AL ROOF' Ir STECI_ GETTER, NIGH WORK'G Polt-1 T Q N `� Pri 1IIN� �hSGI� 1.9 oP or- PLATC LCVJ WORKG POIt�IT" - =M . - Iii lib - - - 00 oP of WWbW -4 - Ma --- -- �i = i_ STEEL r-� cl Or -- - -ANSE �� vow .1 •Sj'oUT�DS,)- II �. 11101151 D. pJ! _-H.. * I V, -T'C >(i.l i- �- r r I p ZIII� �% • do s. D ii • Sall — C. ® iICI c m CI �! 0� NI di � Q O _ ill III og tIMiHllihirn. 1110, 1010 �I 10 ■■ ` 11 : 111 :�L �I` iiu ' 11■ L 6o _ . in ���' '_-I Q (nFt) 0 f---1 _ lit_ 1I" � Ii CO CO 1 II _ _ ....,_ , F.p-roo M I A N N , 0,5. QS r p IIIII , , 1 i. b _JLx I ■ ■� ■ I - I , _ ■■I L__ I F- N u. FIRST FLOOR , , 0 cc WEST ELEVATION Q SCALE : tVa ' - it oh a O __W a N Q 0p - r -J CC (n Q Tok-ofPLA 1= r-� V 111 G 1--1 Wo R lG'G Po l t�-1 Wcc - TOP OI= Wll-4D04t./�, _ - � A _ l 6 —Lo\ WORK& Poll--lT .J W 0 ' i 0 c-D) D.,-- orad- o (c)-14) . ea C) -,-,,,,,i, 0 0 cc l_ _� ; O U to SECOND r-LOOK " CC Z '.------ii"----.------->- I J .LJ 1 I • N H' 0 1 j: 0 1 ® (I:). , 5 ' t7(;) ztRsT r-A — � J If o� �I � � II -t i V NORTH ELEVATION (SOUTH ELEVATION SIMILAR) -7 sc.sLa : S" = 11-o° L0 —J — z COO z _. TOP OF PLATE--- ' j wo2K,(2 PORT-i i - - — ! �f cA iv ®€ 12 04-- 0 ®11- Re) r tO _ Wmimmi o scGot�1D FLOOR 8 Hi �� ' !I i �I I ` Q I W _� — I 11 - z 0 0 �> A 0CC C O 00 O � O � 00� OI OCC ' fiIRST FLDOR� �- t [ 1 �I « 0 I EAST ELEVATION I I O SCb,LE : %B"= I=o" I Z Q I-- W W I Ct L I >'-- 3, /2- - 0 "? j /_:7 " -f /' "4f I �TT�`c ON Tu/ 2 ji&N -1 . • \, To DE- fops-r wet: 4-A�fr 5 1 I / \, c-o6i 7a lac. OoT-Kr r . tiI 1 a-0 _- -- - i ; jj g 1----- _ �x G`K. /1375 7-asz -- 11 � 33.E , I I Z rii - \'/HIT . l-lEt.j /-1 7Ai_ '/O1NGy -- --- - j I I" I Tv MATGN ,L.1171Ncy \V/ 2-1 c ill I SN�E -1E�0(- r QAyc I I , 2"x2'x ,A, AHc Lt_ l'O 5 - '— - /i ,C , 1..t.315 wau_ s EE.Z .1'� 5 _. re. - D N` (Co z - w M ii 5T"z= pLAT� — Tort .._ A kCI'Ca Or.,,',,7,, .2.NL_r� / /cyl�/ -J CS f I j-A \u /d,►H7- F si N - L-e- -5 II o , J cV 3 g x 3oL L,LO-- tAr-I oak,-f5 Ex1• 5/CqN 7=/�Ar"/c 2-f�9/a SK E T MLj.1c- ICI . ._ :__- -- --- - -- -' �1 \\/ ZI'� 6(�Lr"� — \v/ 2"x2r K 3'/6"/Qr.IGLi: //ZC/\./ /`15 j/-/ A-7 --- i 1'' I i i ' i 1 - - - , -- t t.7L.r c. n rZo \/ I .._.I remit., ,�i.�;c 5 r x h '-6" N / ocz/D- 5 5Ac-K /Li/x I -- -- - - 5 s]-c�L r,l>,_ 77J f"` fQ--- - — I �/Gill F1 Li_ ON �r>r\/iq � T'i2o 't�-7T I I I-1 y1_r / 1—I r ' vNDri2\\ C rej.Ye~ll r--L4?�Ye-<1TC✓dita-S LJ S j i JO ' -- - - -- /<X/R. r�tQ AL-LJ/-f, f--2 A He - -4 ! 2- - - r 4fr 1:x r-LAs77c� 1 a w/7 \ Ho rt."af<�� rj< c% LIGPI77 _ V/r/Yt LeTTc7Z5 Y 1 \r, - i I OI 1 I ' . 1 11 f3/r I 8 x � x.l!.H72;Ivra,.ao .5IL:=z - i T✓ /N5/pi- S/N t- tON i /- GiRI-n/) `- \/ wJ [..lv/,'= • I I (t! 0/ • /;77 / — -- -- • /�,2o�ae7�,- Li/v� -- — - i I 6UILDIN/j 0j 1 - I f ii! ('= i i I r �N� I dk 1` / c 1 I P,�i-EtrY L/N6 �N t'Zc vA77L:a'� EN ID Yn_`\Y , S/ GN LD4/1 c.W , I 1 17/4 2 N:l N✓Gr I I I -I_ I- : 1 - ( I re-AN 7"cf'e. ,- --------- ---&">c X,/ 7.:\\lia LL .STc-L:,._ Tti 1.5E I .\ �.�.� - - 3/3 5 --c-1.- 2rrlc� \V/77 ,//b• coNT/NUL_✓= -- -- S//aE \Y�4� K f=/LLL/ \vt,.r�7 (o/ - 9 1-fir/�M or / ,5/L)C `' iv Pc 1 %;" coN77NJUJs It?c.�L T \Vt2 C) `` 7U o.27 5f iE r> -- - - - - • - - -- - 3//v; =-ONT,,. ..ous r=>c_cE/— \YcLO Aeci-wu ItR' Q�� NC)C. 3 / " - 30 ' �rlx5„x ,/572:- Uem_z_ STr :- TZ) 5�r r-JNc.7 \v/jl/ '�/h L v rirk,1 Liu✓� THIS DESIGN IS THE PROPERTY ! /LL:-/ \1/4t�12.:5 TU /Pr c --/-erngl 0 /A/r,6. ortlivve st Sirs IN017STRE NEON 8PLASTICI ruTI ( Fittrl1.+LiS \Y/%+ \1/L`�/ ALGHTS TO ITS USE Ofl I NORTHWESTNEON & PLASTIC, INC (206) 822-1200 ROION ARE RESERVED 11 A — wL -c>: �\5TN /4 r33 \Y/ `L/15, E 70 ��cz/'7 f> I N u':_ ; 815 8th Street, Kirkland, WA 98033 FAX (206) 827-1074 ( CON I\I 4! /,)f :/ /E %iq/ SAIE CLIENT, DESIGNER DESIGN NO l /-✓) DATE DATE REVISED rATIpN SCALE SHEET f 10-5- `l3 1< ALA. "�..) .::j, . A.,/Ac u,7,1 ; __IFic /N CLIENT APPROVAL h I -0+. I- 2+- G„ tS — 3„ 12.I .. -1 /—�/ +' I f k /=.44wk / / el1 tsTTEry< ON 7U/) 2 ,j1vni r 7� DE FbPH GORL. 4..6 5 I i I I I ten'/ 70 5c: ',Mil./a7) 2- ' I � � � , l 875\via� �,- .��z 1 I 33.5 7tc I I t 2$ -- - \VH/g SN, r MtET/Ac_- IOINGT I r 7D HA-ru1 /3 J/1-0/ " \V/21 co. . I 51-Ia r1EJr1L r4.4Hc 7(7] I I i 2,"x Z.'A 9//� A ki l_C IQo/Y l ! �. _ G g' , 1,,75 E\VAL S;E , -s� .SpE../F7c,r117 o N 5 ( Oct z - — -- L.� - \vr M'' -r FLATE r & ' � ,...r: - oT-AAt A.2c-�1 Or , /c; - 1-4 / S irsr 0 I I (p . 1.- +',-\r/,-r; or/_r) I 0 N I I --- - �B x 30LLULU- c.nri I V-f5 /A. s/ryN �=2ArIL: 2-1-Gv/a sigt- .j M .j�1c. II — — -.-:— i �+ \\/ ZI+� aULT _ \\// 2"xZ" # 3/L`+/a../6c.a /20/�1 O-15j H A-7 Lji T I T.--_ - ---- He AL A bJVc .S0/ 'P&L- TC s"X 4U < , / s76 LVA._L �4,�- re._'-, : 7-1. 7-C.� \ , .1 - -- - y�- + r /- ' cdNG e✓-L C 5 /x & '-C„ x -5+ oLZ S 5"cfr--Ac /N/>< ! I i 1 F : — -- -- — -- -t 5,Sc Tal_ r+/�c L 777� �r7 -- - 1--- - CI cS/4,"/ AiLL On/ rr'I\/rR Ea' `'2v/'C n-1 I I_I �I_1 / I �'I- L)Ni��-G\VCT /�1 4-44r3U.' 7:,ILL_ .s LJS j L=rJ • aXrrJrJc:_'� ,A»JP',, f-2AM,... !- i r �` J ; rXAN ri-4S�7 .4c. \v� 4 -"��+ 0 HO.f1Oo/II S.0 c�IGN pnr ! + r, J - - - 1 I IO � I 1 r �� 1 I +r/ -re-- - -+ x2) xal-,751YAb� 457 4 . 2—z - - - t - , T 'f /n/sloe 5/1/4? /'YLoN 1 ,,,, -/i, 1 I I t3U I LDI N/j �N �Tc / + __ . - NV e5 /+/x I I ! i \ i J 1 ; _. . . --. ,• I5/ i j t4i f'�/-'�eTr L//vim /L�:N' t-ZaVA7G EN vie---AV ! I 5/ cN Li) O/Y - 7 = -. - I Tj I `PA2 , ./JJcjr I i - izor4.Je_T'y L.I N C: tdet N Tig-Ie._ &' A(n x,/g7 \V,ILL cL �.5 r r 7>�x I --- - I t 5//JE \VAL.K. %B '5TU (z.iAt 7 \v Ti/ / '46' cc � ✓ry.. L" - rL/t. i'T \Yt�.,'' 5 Tot' S I?�/7t't4 o/= /+v suc`, tr N. TLPE. 7 %a LOn/TNJricO:.: /=/„-LT \V i.'J TU .JJ7-.5/uc 7-1-) ! - -- -- - --- '�//v' ✓JNTn/�ous �'/+ , F-� \YEZ9 Ae-o-wu '1 �' A�/LNUE 9 _ Ital-c7- r-LAv4 • i" so -- x8 ,K ,l 5727 \uflc..z._ sr c F' �� / STD CJNG7 \\//T7! '�/a GC/I�//J✓Ui_ Wee" i 1 ] 991/S THIS DESIGN IS THE PROPERTY ML. .______I if/I. I \Yc S7D FP/ n�R/h',17 7c //lS vc O OF NORTHWEST NEON 8 PLASTIC 7v 1%a- , 4 n4-06/. \vci_ S To O;n. AND ALL RIGHTS TO ITS USE OR Tvp?e C LL `4S \V/7I. \VtL DJ NORTHWEST NEON PLASTIC,& 815 8th Street, Kirkland, INC.IN 206 822-1200 REPRODUCTION ARE RESERVED. _L . ,- i A&L- \YLL[. /'3TH /4 -L33 \Y/ CIA 5 S E 70 Eic c771,.�1 r. 5WFAX 206 827 1074 C.A...) Cz.,r/vN pCT i4/ti ebbCLIENT', , DESIGNER ( SIGIINO 0 DATE DATE REVISED t -It' ` N �� J - a•, l / �4 T. r SCALE SHEET r /0-5- 93 S.r"ve_ -y 3,: 5'j' . J A/Ac.oR'j"t SNc vn( CLIENT APPNovAL — - - - ..___._ of / 1 001 7z. gm:. - , N N 6) o NOTE: SHEAR WALLS TO HAVE 1/2" CDX PLYWOOD, ONE SIDE, UNDER G.W.B., N aS WITH 80 NAILS @ 6" O.C. @ PANEL EDGES AND @ 12" O.C. @ FIELD. ALL EDGES TO BE BLOCKED. di Lii Z ' c co 0 o o0 e 't 46 A 0°04 3 $e Q too kkall ' 'y t $tm b ✓'■11 1 h� M1A}t� to co c) 1" yvCwtlt on -f.Iwu• O) a) UNN i 51BA" oy,+'w►t -rtu.a"j W O Q R.-l I 12F#wrap �4 5 0.1-( CV LL 10 cc Q A D — 1 0 / A5-1 I J W N LOW ROOF N is Q CO LOW ROOF --_i s%�� A d7 °c o J ySr ��e Q Q '' T I _ y --. --- - - -- - -- - - -------. -J�_- W (J DOWN I DOWN (� �� T �J \" / O �,J c. / 6 124R•, • ! 24L21 �� I O . l \ I ( ) 1 co —_■ - / ♦- - I i I jii < U O cc OCi. I `�/ i 3 CC U O C� 3 - �� _ _ `r 'i w 4'a`` s Q p U Ti, _ s O 1 "Its STAIR #3 STA #4 e -�� pip° ---- - - M • ��[[ o h �--..' (�� 3s7a 3°75! N. ,/ 4, -lQ 3 - 1 •205'3.77- 1 '20/ F _________:14 0 ® .1 2° _a...44\ Tr • s0 ," i -1' " A }}a,ll A5 1 I �/ CD 5 1 E: I . ,bi -- x, �307o '2C z �. OFFICE SPACE 3 7� 0 II UPPER PART OF WHOLESALE/WAREHOUSE ►/ 11 n oi. 1 1 , \3-I�= I'� `J 0 © I 2c9 3 7 —J r 2 z (a I ,, v-ka �� L- T 49.2 ASOti Z B N W y 5 T O5 ysrW A 5 1 N I y ti3V70\ W ®T 2o1' 7' —y ` ee'ef�`N`VIA>-<AA °307° 203 ( E Z vi W I. i ��: �d� STAIR #2 s - ,-- X STAIR #1 4 ro ` _ 1 so Ti • •. /� ,t• • 10 3N f e Zak � J _ B,. �� O i) o Q Q- 1 , _ a 1 O ' w _ F U u.i N I Lir1 T n---� — x O lI O O ' O O , 24R. DOWN O O ( / O (D) <� I Q cc 1 CC r \ 1 s -- -- l� / `soti O Ca yore, / �'sr - Y ---- -- LOW ROOF - 5a° I N j / - '-- LOW ROOF J / S y 0' 24` Co° lo' o" is-o \0'-•Sr ICS '-c; 3k_. 1c)r- ci" li, 2A-{-Co" '.o° Jf 2 '-0 25 to 0 k i ' 30 `- c7" 12.4 ' o" I �o- c 184 - o" — B c D 0 4 WV A5-1 5-2 'fib'--e . ,,.. ail, SECOND FLOOR PLAN 0 ,©off °"-`s~S``°`R CC O a rLQ9� vow , L2s -oJ&&. Le_ z \11, SCALD _ y8" = I' o^ I-occ,.\-esP t` 09Z 'S,c.a o� t V ki_oC. cw ram- — 1 Y J �/ I % I ° - I ..: ,NL _ �s t Oz REcc-r's- Lr ` `�` ` REVISED 10/ 1 /92 ~ Mega„ s-��cz 2M,s �` W MEN4- woM0 101 LEI-S• W Cityof AnacortesCj Permit#: BLD-2012-0514 904 6th Street Issue date: 12/13/2012 P.O.Box 547 Expire date: 06/11/2014 '`' 0 0/160 Anacortes, WA 98221-0547 r jar >i. ..•.�sir Job Address: 3001 R AVE Permit Type: Reroof Commercial Permit ANACORTES WA 98221-4602 Project: APN: Remarks: Reroof--remove existing and install metal roofing Owner: PMW Contractor: Address: PO BOX 973 Address: ANACORTES WA 98221-0973 Phone: Phone: License#: General Information: Fees: Building Valuation 45000 Building Permit Fee 593.75 State Building Code Fee 4.50 Total Calculated: 598.25 Deposits/Receipts: 0.00 Total Due: 598.25 f..f :•'Y• tµi `T7 IT; T; ivi se. CC' P,i 4 I. 04 C?1 �,�'t B Y5 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR I . CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. di HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL c, 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 OTHER STATE OR LOCAL LA REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ra CA SIGNATURE OF OWNER OR A HORIZED AGENT ISSUED BY 1 ,01 sAtiAR�� • The Salvation Army DOING Serving Skagit County and San Juan Islands since 1906 THE MOST GOODS' 3001 "R"Ave. Suite 100• P.O. Box 303 •Anacortes,WA 98221 • (360) 293-6682 • Fax (360)299-9251 ©0 \ Ol4o December 7, 2010 John Ripley BananaBelt Boats Anacortes, WA 98221 John: The Salvation Army has office space for your use at 3001 R Ave Anacortes, WA. This also allows you to park your Fire Engine in our parking lot. A sign on your Fire Engine must say 'WE SUPPORT THE SALVATION ARMY'. Please contact our office for the financial arrangements concerning the above. Looking forward to working with you. Sincerely, 2._.—epe Jerold L. Forney MSW Major POUNDED IN 1865 BY WILLIAM BOOTH SHAW CLIFTON, GENERAL • PHILIP SWYERS, TERRITORIAL COMMANDER • LT. COLONEL Douo O'BRIEN, DIVISIONAL COMMANDER 1029804-1 0001 10/25/2010 002 4 e'S- Y O Cit of Anacortes Permit Fees 008869 $245.81 Y Permit#: BLD-2010-0432 904 6th Street Issue date: 10/25/2010 `,0,,�,.�.,,, P.O.Box 547 . ;'� r� fry Anacortes, WA 98221-0547 Expire date: 04/22/2012 , c (360) 293-1901 Job Address: 3001 R AVE Permit Type: Sign Permit ANACORTES WA 98221-4602 Project: APN: Remarks: Install multi tenant sign. Owner: THE SALVATION ARMY Contractor: ANCHOR SIGNS Address: Address: 8146 S MARCH POINT RD ANACORTES WA 98221-8683 Phone: Phone: (360)299-0430 License#: General Information: Fees: No. of Signs 1 Building Permit Fee 146.25 Building Valuation 10000 Plan Review Fee 95.06 State Building Code Fee 4.50 Total Calculated: 245.81 Deposits/Receipts: 0.00 Total Due: 245.81 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRA G 0 A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR L•' •W - ■.• • CONSTRU TION OR THE PERFORMANCE OF CONSTRUCTION. Afi SIGNA URE 0- • i . - =- • -'•- D AGENT ISSUED BY Sign Permit Application City of Anacortes Building Department 904 6th Street—Anacortes, Washington Phone: 360 293-1901 Fax: 360 293-1938 At IT-tt, Ati 7 LANZA v%E Owner/Application Information 7 nA SGJ'rF Site Address:_ j V c> / 4- ✓t - g c�O Parcel No.: Lot: Block: Addition: Owners Name:c S41.( t 1 "� �'"� 7 Phone No.: �.9 6 F a-- Address: 5 ccv I State: c'-J Zip: cr` Z 27 Contractor Information Sign Contractor: 4,-)C `c f S -. Phone No.: :£-9`t 0'$c Mailing Address: S tea S State: (,L) c- Zip: gt 7- 2 I State Contractors License No.: ,Q/V( floS A 9 o702_ Exp. Date: 9 /z General Information No. of Existing Signs: / Gross Area of Existing Signs: 9� sq.ft. Total Lineal Feet of Building Frontage: Side 1 ft./Side 2 ft. Proposed Sign Area: sq.ft. Type of Sign and Number of Each: Wall Projecting Free Standing Pole Electric Non-Electric Value of Sign(s) (labor and materials) $ .l(D`b©° Note: Flashing Lights or Moving Parts are Not Allowed Application Checklist Please include the following items with application if applicable. 1. A sketch showing building frontage area. 2. A sketch showing sign, lettering,sign area, sign location, and sign height from grade. 3. Detail(s)of the sign support(s)and all structural connections. 4. Indicate setbacks from property line. 5. Electrical work requires a permit and inspection from the Department of Labor and Indust!'" Ple \� -416-3000. Signature: Date: C9Ci 2S ' &O/L' Applicant or Owner Updated March 30,2009 6' ^ ,>i n 14er,o� FamilysALYAa � ' Services ...6cA-...o0.,.ft•,.,P•*�•?�1 ". ...•.. Worship & m= Communitylit .v:, , Center , Nt4 AN ACRTE _ „ ... ..,.. . . .. . _ ___ .._ _..._ PHYSICAL THERAPY c, 3% )1p91 Yacht & Marine AMSI Insurance ,, ,,,,.2d dy to% it&£n ?Az.),._evv,,,\,,, ,,„..4,_ ' IP „S AN ' i • ?/,,.. 1,, ..- • A . ..,.....--_ ' PHYSICAL THERAPY •,,,,V IN. ' -,.. ',0,4:? • . ... Ar ••• .....IN f. ,-, ''",:, ..'':"Iiir• -.4,, , ...-... ..--. ..."'"' ".'-...".-..-." - .'" --""'......--". ......'""'..' . • , :-.41..;1 ' : ' f ...... 1^ :0 .- • *.• -,-•-•• . • , - YACHT CHARTERS - - , . . •_.....---•------------------------------- • -JF-a •...ek.• .1E. -9„.-4- • ,,,,,..s ,r.:,_ -. -1-... ,,,,, • 1, . )i5 Yacht & Marine A'''''-'4--•-•-',.14,110,. . - * . A' .P1'4.' , AL Insurance l• - , ..6,.. • ,:- 17 - . THE SALVATION ARMY • , , . . . . ._ . ...: ., ,. • , , .. ., , :01...,,:: .. _ cot _ ....._ . • - vor-7?",404 ... ... ... .: 4 ........TROB. rr- .,.. -""' ...4, ..1" .,1,-;.•--1- . . -'' U N DAY_ S E RV ia.,.. . _ • . „..„ ,--41-- • ‘. .„:...01,..,..,...;•,..1,11, ..., II A M ... • • , . • -. ---.„ii ,..,, •• - _ ____ . . ., -i,•-t••,i,=-a.,.:- ,/,-;744711-6'1.•i.---0-;-4,-1;•z•,-,4,,• . . .- mo,•*4T''•„r;isk.r0.:..,.4 r..,;, - - , , . . • . , .'4„ , - . . ., 0 i — . s.'t,-.,-....'•5ti114..::,b,,,.4..' . -- .- . ' _. ,it-.-...1. • Mill ...• , , . .. . • ice, In( - .. .•. . . - . „..41 .4. \s --se-, ryTh Q\_ ..; CN.A ±e../....N ..'.14.' t.<3.- "S.... .11L .40" CITY OF ANACORTESPPROVED PERM I" BEN EEF4 AANS PERMIT NO. (3t4- +:2,1cs - t)Li tin- aS.. u ADDRESS . _3c>1) t 11 -t D-- .. API-ROVED BY• l - SUBJECT 10 FIELD INSPECTION. OVERSIG OR VIOLATION OF CODE IR NOT INCLUDED.. NET LEASE OF BUSINESS PREMISES: Comprehensive lease of premises for business use LEASE AGREEMENT This lease agreement was entered into on 2/8/2005, between The Salvation Army, a corporation organized under the laws of the State of Washington, having its principal place of business at 3001R Ave., Anacortes, Washington, referred to as "lessor," and SeaBear, a corporation organized under the laws of the State of Washington, having its principal place of business at 605 30`h Street, Anacortes, Washington, referred to as "lessee." SECTION ONE DESCRIPTION OF PREMISES Lessor leases to lessee the, premises located at 3001 R. Avenue, Anacortes, Washington and described more particularly as follows: office space with use of a phone and a table, where work Say be done. SECTION TWO TERM The term of this lease agreement is 1 year, beginning on 2/8/2005 and terminating on 2/8/2006, at midnight. Agreement will continue into another year as long as both parties agree and the lease payment is made in advance. SECTION THREE RENT A.The total rent under this lease agreement is $1.00 per year. B. Lessee shall pay lessor the above-specified amount in installments of $1.00 each year, beginning on r of February with succeeding payments due on the 8th of February 2006 of each subsequent year during the term of the lease agreement. In witness, each party to this lease agreement has caused it to be executed at afi on the date indicated below. c 0144/ [Signal-uum nd date(s) ofsigningj Page 1 of 1 1023903-1 0025 08/27/2010 001 9 Permit Fees 008814 $134.44 :'"1` Y () '<,. City of Anacortes Permit#: BLD-2010-0357 ; 904 6th Street Issue date: 08/2712010 P.O.Box 547 Expire date: 02/23/2012 �' '(, Anacortes, WA 98221-0547 rt; (360) 293-1901 Job Address: 3001 R AVE Permit Type: Sign Permit ANACORTES WA 98221-4602 Project: APN: Remarks: New wall signs for the Salvation Army per drawings Owner: SALVATION ARMY Contractor: . Address: 30840 HAWTHORNE BLVD Address: RANCHO PALOS VERDES CA 90275-5301 Phone: Phone: License#: General Information: Fees: Building Valuation 4000 Building Permit Fee 78.75 Plan Review Fee 51.19 State Building Code Fee 4.50 Total Calculated: 134.44 Deposits/Receipts: 0.00 Total Due: 134.44 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LA i.. AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTI,/ OF A PERM! •tt- NOT '-ESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOC' . LAW : _.w. �•. . -Pr OR THE PERFORMANCE OF CONSTRUCTION. SIGNATUR' • •, 1'OR AU ,r•nr D AGENT ISSUED BY GTY Off:_. City of Anacortes Permit#: BLD-2010-0357 • f 904 6th Street Issue date: P.O.Box 547 ‘VP ems} Anacortes, WA 98221-0547ACT" Expire date: 02/22/2012 (360) 293-1901 Job Address: 3001 R AVE Permit Type: Sign Permit ANACORTES WA 98221-4602 Project: APN: Remarks: New wall signs for the Salvation Army per drawings Owner: SALVATION ARMY Contractor: Address: 30840 HAWTHORNE BLVD Address: RANCHO PALOS VERDES CA 90275-5301 Phone: Phone: License#: General Information: Fees: Building Valuation 4000 Building Permit Fee 78.75 Plan Review Fee 51.19 State Building Code Fee 4.50 Total Calculated: 134.44 Deposits/Receipts: 0.00 Total Due: 134.44 f V THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 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 OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY City of Anacortes Sign Permit Application Owner/Application Information Site Address: S©©( 4,.......e_ Parcel No.: Lot: Block: Addition: Owners Name: v'c.- - c 74 f t/l, Phone No.: c 2 °j _ ©ci.3 l Address: .- .>Q/ 2 -/ cam•✓teS �State: a Zip: 9YZ Z( 1 Contractor Information Sign Contractor: 4,cX?/ ,/ SA -S) Phone No.: /0 — ? ?3- Mailing Address: ?('{2 S. A(0.Uc(,, Pr State: 6L)A- Zip: 970Z/ cNACo v—te 5 State Contractors License No.: e C-t.S S 'aI I/ O_5 Exp. Date: cil(a / General Information No. of Existing Signs: !{q / oss Area of Existing Signs: � sq.ft. Total Lineal Feet of Building Frontage: Side 1 l5/ ft./Side 2 ft. Proposed Sign Area: /l 7 • Z?sq.ft. Type of Sign and Number of Each: Wall Projecting Free Standing Pole Electric Non-Electric Value of Sign(s) (labor and materials) $ .iOOC ) '- G. Note: No Moving Parts or Lights are Allowed Application Checklist Please include the following items with application if applicable. 1. A sketch showing building frontage area. 2. A sketch showing sign,lettering, sign area, sign location, and sign height from grade. 3. Detail(s) of the sign support(s) and all structural connections. 4. Indicate setbacks from property line. 5. Electrical work requires a permit and inspection from the Department of Labor and Industries. Please call them at 360-416-3000. Signature: Date: Applicant or Owner 5° D/0-e., I i. 31KZC ,.._ ....__ .4-1--7- , Sci T-.- 0, C 22 �( " L I 2 - 2.S Z ' _ - 5- -�`rt— k t 6 - �Z �� ci5) o �'0 S (top) I _65 J S �� 5�, , �� a7 . 5-6.7. e0D . _ p 5M i9/us 5f a,4/<<X 96)II JZ . o O S �t— r (tc9 Q.....„...-rc31— i 24-7 . zei 53) —1-0 g y Ceti 151 ' �-____.,,,,..,.........± Lice Z 6 _The Salv-f i()r _ . .rri.N r.: ._- kc � i x aV4'orship �I ' !-anvil} r Me wIv Center�' i Services V 01. aArs. .ar t = - n a i iv' c s s , a .,.... .. .yam,, ac., ti ... z—,::..^- ,•.. SCs 5 L__Go-e., [ 1. 3 x Z(c. = ,6 V � ),1\,00( A, (22 ) PP° LiArE_ �7 2, 1 . 2Siz6' — 3Z . S ( ta'9 r cj i._'o S 'top) .4.1 t r 5 • 13 s C' , 'CI- C _ J7 • sueeq) 5/titatC S 1 NS ov-t A- -1 b a32 - o o S 5 c.7"-- 0 & s.P e:9, --1--0.----r" 1 2--(7 - Zat Sal -C ----- ._(.__0.7__ (--cQ.y C41::),...)1_,,,ca. 1 s / , 4, Li not,: 1 } L.-jive. 2. ,1-4,' —, -- 'iea, 0 . _The Salvation Army ('enter For Worship cl-fiervict Worship 2� i Family 2' Center .- , Services volo —e � ' � �, 4111111. ei. _ ......„,it.4 . ¢t t C' f ee f - . .