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HomeMy WebLinkAboutBLD2011-00260 THIS BUILDING IS NOT FINALED . THIS IS AN INCOMPLETE BUILDING APPLICATION . THE PERMIT WAS NEVER ISSUED . •UILDING PERMIT APPLICA4N LA11 0 0205 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD11-00260 Received Date: 9/21/2011 SITE ADDRESS: 33 CAPE GEORGE WYE PORT TOWNSEND, 98368 OWNER: CAPE GEORGE WYE LLC PHONE: 360-301-2831 3723 SAN JUAN AVE PORT TOWNSEND WA 98368-3305 SUBDIVISION: Block: Lot: 3 PARCEL NUMBER: 001073001 Section: 7 Township: 30 N Range: 01 W CONTRACTOR: TIMBER AND IRON ERECTORS LLC PHONE: 360-670-6227 Tiered DAVID RICHARDSON PO BOX 516 CARLSBORG WA 98324 Contractor's License TIMBEIE905OT Expires 9/30/2012 REPRESENTATIVE: TIMBER AND IRON ERECTORS LLC PHONE: 360-670-6227 DAVID RICHARDSON Tierectors @hotmail.com PO BOX 516 PROJECT DESCRIPTIOP NEW DETACHED GARAGE - UNHTD, NO PLMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 23,101.00 CODE EDITION: 2009 ADD'L: HEAT TYPE: OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: SHORELINE: GARAGE: 864 CONST TYPE: SETBACK: DECK. BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 0 Routing Date: --- > q-0i--t i Type Amount Paid By: Date: Receipt: Approved/Date Permit $293.25 LYK 09/21/11 128151 Plan Check $190.61 LYK 09/21/11 128151 State Building Code $4.50 LYK 09/21/11 128151 Total: $488.36 N C. w O r7d� JEFFERSO4UNTY illik DEPARTMENT OF COMMUNITY DEVELOPMENT ti 621 Sheridan Street • Port Townsend • Washington 98368 ' 360/379-4450 • 360/379-4451 Fax w AO�p ww.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: j " —7 Project Description(include l�separate sheets as necessary):, L �1`� I 2V31/5/7,45e / /// twn v}&,, to PtnAPj (44•Sac77ilr rl t dm/.4 Tax Parcel Number: 00 I O77 ( Property Size: 7 4C . (acres/square feet) Site Address and/or Directions to Property: Property Owner(s)of -ecord: EH k IUNbS frn • Telephone: 7`A 301 Ziff Fax: i email: C i�II� I I4'r, 'w.. �I lq..rI Mailing Address: 7723 £14 TG.w4 k Applicant/Agent(if different from owner): •• c- jjAfi'S 9 4) Telephone:3lo0 ^�O ?L-. (p )v--,-7 Fax:,76Q (P"' 7 email:VGfi!(���G- G" �t'lltilF oe1 yvl Mailing Address: Pa(36P(.5-4 &4 G<L /36A re,/ d( Y What kind of Permit?(Check each box that applies ❑Lot or Road Segregation giBuilding ❑Critical Areas Stewardship Plan El Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family ,Ef Garage Attached./Detached ❑Conditional Use[C(a V. , ❑ Manufactured Home .❑ Modular 17 Discretionary"D"or . 4410 V rE❑ Commercial* ❑Special Use(Essenti•.I • bllc -.r - ❑ Change of Use ❑ Boundary Line Adjus m,nt ❑ Address El Road Approach ❑Short Plat** • ❑ Home Business ❑ Cottage Industry El Binding Site Plan** ' i `? P 2 I ❑ Propane ❑ Long Plat*' Li L i El Sign -- ` ' El Planned Rural Resid-ntial i-•- - ---- . ._•id s** • ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Altera on" ' ti COUNI nror ❑ Stormwater Management ❑Shoreline Master Program'Eis 13°e f 4IS*i ** ❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development** .0 Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **R-•Mires a Pre-A••licafion Conference ease ti e i any O Of oc a n a , S-a a Or e•era permi require. or t is proposal, if known: d, J / I DESIGNATION OF AGENT I hereby designate Lve I�r c_ ./Zia , 1�in!•i... T.e.p to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: T//4,./if By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the,granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applica' n that h o•she wants prior notice. Signature' Date: /.f 1741 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferalye res onsi 'lily for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: Date: T�T 71 / Gi\PermitCenter\###FORMS###\DRD FORMS\Currcnt DRD Forms\Master Permit Annrmafinn SAO-ng.i... BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assum' g the rreJsppoonsib�lity of the General Contractor for the proposed project. Signature: e_,e' Date: 7:.L7/i/ GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: Fax: +�c3rr rwcInol✓ a��R+ ��Tgod A LL (�ys�,e4$f d-61- X7 . 0) k$3 -7117 MAILING ADDRESS: PO et),)k cS �(e �n RLs AC/ iUA LX3�i"C4AlL: .- EIS l✓ 4l pv�-``' i.1./lsirL-J- ' N1 CONTRACTOR'S LICENSE _,� •� r7 WAINS NUMBER: a 't f t'1 F �.-70$' '•` ' ' 'NUMBER ARCHITECT/ENGINEER: ,, PHONE C 1. , , FAX:( ) . , MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: jar New 13 Wood Existing: •• ` •t s 'd'Sewer ' `• ❑ Addition ❑ Steel Proposed: ,.,:nn Bane«. ❑ Community System ❑ Altrat(ontRgntode4,,g ,: .0 ,Concrete Total: U. Height. - Individual System O Repair ❑ Masonry SEP,Permit# ❑ Demolition 0 Other: . Bedrooms: • y ''' Water Supply: Existing: ,_. Setback: g,Private well ❑ Two Party Type of Heat: Proposed: �/ 0 Public -nnt a— Total: Or Name of System:- • If this is a Commercial Project you must answer the following: • Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: ' Number of occupants(includes owners,tenants,employees,etc) Current Proposed' • IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank I Above ground Tank Size of Propane Tank: I Heat Stove 1 Cook Stove I Woodstove- 1.Fireplace Insert I Hot Water Tank 1 'Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, includin• the reserve area. ?'- i r'-13 7.s . ° 4 '3�` , • ° 1 YC-3's^ k i�7.1-7..7:w ,, S•Uare Foots•e Current Pro•osed • lice 1 v;®L. - .;-"k: F a i. :',.- �, `:. :, .a 'a,.,-, '��' 1-r17,_:.d.�y .... `'`A Main Floor Heated F tKi < m EH Bld App Review: • ".,fl • 2' Floor Heated s.a i Consistency Review: rte€ - Other 'ea e. .. -- wain Mezzanine �`• ., Additional Section: Heated Basement <�,.1 Plan Check fee ' A' ' 't' Unheated Basement . ' s, State Surcharge fee: . Other Unheated �T�M' �- , Pot Water Review fee: , a. Garage/Carport • ' SUBTOTAL f 774 Decks p,, , ,4,a�, 911/Rd Approach fee Other „, TOTAL =AM . --s• �r Receipt Number: Iar • Cash/Check Number:. . ESTIMATED COST(REQUIRED) Date: . /'' -( 'Fair market value of all labor and rnatenels foundation to finish Ct a(f_ ” Initials: - ---- G:\PemutCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc • r • CC 0 H O C3 LL N O Z U- \ O r--I O CO LO (V CD -- -- CV \ Q Z cF m - CO r- CC O -0 - LO 0 O L I- -� _0 X CC -0 -I--' CO U � C U O O Q W O O LL +' -0 H 07 0) O •- 7 .0 L L Z r Q O U U U Z O M 0 J CL CL M U I- I- O O O N LJ7 O CO CU CO O -O CO 3 = O I U CO CC CC -0 CD LLI C O 3 co 3 I- CO CO \ O CO O CO CO J U O CT) O Q LJ Z C r O J H U •- - C� 3 J ¢ 3 >- � J J LLI 3 I- N U J CO 7 -0 CC O CC LLJ CO LLI Q C LLI CO TI- W J W }- W CL ti >- CO CC 3 Z O 0 O LLJ 3 CC C) CC Z -- CC � CO >C � O LLJ = LLI CO CL o 3 ■ Lu CC Q C9 '7 CJ] CD ,- Cr) C9 I- CC Z 0 J CO CC CC w O Z 3 M . Q I- O I- LLI Q O U W -0 O O W X LLJ C9 CO I- '.. CC U CO J CD I - N J I- 0) CL LL CO I- D 7 W fA fO X CL CV CC OD ti O Cl 0 d O CC f` O LO CO CD ¢ +' � U U CO CL U (O - +' O O CO 7 0 0 0 0 CO CO N 0 LU CL 0 ¢ CO O c-) CO O CO 0 0 d- 0 0 0 -0 L � 0 U N CO 01 # C 0 LLJ N -- L 3 L d Y C - CO O +■ OD 4 N N O m -- O U L CV C, co N O 7 CO 0 L L CZ - O OD 0- S- 0 CO X +I U "O X co CJ7 d fO -- -- co a) H I— x 4 I— CO ID Y- 7( 3E I- • • 36' - 12' i 12' 12 6x63068 ( x ( E. ) (,~6x6 4x6 \ _./ N U rn j N / NOTE: ALL POSTS ARE 12' PT 6x8 #2 HEM FIR, UNLESS NOTED OTHERWISE EMBED ALL 4x o IN 12"0, 2'-O" DEEP 0 0 _ CpiraCi2-- SCSJ \ .1.1 2 o X M4) 11"(5 \ N 4" CONCRETE SLAB //'-' ON GRADE. SMOOTH TROWEL FINISH 12 tj� I: J ` � , sxs 6x6` 2 DETAIL 1/S3 TYP .I. SEP212011 f.1.7, ON C OUN TY Incalf.232JEFFEroRso NITY DE VELOPMENT Contractors or Tradespeople PrireFriendly Page • Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with LEl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name TIMBER AND IRON ERECTORS LLC UBI No. 602981402 Phone 3606833215 Status Active Address P 0 Box 516 License No. TIMBEIE905OT Suite/Apt. License Type Construction Contractor City Carlsborg Effective Date 9/30/2010 State WA Expiration Date 9/30/2012 Zip 98324 Suspend Date County Clallam Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status TIMBEIE952QC TIMBER IRON Construction General Unused 11/3/2005 11/3/2011 Suspended ERECTORS Contractor Business Owner Information Name Role Effective Date Expiration Date RICHARDSON, DAVID P Partner/Member 09/30/2010 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 American Contractors 100034033 08/10/2010 Until Cancelled Indem CO $12,000.0009/30/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 UNDERWRITERS PFK0427541 10/31/2010 10/31/2011 AT LLOYDS $300,000.0010/21/2010 1 UNDERWRITERS PFK042754 10/31/2009 10/31/2010 AT LLOYDS $300,000.0009/30/2010 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 9/21/2011 luad-of\ ' (' ) 1 7 N5\- s,,,,a076 Cy,ma CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 001073001 Printed: September 4, 2014 Cases Name Review Status Planner Type BLD11-00260 MLA11-00205 CAPE GEORGE WYE LLC I P Colleen Zmolek Application Received: 9/21/2011 Permit Issued/Case closed: Case Finaled: NEW DETACHED GARAGE - UNHTD, NO PLMB 1.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASH BLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) IF A SILT FENCE IS INSTALLED, IT SHALL MEET THE FOLLOWING STANDARDS: THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN ATRENCH TOA MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, ORA SECOND SILT FENCE SHALL BE INSTALLED. 4.) The application was reviewed by the Jefferson County Department of Community Development staff on February 3, 2012 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: SUSC aquifer recharge area. 5.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 6.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 9/4/2014 Page 1 of 3 Cases Name Review Status Planner Type •7.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs)and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 8.) The applicant is proposing to create or add 864 square feet of impervious surface and 8,000 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require the project applicant submit a stormwater plan meeting Minimum Requirements #1 through#5 of the Department of Ecology Stormwater Management Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion and sediment during construction and shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 10.) The revised site plan kdated November 21, 2011 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated , 2012 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 11.) This approval is for an unheated, unplumbed detached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 12.) The parcel has been designated as RR 1:10 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 13.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat" for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from"taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 14.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 1ltidemark\data\forms\R_MLT_Parcel_Cond.rpt 9/4/2014 Page 2 of 3 Cases Name Review Status Planner Type . 15.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 16.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 17.) The building height is not to exceed 35 feet. 18.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 19.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 20.) Minimum setback from Cape George Wye Road and Hastings Avenue West rights-of-ways shall be 20 feet. Minimum setback from the south and southeast property lines shall be 5 feet. 21.) An address of 33 Cape George Wye Road, Port Townsend has been assigned to the parcel. Cape George Wye is a county local access(C623709). 22.) The proposed garage is unheated and unplumbed, however, there is an existing on-site well in the northwest corner of the parcel. 23.) A septic permit (SEP75-425)was finaled on July 21, 1975. A septic permit (SEP75-426)was finaled on July 21, 1975. PRJ01-00081 • BRESKIN F Application Received: 5/7/2001 Permit Issued/Case closed: Case Finaled: No findings, conditions, or permissions found. SEP75-00425 BRESKIN F Application Received: 7/1/1975 Permit Issued/Case closed: 7/21;1975 Case Finaled: 7/21/1975 See Comment & Legal tab No findings, conditions, or permissions found. SEP75-00426 BRESKIN F Application Received: 7/21/1975 Permit Issued/Case closed: 7/21/1975 Case Finaled: 7/21/1975 No findings, conditions, or permissions found. SOM75-00425 BRESKIN F Application Received: 7/21/1975 Permit Issued/Case closed: Case Finaled: No findings, conditions, or permissions found. SOM75-00426 BRESKIN F Application Received: 7/21/1975 Permit Issued/Case closed: Case Finaled: No findings, conditions, or permissions found. \\tidemark\datalforms\R_MLT_Parcel_Cond.rpt 9/4/2014 Page 3 of 3 co co co oo co m co co d V d d 0 10 O O a 0 0 0_ o_ o_ o o c N 00 �1 N — w O� s < 51\— CD 7< < O 0 a '.0 �`i m O 'D y F. a '�n7 y O 6' 'D F. () — CD 'C Vo 't iro N a K < .Or a .fie ran .m. 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S . f 'O, y. n P. A 3 y 'a.' a N O .`OS (gyp .-, roo ? c• • R 7 ri \ \ ƒ 2\ / 5°1\ \ ) 0 \ } 0 m \ � . = 2 c.4 7 # 3 � a / _ \ \ - y o . rl \ = c � > / \ { ) \ � H. \ / 1 k \ 2 » = 0 \ \ ( \ -a \ 3 Q rc.soN cot JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment kgSkMo Tel:360.3794450 I Fax:360.379.4451 I Email:dcd @co.jefferson.wa.us Building Permits&Inspections/Development Consistency Review l Long Range Planning(Watershed Stewardship Resource Center 5/9/2014 Erik Wennstrom 3723 San Juan Ave Port Townsend,WA 98368-3305 Dear Mr.Wennstrom, According to our records Cape George Wye LLC applied for a building permit, BLD11-260, for a new detached garage on parcel#001073001 on 09/21/2011. Our office shows that you are now the current owner of the above property. Upon review of your application file we show that a request for additional information was sent out in 2011 and 2012 and we have not received the material needed to complete the permitting process. We believe that the garage in question has already been constructed. As the permit has been applied for, and has been paid for, we are encouraging you as the current owner to proceed with the application process and get the building finaled. If this building application is cancelled and the building has been constructed, you will need to apply for and pay for the fees for a new permit. If the building has not been constructed please call my office at 360-379-4494 and we will proceed with cancelling the application. Jefferson County Code states: 15.05.060 Building permits—Department of community development. (3) Time Limitation for Applications. An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith or a permit has been issued; except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 90 days each. The total time period of such extensions shall not exceed 180 days; provided, that additional time extensions may be granted by the building official based on justifiable cause and written request of the applicant. As of the date of this letter, we have no evidence of activity on this permit application in the time frame indicated above. We strongly encourage you to either fulfill completion of this application so the permit can be issued or withdraw the application. Please be aware that building without required permits will incur significant penalties, as shown on the reverse of this letter. If construction was started without a permit, we strongly encourage you to finish the permit application to avoid additional penalty fees. If we do not receive a response from you by June 30,2014 we will deem the permit abandoned and proceed with closing out the file. Any future work for this project will require a new permit application, and payment of current fees. Please contact our department as soon as possible to arrange for completion or cancellation of your permit application. Sincerely, Jodi Adams Office Coordinator (360) 379-4494 N 4s° coG JEFFERSON COUNTY A DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.uslcommunitvdevelopment ysXo Tel:360.379.4450 Fax:360.379.4451 I Email:dcd@co.jefferson.wa.us Building Permits&Inspections J Development Consistency Review(Long Range Planning I Watershed Stewardship Resource Center January 14, 2014 Penalties for work without required permits or inspections Pursuant to the authority granted to the Building Official in Section A109.6 of the 2012 International Building Code, the penalty for commencing any work prior to obtaining required building permits shall be as follows: For commencing work up to one year prior to issuance of required permits; the current standard fee, plus 15% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work more than one year but less than two years prior to issuance of required permits; the current standard fee, plus 20% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work more than two years but less than three years prior to issuance of required permits, the current standard fee, plus 30% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work more than three years but less than four years prior to issuance of required permits; the current standard fee, plus 40% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work more than four years but less than five years prior to issuance of required permits, the current standard fee, plus 50% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work more than five but less than six years prior to issuance of required permits, the current standard fee, plus 60% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work six or more years prior to issuance of required permits; the current standard fee, plus 75% of the current standard fee, as established by the Jefferson County Community Development Department. The penalty for commencing any work prior to obtaining required building inspections may include an immediate stop-work order and other measures as determined necessary by the Building Official, pursuant to Jefferson County Code Chapter 18.50. ,F r Carl Smith Community Development Director and Building Official Page 2 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma t C]•/„YYV, r . 1 3 s r xa Legend I !'# ' Selected Features . 611210 " ;.. Towns # - /mil county Sus JC_Roads 1. e ParcelsA■41,41k IN a 2017 Aerial Photos . s a J ,T OQ 0 Y_•_c '6'''''' O i, L- J F ___ �, + i 1 ,I x10730.4 r I 1 I € Usapooded. .IabvtCmrY Care�rznGS FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this ma.is limited b the method and accura of its collection.Wed Se•03 14:48:43 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 9/3/2014 ii. x-rt 4 `r''FG N a '♦ h 1 , ➢ k � o CD co co cn co C . Al ai‘f r.' N1/4 .�- I ; ' �� at , v , .i fi t y'..:. Screen: 01 REAL PROPERTY MASTER Mode: INQUIRY Auto Roll : OFF Parcel # 000001073001 Geo Cd 300107302110 S7 T30 R1W Nbhd Cd 5325 GOV LOT 3(SE 4AC) ,LESS R/W Loc ID * Taxpayer Cd WENN 7001 WENNSTROM, ERIK T/P Chg Dt 7/09/2013 * Title Owner T/P Chg Usr JA Tax Code 0111 Status TX TAXABLE Land Use 2000 MANUFACTURNG Affidavit 114638 Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer WENN7001 ERIK WENNSTROM 3723 SAN JUAN AVE PORT TOWNSEND WA 98368-3305 Search Key CMD 6: End Window CMD 7: End of Job r "..•.‘'..---\\N...47 3-------. ra 1 N Q 4. T A 4 \\\\>4.- --..� q ta- �, > A0.— --34'. xa ,,.;f w ::,.....1 .. 1 -...,\J \\'''' , ,, i:: !, . % . ..) ....... i :3;. • , .:::,... _._ ,... , ____-- ____________ 4.c.,.. .„_____ __ .t. _ j _ __ O 1' L laqi l 71 .F z Dz, l+ 4 g iffl Tzz:: ._.., O O Cr-,„ w . ..2 1 N MI a. 2600 N. COLUMBIA CENTER BLVD. JOB I oil' c SUITE 208 SHEET I. OF RICHLAND, WA 99352 B ERKEY FAX:PHONE: (509)-736-7557 CALC BY _DATE 11 I CHECK BY DATE www.berkey.biz Project Description JEFFERSON..COUNTY...DCD Building Width= 24 ft Eaue Kt1 = 15 ft BUILDING..PLAN REVIEW Building Length = 36 ft 0 APPROVED AS SUBMITTED Pole.Building.Design.for APPROVED AS NOTED ERIK WNENNSTROI/F D REJECTED Date +22,'".ff Reviewer Criteria 2009 IBC 2000 Post Frame Design Manual NOTICE:.P1ans ore-approved AlmArriel any errors or omissions. All work must 2005 NDS pass inspection In conformance with ACSE 7 - 10 an applicable codes and regulations. 25 psf Snow Load 100. mph Wind, Exp. C . Seismic Zone. 131 Concrete fc'= 2500 Soil S, S 2000 psf/ft, Lateral Soil Pressure 1047 ,. G' 7708; • .AL '.: .. [MIRES - 081281 1 �, 1 FILE COPY 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET OF RICHLAND, WA 99352 B ERKEY PHONE: (509)-736-7552 CALC BY DATE FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Snow Loads Wird-Goads Basic Wind Speed = 100 Mph P9 = 25 psf Exposure= G I = 1.0 TABLE.Z-4,:.ASCE..Z-05 =.1:00 Co = 0:9 TABLE7.2,A-SCE 7;05 A = 129 Ct = 1,2 a.=...3_.00 2a=.-8:00 Roof Pitch 4/12 $= 18-:43 degrees 0 322 radians Horizontal Pressures Exp= C 0 316 sine A= 25.67 0949 cose B = 8.514 Pf = Pg(0.7)(I)(Ce)(C,) 0.900 cost 9 C---1716 = 16.9 psf D-=-4 SLOPE FACTOR Vertical Pressures E = 24.64 Cs = 0..94 F1G.URE.7-2,.ASCE7..,05 F=...1.6 G- 17:16 Ps.=_(P1)(CO ... H= 12:26 = 17 73 psf Overhangs Ems.=_.34...44 __. __.Pmun.=..20.psf _ Gam.=.226.96 20 psf Controls 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET OF RICHLAND, WA 99352 B ERKEY PHONE: (509)-736-7552 CALL BY DATE FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Lateral_Control... Wincl Seismic L= 36 ft Overhang =x= 1.5 ft DL, of= 5 psf Overhang =y= 1.5..ft D = 5..psf span = s=24 fit pitch =m= 4/12 Area of Roof. Ht= 16 ft Aeave was= (Ht-0.5)(L) AR= (s+2y)(L+2x)= 1053 sf = 558 s Area of Walls: A,e,f= (L+2x)-(m(s/2))= 158 sf Aw= 2[(14(Ht)+((s)(Ht)+(m(s i4)]= 2016 sf htm„f=rn(s12) = 4.00 ft Wtof=AR(DL, )_=...526.5 Ibs Wind Forges Wtwatls=Aw(DL„, ) 10080 lbs VA= (25:671)(Ht)(2a)•- 2464 tbs Wt=Wt„,f+Wtwis= 15345 lbs Ve= (8.514)(m(s/2X2a+x)= 255 lbs R= 6 SsF...70%= 0.7 Vc..=._(17.157)(Ht)(L 2a).-...8235 lbs Fa x..1.2 Sms =(Sa)t' O= 0.840 Vo=(4.902)m(s12)(L+x-2a)=618 lbs Sps=(2/3)Sp = 0 560 IVwmfo= 11573 lbs Vsaanrd= t2s.rryp(VVt)/F2.-.17191b5 1.72 Kip< 11.57 Kip Wind..Controls.F 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET Li OF RICHLAND, WA 99352 B ERKEY PHONE: (509)-736-7552 CALC BY DATE FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz •` 1 Lateral Model 3 Bays Diaphragm Stiffness Assembly#-11 \i rz 3 ' " 29 ga Ribbed Steel Purlins in Hangers Shear...Stiffness..c..=..3700.ibslin la 2a 3a Shear Modulus G= 3700 lbs/in lb 2b 3-b Allowable Shear Va = 110 plf Cp=(G0 t1))/( 60)= 4388%s/in 1 1 : R2 p p s= 1200ft b,,= 13.50 ft R R1 2 R3 R4 Bay 1 2 3 Width 12 ft 12 ft 42 ft Stiffness Properties Frame Loads Frame 1: Kp= 10839 lbs/in Frame.1; R1= 1180.lbs Frame 2:...Kp= 292 ibs/in Frame 2. R - 1471 tbs Frame 3: Kp= 282 lbs/in Frame 3: R1 = 1471 Ibs Frame.4_....Kp= 681.3..lbsfn..._ Frame.4:....R1...=..7351bs • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 S RICHLAND, WA 99352 SHEET OF B ERKEY PHONE: (509)-736-7552 FAX: (509)-736-7557 CALC BY CHECK BY DATE DATE www.berkey.biz Frame Stiffness Frame 24 Cantilevered Post Frame 1 7/16"0S8 Post Size 6x..8 N : 2 C 14000 lbs/in G= 14000 lbs/rn E= 1100 ksi t= 256 itt4 V,= 395 pl w 12ft Hp= 180 in Ht= 16 ft K.„7. 14(3E1/1-1p3)= 292 lbs/in 1‹, (Gw)/1-tt= 10839 !Wm Frame 4 29 ge. Steel w/Stitch 1 C= 4400 tbs/in G= 4400 tbs/in V a= 160 plf w= 24 ft tit= 16 ft = (Gw)iHt= 6813 lbshn 4 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 RICHLAND, WA 99352 SHEET (p OF BERKEY PHONE: (509)-736-7552 FAX: (509)-736-7557 CALC BY CHECK BY DATE DATE www.berkey.biz • DAFI Input Number 0 Bays 3 Roof Stiffness Bay 1 7898 Bay 2 7898 Bay 3 7898 Frame Stiffness Loads 1 10839 lbsito 1180 lbs 2 292 lbs/in 1471 Ibs 3 292 'balm 1471 lbs 4 6813 lbsiirt 735 Has 1 13029 FRAME FRAME APPLIED HORIZONTAL LOAD RESISTED FRACTION OF NUMBER STIFFNESS LOAD DISPLACEMENT BY FRAME APPLIED LOAD 1 10839.00 1180.0 .2436507 2640.9 2.2381 2 292.00 1471.0 .4286254 125.2 .0851 3 292.00 1471.0 .4431973 129.4 .0880 4 6813.00 735.0 .2879051 1961. 5 2.6687 DIAPHRAGM DIAPHRAGM SHEAR SHEAR NUMBER STIFFNESS DISPLACEMENT LOAD 1 7898.00 .1849747 1460.9 2 7898.00 .0145719 115.1 3 7898.00 .1552922 1226. 5 Page 1 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET OF RICHLAND, WA 99352 9 -736-75 CALC BY DATE PHONE: 50 52 ( ) B ERKEY FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Diaphragm...Shear Diaphragm Chords VP=(ch,JCn,)(Vh)i cos e;) !Ad = (Vh)(L)/4= 13148 ft-lbs = 77a..tela Chord Force Aft, = 1460 91bs .Pe= Mibx ........ ... .... l= bh/cos 0= 14.23 ft -•41 p, P.2. . .. v.P= VPtl = 54.1..plf ID/3 . . .. .. � __ Ridge P 2 P; r Use only the outer 3 purlins Purlin Spacing t-z 24.0 in W=..24-ft b,=W 2(x/12)= 20.00 ft Pe=Md/bx= 657 Ibs a= 1.5-in b= 5.5 AP„%=ab= 825 ire Pi = (W/bx)(ZPe)/3= 263 lbs (t.)rna.=Pa /APwnir+= 31.9 psi 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET OF RICHLAND, WA 99352 B ERKEY PHONE: (509)-736-7552 CALC BY DATE FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz Post Design End-to-End•Shearwal•I•s Out of Plane Forces Lateral wind force: Reaction for fixed-pinned posts on gable ends= nR HP= 180 in ... s= 12_00 ft 1 R� = 3/8(Vw(E0.= w..=..206 pf Ass= 432 sf A = 108 sf M „m=w(Hp)2/8= 5758 fC Ib5 FEE= 28.1.8 Rost•Size 6x-8 • Distribute Force.toO2.- Valis E= 1100 ksi I = 256 ins Total length of controlling shear element: 8= 64 in' Fb= 675 psi LEE _ 33..ft Trib = 12 ft CD= 1:6 Ft;= 1 Q80psi Span = s = 24ft Mmax = 5760 ft-Ills VEE =(Trib/S)FEE = 1409 lbs 5760 ft-lbs..z...5758.ft-ft DK VEE..=..WEE/.LEE= 427 plf Shearwall Type=29 ga. Steel(11) Allowable..Shear = 110 plf 42:7 pff< 11 Q 0 plf OK SHEAR WALL CHOICES 29 ga w/o stitch screws 110.plf 29 ga with stitch screws 160 Of 7/i 6"OSB with staples 395 plf 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 RICHLAND, WA 99352 -T-1 -r■-rb Tz-vIA 7- PHONE: (509)-736-7552 D ri-s__N_r, i FAX: (509)-736-7557 res2!5:zbi SHEET (C) CALC BY CHECK BY OF DATE DATE www.berkey.biz Constrained•Post Ernbeddeci in Earth Base Soil Lateral Bearing=S= 200 pcf Embedded Element Width= b= 0.50 ft Requited spacing for increase in PFDIVI 8.3 11 6b = 3.0 ft USE INCREASE w=206 Of S'= 532 pcf L= 14.96 ft ... Ma= 5758 ft-lbs Actual d=(410,0b)113 Actu4I d= 442 ft Used= 5 00 ft . , 2600 N. COLUMBIA CENTER BLVD. JOB • SUITE 208 SHEET C l OF RICHLAND, WA 99352 PHONE: (509)-736-7552 CALC BY DATE l° 1 B F, K F�y FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz • Uplift _ Frame 1 Sheafwall Trib, = 12X30 ft Total length of controlling shear element: r. Tribe= 13.50 ft t _=_.1.2..ft Area..A• 162 sT V= 2640:9 Uplift Pressure= G= 17.2 psf v = V/l, = 220.1 plf Uplift= Pup=..___2779lbs- Shearwall-Type = 7/16" QSB Soil Corte Allowable Shear= 395 Of dr= 4.50 ft p = 35° 0.51.rad. 220.1._plf_< 395.Q_pif OK r=U:25 ft Ap= 0.33 sf Vs=(Or((Man,+r)"2(d1-+r/tan'))/3i-(Trr^3/3tan")-dTAp Frame 4 hearwall 57 cf Total length of-controlling...shear element: Vsoa= 11 O pcf L = 241 FID=V3(y ) = 6.30 kip V = 1961.5 2.78 kip < 630 kip OK v=..V/L= 81.7 plf • Shearwalitype = 29 ga. Steel w/ Stitch • Allowable Shear = 160 plf 81":7 pif . 160 0 plf OK 2600 N. COLUMBIA CENTER BLVD. JOB 7 SUITE 208 SHEET i+v OF RICHLAND, WA 99352 • r �z � 1 ERKEY PHONE: (509)-736-7552 CALL BY DATE. FAX: (509)-736-7557 CHECK BY DATE JOIST & RAFTFR CAI COLA ptkey.biz PURLINS ' BEAM PARAMETERS: STRESS CALCULATIONS: Horiz Span: 12 ft Types Moment @ inidspan = 728 ft-lbs . Slope (v.0): 0 :12 #2 DF-L Moment @ Point#1 = f 0 if-lbs True Spari= 11.25 ft #2-I-IF UserCalc'd Moment= O.ft4bs Beam Type: #2 HF LVL S4.S.Iumber' YES PARALLAM .Shear.@ D'end= 247 Ibs Shear@ 11.25'end = 247 ills No of Pieces I User Calc'd Shear= 0 llis Spacing: 24 in Width: 2 in Reaction @ 0'end= 259 lbs Depth. 641. Reaction @11:25.end 259 His LOADS: . \(ERT.-LOAD PERP.-LOAD Ha= 1267 TEN. BENDING OK Uniform Dead: 3 psf = 3 psf fv= 47 SHEAR OK Uniform Live: 20 psf = 20 psf Point#1: 0 lbs © 0 ft LL 6, allow.= 0.75 in 7"L 8 alw,= 1.13 in BASE DESIGN VALUES: Live toad 5 = 0.61 LIVE DEFLECTION"OK Allow. Live Load S: L/180 Total Load 6 = 0.71 TOTAL DEFLECTION OK Allow...T.otal.Load.8 L/120 Fla= 850 psi Pb = 1.4.6.1 psi. . Requires 1.50..in...beating surface Fv..=, 150 psi f= /5. 4 Fc rP.= 4.05..psi E= 1,300.0.00..psi ADJUSTMENT FACTORS: Cd= 1.15 Cf= 130 .Cr= 3.i$ SPECIFICATION; 2 x6 #2HF @24 in. 0/c i 2600 N. COLUMBIA CENTER BLVD. JOB • SUITE 208 SHEET ( OF RICHLAND, WA 99352 B ERKEY PHONE: (509)-736-7552 CALC BY DATE FAX: (509)-736-7557 CHECK BY DATE POST FOOTING DESIGN www.berkey.biz MATERIAL PARAMETERS. R Base Allow; Soil.Press F 1500 psf Adjust Allow. Soil Press. = 3000 Concrette Strength:f,Y 2500 psi P.o t.lNidtH= 0 in Post Depth= 0 in FOOTING PARAMETERS; CALCULATIONS: Diameter !b= 2:0 ft Thickness G t 6 in Actual Soil Pressure=q= (DL+LL)/(nb/4) = 1146 Of OK • Columm-tNtdth='hi= in Depth.to..Base= SO in Punching Sheer-Wu-2) q[(tr(b/2)2)-((h1+h2N12)2] Column..Depth=hz= A.. in _ 3439-_. ...1bs AXIAL LOADS Allow. Shear(4Vc)=(.85)(4)SQR1(F, 2(41117111-172)(h2)12 Dead Load=DL= 720 lbs = 24480 Ibs OK LiveLoad.=-LL=.. . .. 2880 Ibs Actual Conc.Bearing= (1.4DL+1.7LL)1(h1 h2) 164 psi Mew Conc Beanng = (0.85)(O:71c'SQRT2) 2975_ . psi OK GQNSTRUGTIQN-SPEOIFIGATIONE 2 ft.dia.x 6 in.CONCRETE FOOTINQ 2 ft did x 60 in DEEP H0.E(BELL OUT AS REa D) 2500 psi CONCRETE 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET 'Lk OF I if' RICHLAND, WA 99352 ` B C YPHONE: (509)-736-7552 CALL BY DATE FAX: (509)-736-7557 CHECK BY DATE . . iz AXIAL LOADS&STRESSES: BENDING LOADS& STRESSES: • P:..1= 3600 LDS Max.Moment(M1).=..0-k-ft P2= 0 LBS Max Moment(M2)=. ..5758 lb-ft P3= 2700 LBS Max Moment(M3)= 4319 lb-ft p + S,(c= 75 00 psi Load Case (16-9) D S, fb= 0.00 psi I)+W (c= 0:00 psi Load Case (16=11) D+W, fb=:. 1079.69 psi D+0:75(S+W),fc=56 25 psi Load Case(1640) D+0::75(S+W);fb=809:77 ps1 TRUSS MEMBER PARAMETERS: Length: 14.67 ft S= 64.01nA3 Ke: 0.8 I= 144.0 in 4 Effect.Length 11 7 A=48:01n"2 SP C CALCULATIONS GRADE: #2 HE Le/d= 17.6 Width: 8 in. F *= 920 Depth: 6 iti. • FE = 1065 d•= 816. KcE = 0.30 Fb.. 57$p$1 c''= 0:8 Pb-=675 psi C R..= ...... ...........................0.739 E_. 1100000..psi Fb'= 1080 ADJUSTMENT FACTORS: wind Cb = 1.60 snow Co = 1.15 C F = 1:00 INTERACTION EQUATION i I LOAD CASES: Lid Ft]Z+{fbl I(F1,111461 FGEI}]5 1140 I STATUS CASES..(1.6.-7&12) By Inspection OK . CASE (16-9) D+S 0.024 0.000 0.024 OK CASE (16-11) D+W 0.000 1.000 1.000 OK CASE(16-10) D+0.75(S+W) 0.007 0.792 0.798 OK SPECIFICATION: USE 8 in x 6..in..#2.HF J ■ M-1 C l h z 0 0 z M z x- x 12' 14' 0/H DOOR -o, \ o co 4:- x rn _ N m C z KZ -10 _. (771— -I mmrnm N Is! O N X� � � 1z4 > SCSJ(tg D � N \ 0 X p m - 0 (N.i 0 °-Imo m = — -mo m.. y xi zi * m N m N) CA CD -I OJ1. Xi Z O M A C) O rDz vo z • _ S _ ) in w m mK Ow O; mm 2 N \\\\.\\\\ \ N n c ) ��� � x � T m x N _� N N A N 0 I- I- M (.04 J a) II AAA M \ -001,2 2000 N O `•0 m V m N A W N _ < 0-I Z O D m ITI \ ��c_ r-I-- 0 m° a c -i £ `° x £ AN zo ono voZia OFOm N (') ya 15 CO r) msz 0E00Nn ms Z \ NN =. N0 C 1 m I nm n0 SmZ Cy ° r Z D ; D ° °.Z ,� o2ZD 0xo �12z Cr v W O m Z Z m O N < r N 0 y m O O y D\ ti rn Z 2 y O y m y G) p Z Z 0 Z y > < r- r Z� II II II II II II II II 11 N mr ° * Zr a , m umt = pig") Om G) = Arm ZOm m > D c . NS D mr 0yD m � ,0m . 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SUITE#208 24'x36'x16' POLE BUILDING y N m R[CHLAND WA 99352 Z C BKEY 33 CAPE GEORGE WAY ROAD FOUNDATION PLAN m o o PHONE: (509)736-7552 PORT TOWNSEND, WA 98368 0 o m c ■ Engineering FAX: (509)736-7557 JEFFERSON COUNry J • XII 0 0 X > du `n1d0 -�' OH POZ (2) HlIM I I 0 ISOd Ol 9xZ TVN ICI ICI z I I 21000 H/0 ,V Lx,Z t I > z ICI ICI I O P1 I ICI m z I—I' v D dAl n £S/£ lldl I—I 3a ( IL) I I I-I H11M SS bl adONf Pzi >1001E1 9xZ �IVN damabirr Z �' 0 `—'�SH211 032i33NION3 321`'— '' dAl. 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Engineering FAX: (509)736 7557 PORT TOWNSEND, WA 98368 ENDWALL FRAMING \ / JEFFERSON COUNTY 0 0 r OH POZ (2) H1IM •I-I I-I, o 1SOd 01 9xZ -IIbN I I I I 1 I 21000 H/0 ,176X,Z I I-I, z D Z ICI ICI ED ICI ICI, z > dAl `"A1''0 I—I £S/£ 11V13 OH POZ (L l) I 210H 9XZ I I H11M SSl211 J]ONfI D110076 9 x 1IbN /—I I-1 Z ,``-_'�S al 032133NION3 Rbd`' �'' 0 dAJ. "AlVO OH `` 00110. P0Z (S) H1IM 1S0d 01 SSl21 1IVN `- ' v a v F -0 W I 17 PRE ENGINEERED TRUSS Cr.) 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SUITE#208 24'x36'xl6' POLE BUILDING ROOF FRAMING PLAN N RICHLAND,WA 99352 33 CAPE GEORGE WAY ROAD AND BERKEY PHONE: (509)736-7552 ENDWALL FRAMING p b7 PORT TOWNSEND, WA 98368 o o g" c Engineering FAX: (509)736-7557 JEFFERSON COUNTY v In m mOmo C) D Dm73 -1 - I I Mcn 'im 0 m _, N 67 eNZjn Z 4 1 _i = o D z x y -ioc0i co Naa D j C 77 Z O Z D C m 73 -I nr r ,p3 F p Z > D Z G) N GI N __ -__ O _ m D O O r - C, m z u O - 0 - p z ED \ i . 70zc oa � � -0 � 6x8 C p U :c - O Z D � � Zp z —I _, TI -1 fT N m � NpD -I 171 \ � D � D ^^ � A D S. :0 -0 Z D = > C r D 0 K_ CO r- pm - � N _v > Z � Z > p -1\ Z x d7\ Z N 1 CA .__"" x a _p. \ co N Z7Nr = N S .-C1 9 -0 \ C 9 - r. 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N V RICHLAND,WA 99352 33 CAPE GEORGE WAY ROAD z c: 75 BERKF, 1 PHONE:(509)736-7552 PORT TOWNSEND, WA 98368 AND DETAILS W `� < d c •• C J Engineering FAX: (509)736-7557 / JEFFERSON COUNTY L. m W I. 0 0 I ZZ 7 , "i m m r r < m D 0 z O Z - Z x A r0 x 0 * x -_ - D 0 ? -- _ _ _ N D .xi 2 > - Z O -- 23 _.. 23 n O -- m m o 1 — — N __ _. - __—. . N __. -_ - - —_ 0 -- - D - m m rn W II+ II• J " v r m 0 I -I m m m m < > -I- - - — o 0 Z z w — _- o cm oz. - x a w m N. N w lit, V1 O (7 C") • - Y D -k it-7' i'•V II C) t.10 y���' . Cs III N...75 II i � � d b ° 2600 N.COLUMBIA CENTER ERIK WENNSTROM o © o m o BLVD.SUITE#208 24')(36'x 16' POLE BUILDING BUILDING 2 00 m m BERKEY RICHLAND,WA 99352 33 CAPE GEORGE WAY ROAD ELEVATIONS z = PHONE:(509)736-7552 PORT TOWNSBND, WA 95366 CD o d o r 5 Engineering FAX: (509)736-7557 JEFFERSON COUNTY J r 2600 N. COLUMBIA CENTER BLVD. JOB 13 b re' SUITE 208 SHEET t OF 1 RICHLAND, WA 99352 B ER;��E . PHONE: (509)-736-7557 CHECK B DATE ; A . wwrr.berlcey.biz •- -Tfl)e6--- ASGR { ._-- -- -- — -- _._..--- ._ �ltding Vtr =z ft_— Ewe t�=1611— —— -- -JEFT€-RSON OUNT'yDC ._.....__ r. _... ; --- --. - - -- _ UU.Q 6' Building Length= 3G ft Pr11 REVIEW�' Pole.Buildind_Designfar_ APOkILVEDASNOiEl- -- ._._ — _ __— - - [date '-- - - -r aEL—,— -.. . Rei►tewve Criteria = _......__._ ._ 2009 9-IBC -- NO /GE:_Plana are pt sed ns-._.__ atp excsP; 2000 Posr Tame uosgn n -- anY erior4 or omiaskIns Ail *nric r10,1ti.---- f►asisiaspettion in ccinki manse wets au-4PP►►cablti ee>e'10s ir>tf regat';9rili5nl: ACSE 7-_10: 25 psf Snr Lam._ —- - - -' - 100 -rnph. irrd: C _... - - Seismic Zone_—, D -_ __-. r Concrete fa- -2500 - _..__.._.__-_ _-_ _ - ... ---'-' ---. _ _ - - Soil: 1yrop..._P , iSoPifes9ur ...-_.-..._._ _ -.._._._...-.- _ -- - Ve --- 011771,0„.. S= 200 ps!, Lateral So ressu� ! . C .. — __— ___-_—._. m ;1708:.o _..__......._...._ • E a IIEES i Ds/is/ 1 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET I tk OF RICHLAND, WA 99352 PHONE: (509)-736-7552 CALL BY DATE B C Y FAX: (509)-736-7557 CHECK BY DATE AL-L-OADS-&-SI tESSES - AXI -- - SENDING LOADS 8a-STRESSES:_.._.._.__ _ .-_...._..__._._ _ — - - E1=_36004.13S - - - -- Max.Morpeat(M'L).M II 6)-ft__.._._.. - 02= 0 IBS - - -Mpg_MQLn-ent(M2)._: 7E58.4)4 P3= 27001BS Max Momer t(M3Z=4319 ib-ft D+S,lc= 75 00 psi Load Case 1 6-9) li+S, fb= 0.00 psi - [3+Tlif;TlIQU si -Load-Case 1 1f -_.__.. -1)-+4,fb- 1079.69 psi- _-.-.-_..T..----t3-0 75$0.44 fi-fc=56:28'psi------- toad Case 16=10)-----ik}0:75 - ..fti 8tl9:7° ..pal _ TRUSS MEMBER PARAMETERS. __ Length- 14 67 ft S= 640 inA3 x _._...._... .._..,.._ __...._.._.--Effect-Lehgtb-:1t7-__ _..._---------------.----_..____ _ .._---A=-4001n12 ._... ...._�__. ..___ .--__. . SPECS: ________________ ___CALCULATIONS _._ L ---.._.. . .........._.._ - GRADE__#2 NR = L e l d'p .t7 6_ Width: 8 in. FS*= 920 Depth: 6 iii. FcE = 1065 - in. -Fc'=-5'75 - e—_.............___.__--._ -O:8-- _..__ ply' --F4)-=-676.psi - - - -Ce= .--- 4.739--- ........ _._._.._.... .._._...Fb..'= 17380 OQ000- • ADJUSTMENT FACTORS: win ,6 = 1. n = -Lis -., -_ _- - fi _ tee .---------- ------ ----_- INT€RA>6T 9N[E@UATJON __. •._.___.__.. •.__ _.__ ..._-__._._..-...._:._... . -LOAD OASES---._____._...--_ _._.__.if 1 Fr]Z+I#I i(Fbf'f1-ff t'FitEi l.S 10., --STATUS _.._......__.___,.._.._r._.__._._... ____.-____ _._CASES--(16-78 2)...._._i.__ ._.___ , . . : Inspection - ......w _-OK.;__..-._._...._____ CA5E,116-91DtS _ 0024 D_OUO _0 924_ __ __ _OIC CASE(16-11) ON DFW 0 000 1.000 1.000 OK CASE(16-1 O) D+0.75(S+VV) 0 007 0792 0.798 OK - --- -----SRECIFiC ., ,0111---- — USE-..-8-in -ii-in#2_HF - --- w_.. __._..._.. __-__ ___._.__..__..._.............-__...----.__._..._......<__._. 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET ( 1 OF RICHLAND, WA 99352 CALC BY B ELY PHONE: 0)_736-7557 CHECK BY DATE - POST FOOTING DESIGN www.berkey.biz M A T E R I A L-P A R A M E'F E R 9:-- -, - --- --- -p Base) l.Pre .Y ___1500____psf-.._.._....._-- -. _.-___.-- ----- ----- _- ___ _...._-._ Adjust Allow.Sal Press.= 3000 _.____Concre .xkulyUI ie=- - 2500---peF— - — • Post Dept*= a kl • - FOOTING PARAMETERS CALCULATIONS: Darnefar' tr=1_- _ T-2:$3- It--ft - -— -._� _—�_- -_ __ AdualSoil Pressure=9-_(DL+LLy(tth2/4).._. ._...--._....__.... --- - -------.-.----------- --..___..__..__ _ .1146 pa OK - - ---Gdumn Wk1th- r- - ' ft-_ --ar - --- - .D e p t h to Baser-- ---------60-------in -Punching Sheer Wu-21 =q[{lrfbl2}Z1-((f(fM*I►2)142} —_.:.._._._......._.... A)OAL LOADS - Maw.Sheer(elk)=(25)(4)SQRT(F,7(4).(h r th2)(h2),2 D�..�.._�_----__.`_.... 720 � ----------_ ---_.._--______...__-�-- 24480 �..OK• Actual♦tune.Bearing= (1.3DL+1.7LL)1(h1 h2) 164 psi .. _- _ -. _ _..._..__._.. ---—... _= - - = °2875 -psi AK - - r-- -- - -.... CONSTR-1JC 11-SPEOIFICA11ONE -- • :----- - 2 ft.cfeL x Bin.CONCRETE FOOTING • 21l dra x 60 M.DEEP HOLE(BELL OUT AS REcED) _ 250D.psi GONERS -_._.-.__. --- __.-- • . f 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET 1 Z OF RICHLAND, WA 99352 BERKEY PHO : ( �- 736-7552 CHECK BY DATE FAX: 509 736-7557 CALC BY DATE ..181ST R. RAFTFR CA1 'U! keyb1 z PURLINS BEAM PARAMETERS: STRESS CALL ILATIONS. Horn. Span: - f2 ft. Types Moment 0 rnidspan = 728 lt Ibs _. .__ tea } -- _ 0 .,12.._ ._..-. DF_L. - h►4ir hf @Wnt -_ --o_ff4bs -._. ._ ---- True Span= -------4135 R - - -#2 HF- __-_ -User-Calc'dMoinent- _..__._----©._fobs ._....,._.._Bear:►Tgxe —— 4R-HHf :M. .. _ _.. _._..._..S4S.lumber? ___-._____YES..-r-----RARALLAM-----Shear(aa-O'and.=...-------.____247-lbs_..__... ..._..-.--._-.. _...__._._.. ...__._._. __..._ ____ r._.__._...-=------ Shear 1125`end_ _....._..-..24 _.lts --___..-___.._ . _.__ ._.__ . No.of Pieces, I User Calc'd Shear t. 0 lbs Spacing: - 24 in t . _ - -, ... Y --- 1IVdtfi:�---. ---_-------2��---�..-•-.,.._--_-_. .____. l7ea�ion�D end-._� ��_.�._.. .------ - _. .._.D .-.._..--------_._r-..__6_.m.._..._-..-_.__......_.-------- --- Reaction-0-11-.25'-end--- 259- -- -------I- : _..._..1 :-------__ T_- OAD-------PERP.-LOAD-... -_------..-----$- ..._1267 TEN. BENDING-OK..._.._.-....._..__- _._._.Uniform.Dead: 3 ---_._p. f......- 3_R$f.------- ------------.___ .._&=`• 47 SHEAR OK Uniform_L_iv_e.-: - 20- p -20 Psi Point#1: 0 I4s 0 0 ft LL S awl' 0.75 in &allow- 1.13 ui 1 E' SIGN tAta1ES: - --- ___-- ----L11,41. . 5`= 0.61..._LIVE DEFLECTIQN oiC..-.._-.._... ----_._.Alba:-Live-L-ead -----U480 _ f- l-Load.-o=-._ __._ 0:71 --TbTAL DEFLECTIONCIK _..___Allow.-totit.toad.S:__.__—LJ42D.-__._.___.._.._:._ . ._._.__... _ -._ '_.__._ ._:---__.._.____,_..'85I1-psi_.._._F.Y)_= 101.psi -- ...----_.._.Regriires.--.--.--1.50-�„-beating.surface __,___-_.___..._.. tt- 1^v- _.__.._._ -__ ..__150..130-..._...._.1-7-- 18 4;4 --- .. c =.___ .____.___._.4405_psi.-.- :-.. ._.__.-.....__._...-.-......__._. _.__.._._.-__..._...___----_-..--_..!.----____.._._ ---......___._.._._ . . ..____E.=. . ____.._____._-_1,300,000...psi......_.. _..._.......___...__....._...... ___..__----------.____.-- __._.___- AD:.IUSTMENT FACTORS: . d- 1.15 CT- V _ 1rs-.___ --__.__..__._.-_- __-- -___.__..__ _._-_.__.__._-_._.._...._ �............ ....- SPLCIATIQN .:_.......-.__ . ___2 x6_#2 HF 24 .o/c ---- • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET l t OF RICHLAND, WA 99352 B ELY PHONE: (509)-736-7552 CALC BY DATE FAX: (509)-736-7557 { BY DATE - www.berkey.biz Uplift --- - ..__._.._.... - _ - --_--Ffem6-1-. earwali ..-- - Triti,= 12.90 ft --_Tgta leggth of c inf raing sheer dlertieht: -In= - 13. 0.1 - - - _-1--=12ft __ __ _ ._.... - Arai._.A..___... .1 - -- - _.___..... ..._ V=_.2640:9 __._.. tipl t Piessure=G= 17.2 psf-. v=V/14= 22O.1�If - - -upuft.a_puyR.._.-2.l0-lbs—_ _._..._._._.._._.. - Sbearwal..Type = 7/16"-088 - -- SOIIGorre i i .__...._.._ - W Tble Shear = 39SplF_..._,.________... dr. 4 50ft_._.--__-v x no 0.61 rad___._._._-- .._..----_-.._ W.2Q .pit< 395..0_ tlf __.915.__. F..._..--------r= 1.-25-it- - - -- - y.=wifdriani n l-tirr"3r3ea,C= __- -------------Frame 4 6hearwall` • 5T of: ...__......_... - - - - - -- - -_..__-- ---_.—__--------..-----...___-----__.__-- -----_-T-alaiiengt4acentr©lling-shear-element:,_.._:_...__......... .-- --yam - -.--- - HD=V,(y,J= 60 kip V rz 1961.5 2,7-8-kip..<.-6:3U 0-------Oil-_.-_-.----..---- -_--...__.v.- // _--=----- --$47Of iearwall"hype= 9 ga.Stteel nr C1 _..-..._ Allowable_&i ter_.=16110.._.._1..._ ...._-.._..._..._..___....._...._- ' 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET CO OF � { v RICHLAND, WA 99352 B LR K E 1 FAX: (509)-736-7552 CALC BY DATE FAX (509)-736-7557 CHECK BY DATE - www.berkey.biz _ __ ==--- -- --- _..._.._......-- --1—cailstfaitie4P-DSt €mbedded-in-�-artti----- • Base Soil Lateral Bearing=S=ZOOS -- Emha�fdeti FIementWIdth_=_b.=11.5II.$ ...__.----_-..__....._... equi spaang r increase m • 6b=3.0ft C ._t-_._ ___._._.. ..—.___._t ISF us1Ck�EASE---.._.._._._.._.._w_-..2 O6.pIfY._.—._..,.__....r.._......_... __...__y._._. __.._.,_.-.,__..-__-.___.._-. --7-V-7-532"01-----. _..._....__—_-_t=. 1'4:98_ft _.—_......._..........._. ___..__..___._.-_ Ma= 5758 ft Ibs : : Adieu_ -4-q used= 500ft I--.... ..... 1 • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET OF RICHLAND, WA 99352 B 1--i'R K Ey PHONE: r091-;3366-77555572 CALC BY DATE FAX 09 - - CHECK BY DATE www.berkey.biz Endk ta-€4--Shc3rwals-._.. :.__.---___ ._...__.....:.._... O of PIAne Forces LateraI w)nd force:Reactions sec d-pinned.posts_on gable ends=ER_.---.----------..._....__....._ — -- - - _ 432 s# An° 108 s M, ,=W(FIH)zf8= 5758 f(-ibs 2818 .----••hest-fie---...__fit-$-_-_-_—_._-----._.,_ .-.__ _..._.._----._.___ _.._.._ E= 1100 ksi - u I= 2-5-6 T4taH Iehgth cif controlling shear eleameht_.=.___._....._.._.... $_ 64 irTf- _.._. Fe F. 675 Os. iy.._.._._... 3*-ff--- --..._.__Tub.:.,-.I2_ft_._ — Span= s= 24 iT max 5760 t-Rts_. VEE_.ITrlb/s)F _ t409Ibs _...__.._...._.._.__.__._._........_..... ..__..._56D,tt-lbs. 57581hs.__-._-,OK•.:-._._ ----- Shearwall Type=29 ga. Sias!(1i) AJlawabJe-Shear= UQ_plf---.---- ---- -42..7 ptf - it 0 G Of- OK- SHEAR WALL CHOICES __..___..__.._T ..._-._...__.__ _. .=_T.___.._..__....--..._....._.......__...... __._------2 ga-w/frsttel screws-_._...1-10._._..._:_..._ ...._.._......----- 2gga w h such st*smis_ cep _........_._._._..._._.-. W:16"OSB with staples 395 pif 2600 N. COLUMBIA CENTER BLVD. JOB rea:2 ;tuel SUITE 208 SHEET o>: RICHLAND, WA 99352 B T RTT r t T PHONE: (509)-736-7552 CHEC BY DATE 1K1i�i Y FAX: (509) 736 7557 CHECK BY DATE www.berkey.biz -. — -- - -B agh gr Chc ds - r...—_.:..__.._.......__.._ f-----P`(G---,:6_- ._XVI A —Me=!0/044 3148 f Pos - - - 77_Q.11 _---------_-._...._ _._. _ _ -- -- __._----._._...__......... 1 = bn kos A= 14.23 ft -- .._....- - I ....- _-.. _- i... ge - _____.___ r_--___--_--- --_—__..__.-. Fr;:_ w Use on the outer 3 purlir ; - _ ____-_ _._.._.___,_ _..___________- ___--la lic pacing=.z- 2491n--------1A-=-24# --.. .R_ ..=.-M _= 65 7 Ibs r- — _-_ ._..__- - r - _... _ _-—- --a=-176-n- ---b= 5.5.ir -.._----- a/40.6 ;=tab-r-----87254n2 ---._._ -15-1---04-5(215e-W- 26316s---... ._.. -- _Pt = 3't.9_psi . ---.- 13029 FRAME FRAME APPLIED HORIZONTAL LOAD RESISTED FRACTION OF NUMBER STIFFNESS LOAD DISPLACEMENT BY FRAME APPLIED LOAD 1 10839.00 1180.0 .2436507 2640.9 2.2381 2 292.00 1471.0 .4286254 125.2 .0851 3 292.00 1471.0 .4431973 129.4 .0880 4 6813.00 735.0 .2879051 1961.5 2.6687 DIAPHRAGM DIAPHRAGM SHEAR SHEAR NUMBER STIFFNESS DISPLACEMENT LOAD 1 7898.00 .1849747 1460.9 2 7898.00 .0145719 115.1 3 7898.00 .1552922 1226.5 Page 1 • 2600 N. COLUMBIA CENTER BLVD. JOB reginszti SUITE 208 SHEET OF RICHLAND, WA 99352 B R K F Y PHONE: (509)-736-7552 CALC BY . DATE FAX: (509)-736-7557 { BY DATE - www.berkey.biz Number©f Bays " 3_ Bay 2_....7$98 _ ._:....._ Bsy 3 7898 i J,.—._._. ---Frame ..-.._.__.._.Stiffness ..._.___---mss-__ _- ------------ ..,.. •■•-•-y----.._....._.._._. 10839. n -1-1 3p.lbs 2---- --- 2 1 1411 Os 3 2921bsin 1 €71 )bs • .._..- -881 Ibske- - ---735 ibs - -- — — - - • ■ • 2600 N. COLUMBIA CENTER BLVD. JOB SUS 208 SHEET 5 OF RICHLAND, WA 99352 B ELY PHONE: (509)-736-7552 CALC BY DATE FAX (509)-736-7557 CHECK BY DATE • www.berkey.biz __.._F-Tar rte-St4fiR -._.__..----._____._.--------__. -----_.__._.-.-._._-- -----------------.---_._.__.. _.___....__. __...._......__.._. -- -rame 2-33 Car9levered Post --_ Frame 1 7/16"OSB ___ _POSt. i .SX_8_—____N=..2 ___..___—..,— —.--_ - .__.._-C_=_.-14OODJbsCm.__._ G.=_-14060.lthst®n. ._.._.... -----------e=ti t°imi.-----__...t.----_. jR _.. .._--_.. - -- _ ya=_395.01____._.:- --_4-_- --.1 f[- --- --- 180 in Ht* 16 ft .___ -- — — ---- ..—.— -1 __ — _ _._._ ....—. __ __ — __ __.. - 4 c- R .--292-1441 292-)bfa �>`-Gw t- -10838{bs!in-- - - Frame 4 29 ga.Steelw/Stitxh -- - - -.- -' -- 0-=- .-gym -..__._--G----4400113sfm ._ _..__. •= 160 riff vi= 244 ft �_._.-. - - - - Ht..=...1G.ft._.._.. _.....__.._._._.__.....-..__.. ..._..._._....._..._....- -- -- ._..._____... _.. -_ _ _.._.. ._.. 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET OF v RICHLAND, WA 99352 CALC BY B��L R K E 1 FAX: (509)-736-7557 CHECK BY DATE - www.berkey.biz -..Lat al-Allodet------_--_._..-.3-Bays—_--- _---Diaphragm Stiffness - bly#-1.1 .. r 29=ga Ribbed Steel Puriins in Hangers -1uG37OO1i iuG 3?OO1 ir 10 plf tfs( o4388-Ibs/iin- —_I 0bn= 1f PaY 7.._.._._.._.23 _-, _......- ._.. _._._...._._...__.._...... ........ -------Width---1-2-f---1.2-ft---1-2 ft-._. _._r._.._. pertres ;FI�me toac�s__.__�-------• Frame 1= .=_108391b n.._..—_ € —-- --- - -Frame 2: Kr-i•=1-292 ibsfii Frame 2:-R;-1-471 Ibs _._..._._._.. _._._._.._.___:...—.._.— _.. Frame 3: K._252 Ibs/i Frame 3: R, = 1471 Ibs _..__...,......._._.;____....__._.. Frame.4:.Kp.68.13.►bsfia.—._„.____.._.—___.._..__...._-_ -.-.Erame4:.._at_....7351bs.—_........__.._._.--- ------ 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET 3 OF RICHLAND, WA 99352 PHONE: (509)-736-7552 CALL BY DATE B ELY FAX: (509)-736-7557 CIIECg BY DATE - www.berkey.biz Latest--coat ol-a-U in -_.__--- ---.$eism_----__________-_.._._-,._._- L= 36 ft T Ove harfg=x 1.5 ft OL,B,f? S psf Omerbartg=4= -ft. ---- - Dom'=S Fsf- _ pao_s 24fr -Otcb_rn 7 4/12 ____._...__-.__.-Area&Roof= Ht= 16:ft _ - = '"a'=(Nt-0.5xL).. - _ �... (S+ZY)(Lc)_ _ 1053 sf - .----tea of Walls-..._._.._.._... - - A„dres----(-r�x�n(s2�---150 g f - -- . . - .=..2(ft) ) TiSlT )�(mieAd)1= ZOifi"si hf,,,f=r0(sl2)7 400 ft --------=-------_._..._.____.____....._..._..__.__.___....__...-----.__._-- -= R(DL,od)..=._5265 Its..___.._._..._..-_........__..._.._....._.....__.-_..._.. .._.__.MAO Fonds_ _; --' -' - .-. -- ..._.._.. _-.._.._._.._.._.._.. -_ ...- ....__...-... ... --.._...\fA— (25:67-fXHt)(24 24641b ._.-._:_. .- _...- - < - - _ ..._._. _._. _. vyt - 153451bs VB= (8.514)(mfsl2X2a+x)=2551bs_____.----------- ---_----------- -------------- • - - R=6-----_'_ - '- Ss=711%..r...Q7 .. . -- Ve=-(.1 147)(80(L-2a)-823.1 - __..__.... _-_- --....._'...----F7,--1-2---- -6m,_(SXFO= 0:84 V0=(4.902)t1►(sC2XL+x-2a)=618 Ibs ,^% ,(2J3)._p_rav= 0 56QT__....___ _ _ - A.mcr- 11573-Ibs --- - _ _.. - - Al =-4-.25 1A1t =-4719. .-._.-- -----......_........--- --------._-__ -. -_-_-_____:_--_---------- 1. 2 IGp< 11.57 fCp . - - - -.__._._.a ind Controls E' • 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET OF RICHLAND, WA 99352 BER:KEY PHONE. 736-7552 CHECK BY DATE FAX (509)-736-7557 CALC BY DATE ' www.berkey.biz . : : - : . _.._._.;Snow-Loads---__.-_.____ �_._:_.______.._.____.._._._... Wind--Leads._..__.__ 54616-WineSpeeit 100 rnpfi 9 = 25.psf __ =_____ . .. .1 1Q - TABLE 74.4 SC .i-Q5 _ _ - ' - - - _ - - - - - ---....4.=.400 _...----.....e;.._0:9_ .___.TABLET-Z ASST-05__._.___.__.-..--- ,-.._ A = 120 A i.___._t _ .7L1 7_3...ASCE.7 F_ire _ ROOfPitdr..-.,..___._.- t'f2v-----._0._._3 ._ __ r.._..__..__-__.-__..._._.-.______._-.-...---_r..._r._r...T.__.� 0:322 riliaris Horizontal Pressures ExP=C--._ __.. - - - _ ..._.-Q 316 e._s n I A x 25.67 _.....-_._.-...._...r.._._ 0949oose B= 8514 2_ _. _ ._ --__P-PW07( (C .. .__� --.... ._ 0.900 _ _ __ ______....__- _...._ _ 1;-__.__.._._...,_-_.._...__..-._......_....... __...q. `t... . .f-t_-.. - _--____D-=-4-902- •SLOPE FACTOR Vertical Pressures E 24.64 i_.__. 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