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HomeMy WebLinkAboutBLD2012-00126 THIS BUILDING IS NOT FINALED . THIS IS AN INCOMPLETE BUILDING APPLICATION . THE PERMIT WAS NEVER ISSUED . .�`� MLA12-00088 SJILDING PERMIT APPLICA I1�N Review Type: 1 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD12-00126 Received Date: 4/19/2012 SITE ADDRESS: 141 PARADISE COVE BRINNON, 98320 OWNER: THOMAS BACHHUBER PHONE: 50-666-9642 MARGO BACHHUBER 17935 SE CHELDELIN RD GRESHAM OR 97080-3338 PARADISE COVE SUBDIVISION: Block: Lot: 9 PARCEL NUMBER: 983700006 Section: 29 Township: 25 N Range: 02 W CONTRACTOR: TK DESIGN BUILD PHONE: 425-785-1246 PO BOX 3385 BELLEVUE WA 98009 Contractor's License TKDESSB915N8 Expires 8/28/2013 REPRESENTATIVE: ALAN JAMES PHONE: 360-531-1347 111 CHINOOK DR BRINNON WA 98320 PROJECT DESCRIPTION NEW DECK, STAIRS AND ROCK WALL TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 5,255.00 ADD'L: HEAT TYPE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 192 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Routing D.. e: ' -1q-0 Type Amount Paid By: Date: Receipt: Approved/Date Permit $125.25 LYK 04/19/12 131657 Plan Check $81.41 LYK 04/19/12 131657 State Building Code $4.50 LYK 04/19/12 131657 Total: $211.16 ,SON co JEFFERSO�OUNTY • 1.:i- ' DEPARTMENT OF COMMUNITY DEVELOPMENT '� 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax qS," p'� www.co.jefferson.wa.us/commdevelopment SIN Master Permit Application MLA: 1 a-gs Project Description(include separate sheets as necessary): )J S YN TI-E ri 1 C. °f e l< A00171.010 & x 29,` Tax Parcel Number:1"P(V c 3 7 CO 00 fo Property Size:r1(�`3 A '�O'7$o' (acres/square feet) Site Address and/or Directions to Property: • 1i-i 1 PARAD1 St COUE BKtiOVoAJr 1 'A �Qg3Z0 CSI' HCAJ)'101 WATER 9E t-G'P 313 Property Owner(s)of Record: TOM MAR GO 5A C 1-l\-W 132 R. Telephone:(CO 3) 66 6- 'P 6AZ. Fax: email: Mailing Address: 1 '74135 52 , CI4ELOELiA) R17: 4Rf$(-1AM) OR, eV/ORO - 333F1 Applicant/Aaent(if different from owner): ALAN l . :TA M'lE S Telephone:(e 0)5 3 1 " 1 3 4 '7 Fax: email: a fl l"tre'.SdeS e(ko4 06,sw-- Mailing Address: lit CA 1NOVt! 0R . 6k91.100N1 WA, Qg3ZO What kind of Permit?(Check each box that applies ❑Lot or Road Segregation Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or :--sonable Economic Use) ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(• l-o C ❑ Manufactured Home .❑ Modular • • - ❑ Discretionary"D"or Unna, `4 fi ;o� V E ❑ Commercial* ❑Special Use(Essential P tic acl i ies ❑ Change of Use ❑Boundary Line Adjustme ' ❑ Address ❑Road Approach ❑Short Plat IIII ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ' I I ° A � 2012 ❑Propane ❑Long Plat** u U ❑Sign -.. - ❑Planned Rural Residents I Deve•• ..-,, --• . ii-..i - * •S ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration L DEPT • ON COUNTY ❑Stormwater Management ❑Shoreline Master Program Exe • :-4'-, 1 94 1'„ &YAM ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** 0 Temporary Use 3 Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Plode", idertlifq ally otlri.rlocal,atdtc'vt twit-rdl patrnits r■.gaticu fur ttrt*ptopftal; it'r nown. DESIGNATION OF AGENT i hereby designate A LA!) /3, ..TA l'f L$' to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ' � Date: .31 C t I t & 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 attorney's 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 application that he or e.teivarits prior notice. i Signature:.?C Xo a .�.L_ r. Date: l \ i ` I 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 lake"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-transferable responsibili r adhering to�n d complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: i d c- . L, Date: L'ICI l i . .. G:\PermitCenter\###FORMMS####\\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc -110.. - - 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 assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: T K Ogs► 4 &//HIED . (425) g c' Da 5-4 ( ) MAILING ADDRESS: 3 VI pULALT Pr' RDA() EMAIL: 7-K 0614D J3c}/L00 4MMLeCLOr1 CONTRACTOR'S LICENSE _U n q WAINS NUMBER: 1k q I.7 ter-A) S NUMBER ARCHITECT/ENGINEER: iQrl}�R I1V 8A (LE�( 'T- 1 PHONE (56D)45j2,- ' R( FAX:(;6p) 4cz �4 Ig MAILING ADDRESS: '71'7 prjl-gof : PT Ak 's 1jjA J EMAIL 9'£362 Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: 0 New tiI Wood Existing: ❑ Sewer 'E Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: 1d Individual System ❑ Repair ❑ Masonry (2.' SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: 5yvm. Deeiew4 c Existing: Setback: ❑ Private well ❑ Two Party Type of at: Proposed: .- a vf Public , Total: Name of System:MPA D l5 COtl L a/A--rift '51/51-- If this is a Commercial Project you must an swer 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 I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank i Pellet Stove I 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, including the reserve area. t Square Footage Current Proposed R*Offiqe Use filly -`mount Revision . Main Floor Heated '` EH Bld App Review: / •2"0 Floor Heated - . _ Consistency.Review: � Z 2._Z •t er "ea e• :ase ee: i 5 2 - Acktfenwerier--..„1- Mezzanine 0 Heated Basement Plan Check fee: ' [,r, Unheated Basement State Surcharge fee: if S p Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL O 2-?`, Decks g. i i Z.1 1 VI,Za ' ; _, 911/Rd Approach fee: Other TOTAL: $/o 2:7 r/1O Receipt Number: 131(051-r Cash/Check Number: ESTIMATED COST(REQUIRED) Date: ��(� (air market value of all labor and materials foundation to finish _I q 5'bO Initials: /Z G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc Contractors or Tradespeople Pror Friendly Page • Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with Lai 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 TK DESIGN BUILD UBI No. 600076725 Phone 4257851246 Status Active Address Po Box 3385 License No. TKDESDB915N8 Suite/Apt. License Type Construction Contractor City Bellevue Effective Date 8/28/2009 State WA Expiration Date 8/28/2013 Zip 98009 Suspend Date County King Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status TIMTAC1175P4 TIM TALBOTT Construction General Unused 10/24/1983 10/24/2006 Re- CONSTRUCTION INC Contractor Licensed Business Owner Information Name Role Effective Date Expiration Date TALBOTT,TIMOTHY ARTHUR Owner 08/28/2009 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY 363892C 08/28/2009 Until Cancelled $12,000.0008/28/2009 &INDEM CO 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 DEVELOPERS 2 SURETY& BIS0000146202 08/28/2010 08/28/2012 $500,000.00 08/15/2011 INDEM CO DEVELOPERS 1 SURETY£t BIS0000146201 08/28/2009 08/28/2010 $500,000.0008/28/2009 ;INDEM CO 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 4/19/2012 Jodi Adams From: David W. Johnson Sent: Wednesday, December 10, 2014 1:43 PM To: Jodi Adams Subject: RE: old bldg files Cancel them. From:Jodi Adams Sent:Wednesday, December 10, 2014 12:57 PM To: David W.Johnson Subject:old bldg files David, I have three old building files that I think you were going to follow up on to see if the applicant was still working on them. I'm a little fuzzy on the details,too much time has passed! Can you look these up and let me know if I should cancel the building file or leave it open? BLD10-231/ MLA10-256 DANDRIDGE BLD10-370/ MLA10-388 WINTERINGHAM BLD12-126/ MLA12-088 BACHHUBER Thanks, Jodi Adams Office Coordinator Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone 360-379-4494 Fax 360-379-4451 jadamsaco.jefferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection) of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. 1 wstsoN c o JEFFERSON COUNTY �` :- , , J- DEPARTMENT F COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitvdevelopment `�gsNI1,164o Tel:360.379.44501 Fax:360.379.4451 I Email:dcd@co.iefferson.wa.us Building Permits&Inspections 1 Development Consistency Review 1 Long Range Planning I Watershed Stewardship Resource Center 1/22/2014 Thomas Bachhuber Margo Bachhuber 17935 SE Cheldelin Rd Gresham OR 97080 Dear Mr. &Mrs. Bachhuber, According to our records you applied for a building permit for a New deck, stairs, and rock wall on parcel #983700006 on 4/19/2012. Upon review of your application file we show that a request for additional information was sent out to you on 6/19/2012 and we have not received the material needed to complete the permitting process. 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 March 31,2014 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, Mary Blain Permit Technician (360)379-4452 ill izsox co JEFFERSON COUNTY 1 w PA TI NT OF COMMUNITY ,k_'lp �,� •C 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.uslcommunitydevelopment �ysXjNG,co Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd @co.iefferson.wa.us Building Permits&Inspections(Development Consistency Review t Long Range Planning(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. OPI* i'" Carl Smith Community Development Director and Building Official Page 2 o s• 'Nk■k \\NN. T 8 ' , \N. C31 oz) 1 NNN NN4:7„:,,,,<,:, N's NNNN ,, N, til , 0-, s.... • -,, N., ?( JN ! .„,,,..1, N. 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CkRt4Es )0R4 EiPi ', AW.A'R E 5 DE51e.195 - _,. 14," DEPARTMENT NT F COMMUNITY DEVELOPMENT 006, ., 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.jefferson.wa.us/communitydevelopment aS rN ;co Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd @co.lefferson.wa.us Building Permits&Inspections/Development Consistency Review I Long Range Planning j 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. ‘1150, Carl Smith Community Development Director and Building Official Page 2 4430N co JEFFERSON COUNTY (1, ' . a DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.lefferson.wa.us/communitvdevelopment 4.4' j o Tel:360.379.4450 I Fax:360.379.4451 ( Email:dcd@co.jefferson.wa.us Building Permits&inspections 1 Development Consistency Review/Long Range Planning 1 Watershed Stewardship Resource Center 1/22/2014 Thomas Bachhuber Margo Bachhuber 17935 SE Cheldelin Rd Gresham OR 97080 Dear Mr. &Mrs. Bachhuber, According to our records you applied for a building permit for a New deck, stairs, and rock wall on parcel #983700006 on 4/19/2013. Upon review of your application file we show that a request for additional information was sent out to you on 6/28/2012 and we have not received the material needed to complete the permitting process. 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 March 31,2014 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, Mary Blain Permit Technician (360)379-4452 Structural Calculations For: 8' x 24' Deck Thomas&Margo Bachhuber 141 Paradise Cove Brinnon,WA 98320 Section 29,Township 25N,Range 2W TPN 983700006 PREPARED FOR: it Thomas & Margo Bachhu 4 17935 SE Cheldelin Rd. `` Gresham,OR 97080-3338 (503)666-9642 I APR 19 O2 NTI JOB NUMBER BACT1201 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT **LIMITATIONS** NTI Engineering&Land Surveying has been retained in limited capacity for this project. Both Design and Calculations have been based on information provided by the client,who is solely responsible for the accuracy of said information.The Engineer assumes no respon ibility or liability for any element of this project not specifically addressed in or by these calculations,totalling Cp sheets(including this cover),nor is any responsibility to be I assigned to the Engineer. Any alterations to the design of this project MUST be brought to the attention of the engineer for consideration as to the impact that they will have to the engineered design. Any and all deviations from the engineered design,not approved in writing by the engineer,will make these calculations NULL and VOID. The signature on the"Original Set"of calculations will appear in Blue ink it -- se\NER. � ` „:„ �" • 1 NT/ II '� www.nti4u.com iPF-G 44468 q R�0 IFS /STE NTI ENGINEERING&LAND SURVEYING SiONAL 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 ❑ Engineers o Land Surveyors o Geologists ❑ Consbuction Inspection o Materials Testing (360)4524491 FAX 4524498 E-M65:mf60,11 i4u.eom Forte MEMBER REPORT Level,Deck:Joist PASSED • • - `„ software 1 piece(s) 2 x 6 Hem-Fir No 2 @ 16"OC Overall Length:8'10 1/2" e 3 - $ s'4,f- a .{" wf. .� ;'wr +. a {' 3 ` '- 3 *s x;y a ` oy," r 'f o n n — u n 2' Xx 5' 41' 1• t o © Q All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 374 @ 2'5 1/4" 2126 Passed(18%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Joist Shear(Ibs) 174 @ 3'1/2" 825 Passed(21%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -180 @ 2'5 1/4" 801 Passed(23%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.020 @ 5'3 7/8" 0.132 Passed(1/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.025 @ 5'3 13/16" 0.265 Passed(1/999+) -- 1.0 D+1.0 L(Alt Spans) TJ-ProT"Rating NaN N/A -- -- -- • Deflection criteria:LL(L/480)and TL([/240). •Overhang deflection criteria:LL(21/480)and IL(21/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%Increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ws) Supports Total Available Required Dead Floor Total Accessories 1-Hanger on 5 1/2"HF beam 3.50" Hanger, 1.50" 5/-1 74/-62 79/-63 See note 1 2-Beam-HF 3.50" 3.50" 1.50" 83 291 374 None 3-Beam-HF 3.50" 3.50" 1.50" 55 186 241 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. Connector:Simpson Stron -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger LU26 1.50" N/A 6-10d common 4-10d x 1-1/2 Dead Floor Live Loads Location Spacing (0.90) (1.00) Comments t-Uniform(PSF) 0 to 8'10 1/2" 16" 12.0 40.0 Residential-Living Areas J iLEVEL Notes 0 SUSTAINABLE FORESTRY INITIATIVE iLevel warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values.iLevel expressly disclaims any l other warranties related to the software.Refer to current iLevel literature for installation details.(www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.iLevel products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator .I Forte Software Operator Job Notes 2/14/2012 9:16:32 PM i Catherine Bailey iLevel Forte v3.0,Design Engine:V5 4.3 2 CRB Engineering (360)775--5444 orb engineenng@iysnoo.ccm Page 1 of 1 Forte MEMBER REPORT Level,Deck:Drop Beam PASSED .: software 1 piece(s) 4 x 8 Hem-Fir No. 2 Overall Length:24'10 1/2" a =w 4;44 a ,vg a i N A a }; . t F c 'w m, N,,r c NWn ' k t t a z PA-;� Sb i„ eo 0 11 1i n 11 11 11 I AI 11 11 11 11 11 11 11 11 11 I2 4;4, 10 10 Y� 2 o All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual r Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2392 @ 12'5 1/4” 4961 Passed(48%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(Ibs) 1054 @ 13'2 1/4" 2538 Passed(42%) 1.00 1.0 D+1.0 1(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -2439 @ 12'5 1/4" 2823 Passed(86%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.178 @ 17'10 1/16" 0.343 Passed(L/693) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.208 @ 17'10 7/8" 0.515 Passed(L/593) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(1/240). •Overhang deflection criteria:LL(21/360)and TL(21/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 24'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Flower Total Accessories 1-Column-HF 3.50" 3.50" 1.50" 307 978 1285 Blocking 2-Column-HF 3.50" 3.50" 1.69" 591 1801 2392 Blocking 3-Column-HF 3.50" 3.50" 1.50" 307 978 1285 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 24'10 1/2" 3'6" 12.0 40.0 Residential-Living Areas 'LEVEL Notes;SUSTAINABLE FORESTRY INITIATIVE 'Level warrants that the sizing of its products will be in accordance with'Level product design criteria and published design values.iLevel expressly disclaims any other warranties related to the software.Refer to current iLevel literature for installation details.(www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.iLevel products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator lob Notes 2/'i 4t'2012 9:19:18 PM y Catherine Bailey —_ —— I iLevel Forte v3.0. Design Engine:V5 4.3.2 I CRB Engineering (360)775-5444 crb.engineering@yahoocorn Page 1 of 1 '0 ‘ ) o-f' 5 G �' ,,. � 6c.?c ' 0 (A.0 c e 7-o q( r t 6-5 105 f/7) V= /0( O , S A_,{-, 1` ,I-k r '..■E.( (-:fs) (660.) 31.4„..f 6 F = G 69 C4 1 cc 2 vs • h 19. 1 As (C ?-0_5 -icy re 6 a. 3 e) Ipsc [0,b1 —d� - 13, E sf s�1.5rv>,�G ra ' ), ss = I. )-60 F"v 1, 5 I-5 i=x 1 -� 5 -o, ,gS 5 : %3 G.SS = %3 (), �)Cl, sb � ° 6,9215 (4S6€ et 11,c-1- it 1(, 14 -3) Sp = 1/3G5, y % (/, 515)(0' =) o 1, Lio (Asce 4- Ij.�;.. F U✓ R- 6, 5 TG.�la a. �- 1 R F= 1, (D SaL 1 Z, ►N. ` i no �L 55 `/ 1 { UJ2 t-1 x r 2 -PL) c- t o t U w. Q t-aCa■ s a9 T S R a DATE: 11 NTI Engineering & Surveying DESIGNED BY: Cff Northwestern Territories, Inc. PROJECT: ` ;!L � .i.`,4 c S Nrti2_ Engineers• Land Surveyors•Geologists terials Testing b FOR: PyAr,OrN tT' 717 SOUTH PEABODY• PORT ANGELES,WASHINGTON 98362•(360)452-8491 ' SHT: 3 OF 5 www.nti4u.com info @nti4u.com ®Boise Cascade Single 4 x 4 HF #2 BC COLUMN®3.0 DESIGN REPORT- US ASD 4'0"Column Freestanding Build 517 File Name: BC COLUMN Project Job Name: Description: Address: Specifier: City, State, Zip: , Designer: Customer: Company: • Code reports: WCLIB/WWPA Misc: Updated: Tuesday, February 14, 2012 22:39 Load Summary Live Dead Snow Wind Roof Live 3.5" Tag Description Load Type Start End 100% 90% 115% 133% 125% Column * 3 5„ 1 Conc. Pt. (lbs) 04-00-00 04-00-00 1,801 591 0 Freestanding 2 Wind Load Conc. Pt. (lbs) 04-00-00 00-00-00 0 116 Bracing Elevation Sheathing Top 04-00-00 Base 00-00-00 Load Controls Summary Value %Allowable Duration Case t Col. Compression n/a 16.5% 100% 1 Top Col. Compression and Bending n/a 2.7% 100% 1 4'0"2 Slenderness Ratio 13.71 27.4% 100% � Cautions Design does not consider perpendicular to grain stress on the sill plate or other supporting member. Notes A generic column cap was used in the analysis of the column. Make sure to install and size the cap. BC Column is intended for use with gravity and out of plane lateral loading only Design is based on member being used as a column only. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes.To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC COLUMN®,BC FRAMER®,ECI®,BC RIM BOARDT"',BC OSB RIM BOARDT"' BOISE GLULAMT"", VERSA-LAM®,VERSA-RIM®,VERSA-RIM PLUS®,VERSA-STRANDTM',VERSA-STUD®,ALLJOIST®and AJST""are trademarks of Boise Cascade Wood Products L.L.C. Not to scale Page 1 of 1 0 4 Gtr? JL c( s() .s ,39D .Si2Q = /:QO w /(3) t$ 3 �4 t LA)A-V ► lo, a. ( ` s) Ifl7It IAA: ;vN /1t5((L1 24-4--k GDltArHr, �'-� V_ �. S �s S n•� is o N (� G y C-��U�,� .b ! ,,. ;;� �, b t.1 ne\P_ 4.i-;vr` GtrAc-(. -° (3) 3c1. 6, (0-# s q T ?5 R I DATE: 2—I — y� NTI Engineering & Surveying DESIGNED BY: C4 t ? Northwestern Territories, Inc. PROJECT: �-C 4r \ ; �. (�G , � S Engineers• Land Surveyors■Geologists•Materials Testing 4p FOR: C t,.pt.(a NT 717 SOUTH PEABODY■ PORT ANGELES, WASHINGTON 98362•(360)452-8491 U SHT: OF S www.nti4u.com info @nti4u.com 6, ' m to a- .� „ - • x- K E CPA FA C. (A.- .Ei'.-.0 €.4 :.. `. (TIP. G PL C S. if O C2. Y 1 Z . F? tC ( : 5 Lo C K -. q x g PCb ST. _P.'ITi 3 PLC 5C tti PAv J (' J 7 /yr+ /1T ( l ( L-r- 1. ,-� "L4 .x?A-- PLC I f1 , 4' - ✓ �/`•''s "kor .f* I I JEFFERSON COUNTY DCO BUILDING PLAN REVIEW U APPROVED AS SUBMITUO ✓;t��APPROIVEO AS NOIED Date Revlapier � _c:R -`-,V L AE J e� pass inspa alon in confoitnant -te with all ap'pttcn to codoo and rfaqu!! *Uc ris. 10 0 3r fir` _ — — -- -_ _ . . _._. � .E_1�_�F_ .K - - -- ._. ..._..- -IN CA Rsiis, I- tawdra��s. - �tandraits shall be provided ov,. at Least owe side o f each cowtt14L,01As run o f treads or f tght with four or vuore risers. Handrails shall not be Less than 34' and not KkOre than 38' measured up from. the toe of step returning to watt or post. ,5lb x _55 LAC, 50L.T5 �� S. K � ` � S. `l P� @ S: ci i Q N F3 5C S 4 �ONC. 5> LA 5 - t. - it H 14 It 14 it .4 D.E I PLC 5 2 X 6 I? .._ l.i __: ,• ! �.9e.5ctJtP591 :.tc"C ���� �—=- x IMP-5-0`0 BKT—V.05T ,.I .. �o l S.T - _. -- y Cam, y i� q FAT. BEAK LG• ._� iii,. ,�"XZr -- , O 2� ,� 24._.PDUtED :PAp Cpt�(C. _._.__ X _ (/ :�.:. CO 1 P XC T E D C4 R..A `� _� STAMP LIMITATIONS }, NTI Engineering and Land Surveying has performed vertical and lateral iF j 2 TTIMED��OLtND.4TIONINSPECTION structural analysis for plan sheets 1 and PROPERTY LINES MuSTSE MARY-ED gY ►� 2 provided by Alan B. James. This Deck \NE R. 6 STRING LINES TO VERIf:YSET&Ar-V- . _ �F w/{ q� IF PROPERTY LINES ARE NOT MftRK-6D fk is to be located at 141 Paradise Cove, F m o %� REINSPECT,ON FEE MAY SE REQJ.tIRED Brinnon, WA 98320, Section 29, O PRIOR TO ELIRTHER INSP6CT10N. Township 25N, Range 2W TPN nol)"nnnni I"-•- — -I- • r , - t ` tl ,4