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HomeMy WebLinkAboutBLD2010-00348 MLA10-00361 QUILDING PERMIT APPLICA . N Review Type:I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD10-00348 Received Date: 9/30/2010 SITE ADDRESS: 2133 OAK BAY RD PORT HADLOCK, 98339 OWNER: MARC MAUNEY PHONE: 360-385-5032 LYNNE ROGERSON 2133 OAK BAY RD PORT HADLOCK WA 98339-9778 SUBDIVISION: Block: Lot: TX 36 PARCEL NUMBER: 921182012 Section: 18 Township: 29 N Range: 01 E CONTRACTOR: BROCKMAN BUILDERS INC PHONE: (360)638-1125 33165 HOFFMAN RD NE KINGSTON WA 98346 Contractor's License BROCKBI961ON Expires 9/15/2012 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION STAIRS TO THE BEACH TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 11,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: OTHER: 200 SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK. BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Total: R uting Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $195.25 LYK 09/30/10 120147 /\ Pu^ Plan Check $126.91 LYK 09/30/10 120147 /� 1 +R®V E { State Building Code $4.50 LYK 09/30/10 120147 Total: $326.66 FEB ail Jefferson County Planning & Building Departmpn, ON—?-6.\\\ • �w p JEFFERSON COUNTY , DEPARTMENT OF COMMUNITY DEVELOPMENT j 621 Sheridan Street• Port Townsend•Washington 98368 3601379-4450• 3601379-4451 Fax J.4'''9 www.cojefferson.waus/commdevelopment Master Permit Application MLA: V J.5(c I Project Description(include separate sheets as necessary): S its .46.1 Brach. Tax Parcel q iiefY- a/t- Property Numbrer. /l- C.� Size: (acres/square feet) Site Address and/or Directions to 2/3 , Oafs tyErb lad/ce%� t,Ji� . . Property Owne s)of Record: starlie a-f ��u�cs�r d�::� • w r Telephone: 0° g — SV Z- Fax: email. Mailing Address: MM .- "'I/ - Applicant/Agent(if diffe nt from w : `�;r2 Wr7' T L 7s` ' I /S <, Telephone: _ I #. //Z5 Fax: �rf�� email: — �• O -qj '� Mailing Address: - /b 1 -s �� •/ .1�4[L'A0 - S ;it4 i•ii' What kind of Permit?(Check ea. •.x that applies wilding ❑Variance(Minor,Major or Reasonable Economic Use) ❑ Demolition Permit ❑Conditional Use[C(a),C(d),or C)" ,..12-Single Family ❑Garage Attached!Detached ❑Discretionary'0'or Unnamed Use Classification El Manufactured Home ❑ Modular ❑Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Auustment ❑ Change of Use ❑Short Plat" • ❑ Address ❑Road Approach ❑Binding Site Plan"` ❑Home Business ❑Cottage!ndustry ❑Long Plat** ❑Propane ❑Planned Rural Residential Development(PRRD)/Amendments.. ❑Sign ❑Plat Vacation/Alteration'"' ❑Allowed'Yes'Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions" ❑Stormwater Management ❑Shoreline Management Substantial Development" ❑Site Plan Approval Advance Determination(SPAAD)• ❑Shoreline Management Variance ❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* El Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request Ma -•uire a Pre ••• -cation Conference "'R••wires a - - •y• 'cation Conference Please identify any other local,state or federal permits required for this proposal,if known: 0"l DESIGNATION OF AGENT f I hereby designate /424. .."1" to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE 111 Date: ' By signing this application form,the owner/agent attests that the information provided herein,and in any attach •nts,is true and correct to the best of his,her or it's 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 nut!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 aoarue 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 rehired later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the app.,:r• the or she wants prior notice. f Signature: a .n •. „ 7 r C 2010 r w►a arm The action or:«i•- .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 a in auto:with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable rbility for adhering to and complying with the ESA. The Applicant has read this if saner andsigns and dates it below. SSignature: _ Date: //- / r /y L! 0 \Docununrs and Settings\oral\Load Senings\Temporary Interact Files\OLK86\Master Permit Application 12-19-2006.doc��` }DD 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: (B/40G J s 70x• , 9)61 —//2� ( ) MAILING ADDRESS: 33I&Cj�-�yyCfjf'(re Ze'.46" Ewic CONTRACTOR'S LICENSE ���,/.[J,tT,L"4. 2f�3s/t. WAINS NUMBER: �ut/C(/0<G.Zs9G NUMBER ARCHITECT/ENGINEER: r PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Pro'• Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New ,,k'-'"Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑Community System ❑ Alteration/Remodel ❑ Concrete Total: Height ❑nOd Mdual System ❑ Repair ❑ Masonry SEPiPerrnit# -- Bedrooms: Water Su ❑ Demolition ❑ Other. Supply: Existing: Setback: ❑ Private well ❑ Two Party Proposed: ❑ Public po Type of Heat Total: Name of System: If this is a Commercial Protect you must answer the following: I?/et 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 Se 'ce? Yes / No If this is a Propane Tank andtor Appliance Installation permit,mark all items below that apply: 4/4 ❑Underground Tank 0Above ground Tank Size of Propane Tank ❑Heat Stove ❑Cook Stove ❑Woodstove 0 Fireplace Insert ❑Hot Water Tank O pellet Stove 0 Other Is this appliance being installed in a Manufactured I Mobile Home? Yes / No t`�e�,yp/� When applying for a permit to install a propane tank you must also submit a lan 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. Square Footage _ Current Proposed For Office Use Only Amount Revision Main Floor Heated Eli Ski App Review. 2n0 Floor Heated Consistency Review , Other Heated Base fee: 1(1,5 Mezzanine Additional Section: Heated Basement Plan Check fee: 1 3/ 1 Unheated Basement State Surcharge fee: L So Other Unheated Pot Water Review fee: --_ Garage/Carport SUBTOTAL �-,/\ Decks/f _gay 911/Rd Approach fee: ' 1��YII w Other TOTAL $ (0 0 Receipt Number: G Po )47___ Cash/Check Number: 1 15'vJ^ ESTIMATED COST(REQUIRED) Date: 3— •Fair market value of all labor and materials foundation to finish Gj"///ogD ) Initials: ` C:\Ikxuoents and Settings\canal\Local Settings\Temporuy Internet Files\OLK86\Master Permit Application 12-19-2lO6.doc a -I x fi CO CO -1 -b x -I --I CD m -- -- a -0 Cl) CD X O_ C) rF x m C) 7 -o o) 0 - -O -5 Z a CO < O- CD CO C) CD 7' 3 c -• co cc co co a CD rl- 0 CD - 7 7c C -5 E -3 -• co z 0 7 It CC -' N CD n O CO -+ -5 Q O O O -1 - O N O CO X CD a N c Z m N O = O C 0) - N O rF - CD 3 -u no r X C7 -■ r+ a CO -I CO C7 0 -• -4 a 0 -0 C C z a - CD Ca) Z 33 3 CO CO Z O X CO 0 -I w Z n -0 CO m M r CD -I -4 -I w -I n = 0 3 m x - C) co ro O_ n a a = a -i -I CD 3 0 7C 0 c I-n 3 = ro CO r CD Z -I D J5 CD 0 m m m D D Z) -I - ro rn C3 a = 0 X n = m -• 7C -< CO 0 a 73 -` 0 33 W c m m xi Z m r ry 7 C7 Cl) m 03 CI CL M CO r- � D D N X X IT -- I-I - O 7 CO Z o CO 0 n r O w O • O) E w x c 7 -? CO o_ 0 I C7 CD 0 C ti o_ CO ti CD CD CO 0 0 -I -I n 3 -o -u r o 73 o z rn n n C) 0 a 11 CO 7' 7' 7' C I CO CO I-I C rF C) O 0 rn 11 C O CD 7 Z o rF C 33 X O- O C.) '5 0 0 I- w - n. o m L CD rV - CD 0 0 L I1 01 O 11 o — `\ -n Z C N T D O C I 0 I-I CO 70 . 411 -4 Contractors or Tradespeople Per Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with L&I 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 BROCKMAN BUILDERS INC UBI No. 602421012 Phone 3606381125 Status Active Address 33165 Hoffman Rd Ne License No. BR0CKBI9610N Suite/Apt. License Type Construction Contractor City Kingston Effective Date 9/15/2004 State WA Expiration Date 9/15/2012 Zip 98346 Suspend Date County Kitsap Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 2 Date Date BROCKB'05166 BROCKMAN Construction General Unused 1/26/1995 5/29/2005 Expired BUILDERS Contractor Business Owner Information Name Role Effective Date Expiration Date BROCKMAN, PETER J President 09/15/2004 BROCKMAN,JULEE A Secretary 09/15/2004 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date, 1 RLI INS CO SRS1009606 09/09/2004 Until Cancelled $12,000.00 09/15/2004 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 3 AMCOIns Co ACP755144079304/15/2007 04/15/2011 $1,000,000.0002/16/2010 2 AMCO INS CO ACP7521440793 04/15/2005 04/15/2007 $2,000,000.00 03/23/2006 1 AMCO INS CO ACP751144079304/15/2004 04/15/2005 $2,000,000.0009/15/2004 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 9/30/2010 Marchriss Engi> ing, Inc. JOB TITLE Mauney Stair 513 Bay St., Ste. Port Orchard,WA 98366 JOB No. 072610M SHEET NO. Ph. (360)876-4202 CALCULATED BY hew DATE 8;'2 I D email: harry.williams @marchriss.com CHECKED BY DATE AT TIME OF FOUNDATION INSPECTION FILE PROPERTY LINES MUST BE MARKED BY STRING LINES TO VERIFY SETBACKS. IF PROPERTY LINES ARE NOT MARKED A REINSPECTION FEE MAY BE REQUIRED PRIOR TO FURTHER INSPECTION. STRUCTURAL CALCULATIONS FOR Mark Mauney Stair 2133 Oak Bay • Port Hadlock, WA 98339 �`� W/Ltt �n F wa,s ,� c 7 r - Sj� A R uti !EXPIRES 050$J:elnt it Engineer's Notes: 1. This calculation qualifies the structural adequacy of the proposed stairway structure as submitted for design by Brockman Builders. It does not address or qualify the soil conditions at the site for slope stability or settlement. The engineer assumes no responsibilty or liability for any damage or injury caused by slope failure or excessive settlement. 2.Contractor to verify adequate bearing soil at time of construction. 3. Let down stairs not part of this calculation. IAV • • tr, L.,) • R319.3 Fastene sFaestl o sn iel rcs or pressure treated wood shall be of hot dipped galvanized steel, stainless steel, or copper. cal: One-half inch diameter or greater steel bolts. LeN (!3`1 0[1,4pg-5 ea57-5 4 , • . vrt H , • . I - • • . • • — foq 4 (V). -Th x , StE OP-rvz:s J c14 6/7 C 0 . - .44 2 \.) ,JILE • • L..n .x ",-"A M e Section 509.9 Fastenin 2003 IRC Where posts and beam or girder construction is used to support framing, positive connections shall be provided to ensure against uplift and lateral displacement. Section 9 Wood members that form the structural supports of balconies, porches or similar building appurtenances shall be approved natural resistance to decay or pressure treated wood. a. ` F s�a caf-• stern'; i J w N 4,w -711: G g , ! I i ':, 1 I Io • 1L. SFr:- h 4, , 8 FILE COPY 3 R311.5, Handrails. R312.1 Guards Required. provided on at least Decks located more than 30" above grade Handrails shall be p shall have guards not less than 36" in one side of each continuous run of height. Provide intermediate rails which treads or flight with four or more risers. do not allow passage of a 4"sphere. (4 Handrails shall not be less than 34" and 3/8" permitted only on open side of stair) not more than 38"measured up from the toe of step returning to wall or post. R311.5.3 - Stair treads and risers. The maximum riser height shall be 7-3/4 inches. The minimum tread depth shall be 10". Including,step down to landings, grade, deck, patio, etc. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE AND LOCAL ORDINANCES. 2. ALL WOOD SHALL BE PRESSURE TREATED HEM-FIR #2 UNLESS NOTED OTHERWISE. 3. ALL METAL SHALL BE GALVANIZED. 4. MAXIMUM STAIR ANGLE SHALL BE 360. 5. CONCRETE STRENGTH SHALL BE MIN. 2500 PSI @ 28 DAYS • 6. MAXIMUM STAIR WIDTH SHALL NOT EXCEED 4'-0". 7. TYPICAL STAIR RISE = 7)2", TYPICAL STAIR RUN = 10)2" 8. ALL GUARDRAILS SHALL MEET REQUIREMENTS OF R312 AT ALL STAIRS AND LANDINGS. 9. HAND RAILS SHALL MEET R311.5.6 AT THE STAIRS. FILE COPY 4- • • ,� \ m �Ii i; Cis' co .jc _r--------- �� � • \� tl a ,1 - I / V 11 - -J \,. ��L':i p Ijl N • O d it 11 / O cc O v �1 I d 71- \ it n v o ■ \ \ Z Y w ; / U (t i� a • / / . 11 v a. 1\ --- 1, X C7 yI Z ■ ////Q aU ICI \CO /1 \ CC(!) Z \ 1 i ,./2/X D jl r�III CN H ii co 1p i1 j \ Q j i J I-- A m //://\/„. W J Q ill cr O CO O co W 1 11 C7 \ 1 t` y Z lii r■ t Q T1 d / c -- — li ///////\ II j.<- \ / CO //CD O Q 711 / X W A J X Z A \/\-\\ v u- -1 CC H I+7 F- o I VI Y 1 / �\ I k / / / L �,9 �s—,s 1 I L J L\ \ 0_y „0_ l co o Z 5 0 U • a, 4X12 P.T. HF/2 HUS412 W/ 3Ys X15 P.T. GLB SLOPED SEAT Ix x AL A 4X12 ALL AROUND _ A _A(O.H.) POST 5'-3" S p 3/4" BOLT •T FULL BR'G. _ MIS 17I∎.. (3) 33% A-307 BOLTS THIS LOCATION. (2) 3/4" BOLTS © OTHER LOCATIONS SECTION A-A 4x ►2 RI • d a_ O I p FILE COPY • TYPICAL LANDING ELEVATION I I I • • 4X4 VERT. HANDRAIL POST (5'-0" C/C) 1/2" DIA. GALV. A-307 BOLTS (TYP.—UNO) STRINGER j eilk 2"(TYP) c (3) 60d/TREAD (TYP) TYP. 3X12 TREAD STRINGER � �a i S of (2) 16d @ 12"0C (TYP) CONT. 2X10 JACK — ■•■i• STRINGER I TYPICAL TREAD STRINGER CONNECTION FILE COPY • • • ITREATED POST SLOPE TOP OF FTG. AWAY FROM POST—TYP. CD \ `r I j / / �. NOTE: CONTRACTOR TO VERIFY / FOOTING IN BEARING SOIL IN THE FIELD AT TIME OF CONSTRUCTION. - 1_ cn to 0 0 o_ o_ co X >< CONCRETE FOOTING —\ C° 00 0 0- 0 0 N ip 1 1 \ \ \ 16 4 FOR 6X6 POST (TYP) / / 18"LP FOR 8X8 POST (TYP) / / TYPICAL FOOTING FILE COPY NTS t 6 0 - ! . 1 • • ------ I*/ eave-i /ivc.r 7D CV 0_ 44t- /1" ,(L-ii '41/ Pr) /s.rdii-icritx.. = ,...., i., ,_._ -.,,y ( -)/-2 ' 1 -,..- a_ , ,,,/;1_ 4 .7.-- E 1 --- 3/j. ' fi',;-,-.:7" e---1.---- C; •-`1) 1 n cp • ' -.___ ‘.;.'-' s:' I 1- r 5) z w ? "4- (2) t( - LU i . , „(77fir/) kr,/,..) , _1 -2 "r I 1-- 0 7 / 4 ___4____ ' 4 aot,i ' 1 Cy C7/46.4. fil(..7- 5 g rti-a , :2 l' • I It- I trl ( 1 1-4'041) i M /2 " / ttl:7,4 4,(L4,t.,, 1' 5. "-- 4 '71-4-') '' 3 I:c.,,-.. > 4 41- I- i - ---- C14:4. i'e 1 4 '7 & P74 fiG. i--q- --= 4 (1)(‘')(14C d--- (4 ) = S t: 4 s..c.:‘,/ , 4- ,--- G li-g . 6,1.141/,--6.j/0 4..) 1Ck 4L& 1,1, pt. c .) 57-4,41.-As F.., ( Z '17 217° i- V - -----, ---- 4- j-11)C64te? CAp ; 4-6gc> ? 297° 14f.c. ' ---- vrr — y ,/ • jc,-- !2/4 A--34,-7 ' It it(21,-).:-a;) :. 2 4 ° 3. L5- elf 11/ 7 coz' _ . FILE COPY t qi • • 5 TA'¢ Beach Access Stair so,r- LPC L) ay?' IL Stringer Length= 11 ft = Q + Stair Width= 4 ft Stringer Type: 4X12 (7#/ft) 3 1/8"X13 GLB(9#/ft) Stringer Load Dead Load: Live Load: 3 #/ft(Jack Stringer) 40 psf 10 #/ft(Stair Treads) 5 #/ft(Railing&Posts) 7 #/ft(Stringer) 25 #/ft Lateral Force:(ASCE 7-05 Ch.15.4) R= 1.5 W= 275 lbs. Sds= 0.82 Cs= Sds/R= 0.547 Lat Force= Cs(W)= 150 lbs. Estimate Ftg.Depth Required (IBC-2009 Section 1807.3.2.1): LF'j Trial"D"= 3.1 ft Lat.Brg.= 150(D)/3= 155.0 , P= 150 lbs. 51= 206.15 O6 Q` # b= 1.33 ft `f-6 h= 4.5 ft Loo A=2.34*P/(S1•13)= 1.28 4 D'= .5(A)(1+(1+(4.36(4)/A))^.5) =3.1 ctFoiG`- 36 pF.FP t I L� L ICI FT6, WT. _ 4 EG 2 -5ra(06.F-sk );, e(kT r7c 4G� Trial"D"= 4.5 ft }D Lat.Brg.= 150(D)/3= 225.0 - i P= 266 lbs. }� S1= 299.25 b= 1.S ft —�� h= 10 ft fi / 11 A=2.34*P/(51*b)= 1.39 I$ �_ (54 D'= .5(A)(1+(1+(4.36(h)/A))^.5) =4.6 r FILE COPY ,n Project:Mauney Stair page Location:MAIN STRINGER • Harry�ms Multi-Loaded Multi-Span Beam Marchriss Engineering [2009 International Building Code(2005 NDS)) 513 •Bay St.,Suite101 m 3.125 IN x 15.0 IN x 20.0 FT(1 +14+5) Port Orchard,WA 98366 24F-1.8E-Stress Class Rated Western Species- Dry Use Section Adequate By: 15.2% StruCalc Version 8.0.101.0 9/2/2010 10:17:24 AM Controlling Factor.Moment LOADING DIAGRAM DEFLECTIONS Left Center Right Live Load 0.01 IN L/801 -0.08 IN L/2099 0.20 IN U302 Dead Load 0.01 in -0.04 in 0.12 in Total Load 0.02 IN L/553 -0.12 IN L/1397 0.32 IN U188 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 643 lb 2253 lb j. Dead Load -49 lb 1312 lb Total Load 594 lb 3565 lb w w w Uplift(1.5 F.S) -442 lb 0 lb - A Bearing Length 0.29 in 1.76 in I rit 14 ft - 5 ft BEAM DATA Left Center Right Span Length 1 ft 14 ft 5 ft Unbraced Length-Top O ft 0 ft O ft Unbraced Length-Bottom 1 ft 14 ft 5 ft UNIFORM LOADS Left Center Right Live Load Duration Factor 1.00 Uniform Live Load 80 plf 80 plf 80 plf Notch Depth 0.00 Uniform Dead Load 18 plf 18 plf 18 plf Beam Self Weight 10 plf 10 plf 10 plf MATERIAL PROPERTIES 24F-1.8E-Stress Class Rated Western Species Total Uniform Load 108 plf 108 plf 108 plf Base Values Adjusted POINT LOADS-RIGHT SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1450 psi Fb_cmpr'= 1103 psi Live Load 900 lb Cd=1.00 C1=0.95 Ci=0.80 Dead Load 700 lb Shear Stress: Fv= 265 psi Fd= 212 psi Location 5 ft Cd=1.00 Ci=0.80 Modulus of Elasticity: E= 1800 ksi E= 1710 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 884 ksi Ci=0.95 Comp.-I-to Grain: Fc-1= 650 psi Fc- = 650 psi Controlling Moment: -9352 ft-lb Over right support of span 2(Center Span) Created by combining all dead loads and live loads on spin(s) 1, 2, 3 Controlling Shear: 2006 lb At a distance d from left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s) 1, 2, 3 Comparisons with required sections: Read Provided Section Modulus: 101.77 in3 117.19 in3 Area(Shear): 14.19 in2 46.88 in2 Moment of Inertia(deflection): 561.56 in4 878.91 in4 Moment: -9352 ft-lb 10769 ft-lb Shear: 2006 lb 6625 lb NOTES a Cute, 23M4/44-- rp, t-re L p • /f614/04 I. IV a- 2(357or� 7/3v4 i,,,e FILE COPY Project:Mauney Stair Page l-ocation:26'Stringer Harry ms / Multi-Loaded Multi-Span Beam Marchriss Engineering [2009 International Building Code(2005 NDS)] 513 Bay St., Sude101 or 3.125 IN x 13.5 IN x 21.16 FT (Actual 26 FT) Port Orchard,WA 98366 24F-1.8E-Stress Class Rated Western Species-Dry Use Section Adequate By: 56.8% StruCalc Version 8.0 101.0 911120104:44:37 PM Controlling Factor: Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.47 IN L/536 Dead Load 0.36 in Total Load 0.83 IN U306 Live Load Deflection Criteria: 0360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 846 lb 846 lb Dead Load 639 lb 639 lb Total Load 1485 lb 1485 lb w Bearing Length 0.73 in 0.73 in -- - __ -____• - BEAM DATA Center 21.16 ft Span Length 21.16 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 21.16 ft Beam End Elevation Difference 15.11 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 60 plf Camber Adj. Factor 1 Uniform Dead Load 40 plf Camber Required 0.36 Beam Self Weight 9 plf Notch Depth 0.00 Total Uniform Load 129 plf MATERIAL PROPERTIES 24F-1.8E-Stress Class Rated Western Species Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 1450 psi Fb'= 2400 psi Cd=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E= 1800 ksi Min. Mod,of Elasticity: E_min= 930 ksi E_min'= 930 ksi , Comp.1 to Grain: Fc-1= 650 psi Fc-1'= 650 psi Controlling Moment: 7857 ft-lb 10.58 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on spao(s) 2 Controlling Shear: -1112 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Req'd Provided Section Modulus: 39.29 in3 94.92 in3 Area(Shear): 6.29 in2 42.19 in2 Moment of Inertia(deflection): 408.53 in4 640.72 in4 Moment: 7857 ft-lb 18984 ft-lb Shear: -1112 lb 7453 lb NOTES FILE COPY f2 -'-N- ,,I.:N \N-.' T lla�L rnauee :\\ y fr' 1 . - t , • �. �Z11g2D/Z i - . ; ``-.75 �.---� � y T,ro Lrl S1 gtts 7aat't „` � . �. Ili 3 i�. a.,, % - `i i Y } - _ _ i (}1 V�' i'Y 3 ;f P16 ? L. 1 ` `-"'�s N by A ' +,..L1:./..',. ..-:. ETI'OF' 5 !• \ a `a a � . r * tly �r. r f' 3�"r. .aK j �': II _. 4 +s t I • - { i% \ . "`" if ` s , y a { w�I ---"`7---`AP` ROVED- . �.o: - F. � j \SITE PLAN \ -5'- , M1 V V ' FE/3 1 6 •2411 TT z EXISrAC ore r we-14\. `. DEPT.OFi,,.yf!/ I// 'LOPMENT _ m ,4 t, -N., !'ROIECTOA€ S \ s SIGNAll N. t REVIEWED FOR CODE OMPLIANCE • s FILE C® • PLANS MAY NOT BE Contact the Building Department at KEPT IN SANI-CAN (360) - 379-4450 prior to making changes or revisions to the approved plans. NO ICE_Plans are approved excepting any errors or omissions. All work must pass Inspection In conformance with all applicable codes and reguistions- JEFFERSON COUNTY DCD BUILDING PLAN REVIEW ❑ APPROVED AS SUBMITTED `X APPROVED AS NOTED �❑� REJECTED pate 1.121 S 0 Reviewer i sic Jefferson County Building Di Sion Permit Num ,. BLD10-00348 Applicant: MAUNEY BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks 34 ( 7 Post Holes 77 Foundation Footing ) . I ( Framing A SL ri 4- 2 Muir ft FINAL INSPECTION ( ( O �r FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD10-00348 Received Date: 9/30/2010 SITE ADDRESS: 2133 OAK BAY RD Issue Date 2/22/2011 PORT HADLOCK, 98339 Expiration Date 2/22/2012 OWNER: MARC MAUNEY PHONE: 360-385-5032 LYNNE ROGERSON 2133 OAK BAY RD PORT HADLOCK WA 98339-9778 SUBDIVISION: Block: Lot: TX 36 PARCEL NUMBER: 921182012 Section: 18 Township: 29 N Range: 01 E CONTRACTOR: BROCKMAN BUILDERS INC PHONE: (360)638-1125 33165 HOFFMAN RD NE KINGSTON WA 98346 Contractor's License BROCKBI961ON Expires 9/15/2012 PROJECT DESCRIPTION: STAIRS TO THE BEACH TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 11,000.00 MAIN: CODE EDITION: 2009 ADD'L: HEAT TYPE OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: 200 SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $195.25 LYK 09/30/10 120147 Exist: 0 Exist: 0 Plan Check $126.91 LYK 09/30/10 120147 Prop: 0 Prop: 0 State Building Code $4.50 LYK 09/30/10 120147 Total: 0 Total: 0 Total: $326.66 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 7 am the day the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE ATTATCHED • CONDITIONS for Building Permit# :BLD10-00348 1.) The applicant shall adhere to the conditions specified in the Critical Areas Stewardship Plan (CASP) permit(CSP11-00002). 2.) BUILDING FINAL SHALL NOT BE APPROVED UNTIL AN AS-BUILT HAS BEEN SUBMITTED TO AND APPROVED BY JEFFERSON COUNTY DCD FOR CRITICAL AREAS MITIGATION. 3.) The applicant shall comply with the recommendations found on pages 4 & 5 of the Geotechnical Report prepared by Zenovic Associates dated March 8, 2010 4.) The stairway shall be constructed of material, painted or stained so as to blend into the natural color scheme of the shoreline bluff. 5.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 6.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems.