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Home My WebLink AboutBLD2014-00165 UILDING PERMIT APPLIC N BLDI4-00165 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00165 Received Date: 5/8/2014 SITE ADDRESS: 764 POINT WHITNEY RD BRINNON, 98320 OWNER: STEVEN GRAHAM PHONE: 951-779-1153 BELINDA GRAHAM 2173 FIELDING RD RIVERSIDE CA 92506-1551 SUBDIVISION: Block: Lot: TX 5+ PARCEL NUMBER: 601074005 Section: 7 Township: 26 N Range: 01 W CONTRACTOR: PETER BROCKMAN PHONE: 360-638-1125 BROCKMAN BUILDERS INC. PO BOX 186 KINGSTON WA 98346 Contractor's License BROCKBI961ON Expires 9/17/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI STAIRS TO BEACH TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: VALUATION 17,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $234.00 JLA 05/07/14 148659 gD® Alunoo uosjojJor Plan Check $152.10 JLA 05/07/14 148659 State Building Code $4.50 JLA 05/07/14 148659 1110Z g 0 Nnr Total: $390.60 pp�� , O t' \\firlomar4\rlofo\forme\G PI fl Ann PIA rn+ F/11/9r lA r '� .L<) 7.00.,N -c..,....\\o j 4 G� JEFFERSON COUNTY 1 ti .` DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend,WA 98368 Web:www.co.iefferson.wa.uslcommunitvdevelonment -�,*Xrlq o.° Tel:360.379.4450 I Fax:360379.4451{Email:dcd(aZco.iefferson.wa.us Building Permits&inspections E Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): -aeir5 4o e . etec Tax Parcel Number. Goo(07 yo4S Property Size: 2.2 (acres/square feet) Site Address and/or Directions to Property: Eby Toi rYf- Ce)h rfere j "Rd., $r-i nal OY7) QJi4-. 9.g2e) Property Owner(s)of Record: S'1-e°v ea: a 02(3 Eel irid 4 (2,ra Lirr✓h Telephone: ''S1 -17 J--I 15,3 Fax: email: Mailing Address: 2t7 3 t=i e i d i'3 f 2&.1 R i u e a r s'l dG.,G6-• 92 5D to—15S"I Applicant/Agent(If different from owner): >Peft'v geirkmer4, B/Oek*, i,9,Ni*-c, G Telephone: 31QD—U.38— i I'S— Fax _. -__— _ email:_per ni4n Mailing Address: •0. )( !8'to,_Ki� . !v# ! 91?8YG eo,-,/10n/r.!*7Ax- What kind of Permit?(Check each box that applies 0 Lot or Road Segregation ,,building Critical Areas Stewardship Plan ❑ Demolition Permit LI Variance(Minor, Major or Reasona• r • ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C) ,. /� ❑ Manufactured Home ❑ Modular 0 Discretionary or Unnamed Us= ifica"br /r O ❑ Commercial* ❑Special Use(Essential Public Fa mss)** ❑ Change of Use ❑Boundary Line Adjustment /, O Address ❑Road Approach ❑Short Plat** u 4,44), ❑Home Business 0 Cottage Industry 0 Binding Site Plan** � 7,--- 7O ❑Propane ❑Long Plat** �4 ❑Sign 0 Planned Rural Residential •-• +preent(PRtundments*" ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** O Stormwater Management ❑Shoreline Master Program Exemption/Perm i tSrpt)si, ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development .:2opM. ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request ""Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate? r. ,e' 803449141 1ttildr►.a(l0 act as my agent in matters relating to this application for permit(s). � OWNER SIGNATU- t& ' l.la y\A A/V Date:---72--/-51`-1 7 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 Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the . time of the applicati• Ft he or is prior notice. ----7 Signature: ,,A/i " !" t _ A "� .... . Date: , —/4� /� ,- 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 •re in compliance with th=Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-.trap -r- responsibility for adh-> •to and compl 'ng with the ESA. The Applicant has read this disclaimer ens,signs,and dates it below. ,.. " Signature: . L' 41r +.[i t . .-. A . .. Date: 02- //'t ,.9/ y SVi\ ,2_ 2 o�, ,zots 14\\A1�.;I t° • BUILDER STATEMENT S . The signer of this statement ereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they win be assu "p,. ' of the Gen ,r- ..I u r-;- for the proposed project.�9/ Signature: . Date: �/ Y ir GENERAL CO, CTOR OR MANUFACTURED HOME INSTALLER: PHONE:!!! FAX: 3rocknia,i 6kii s .,r.c. (3W)03?-112C. ( ) M A I LI N G ADDRESS: P o, _-x ) . - 11ia,SIO n WA. '. q EMAIL f t"0 n'* ef elAirh k.x74- CONTRACTOR's LICENSE WAIN NUMBER: B.P.Pcx.S-1 l q,(0.1-01%) NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Pr9ject Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ,sue New Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑Community System ❑ Alteration/Remodel ❑ Concrete Total: Height ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms:- Water Supply: Existing: - - Setback: ❑ Private well ❑ Two Party Type of Heat Proposed: ❑ Public Total: Name of System: If this is a Commercial Project you must answer the following: !?/Q 1"" Number of Parking Spaces: Current Proposed: Number of AA©A Pa L --- _ n - re Number of occupants(indudes owners,tenants,employees,etc) Current Proposed �-------- IBC Occupancy: IBC Type of construction: Will you have Food • ? ' , / No If this is a Pronane Tank and/or Appliance Installation permit.mark all items below that apply: MAY 7 2014 1 Underground Tank I Above ground Tank Size of Propane Tank: .t', I Heat Stove I Cook Stove I Woodstove I Fireplace insert I Hot Water Tank T Pellet Stove I `- is this appliance being installed in a Manufactured/Mobile Home? Yes / No 0/4 nr i ,..-f-,',3(.`IV L,,. When applying fora permit to install a propane tank you must also submit a site plan showing all of the pr lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system compon NT including the reserve area. S•uare Foo- •e Current - — .- , ,,,, .2 1 . + a s 9 - "":a ...._ `'..� Main Floor Heated 4."' _ EH Bid App Review: : �:. Consistency Review: v'-� -ti 2n0 Floor Heated s V„ Bane fee:Heated 43 ;; Mezzanine s -- Additional Son: 6/ C. ✓ Heated Basement 1 '" = '. Plan Check fee: /y2 ° Unheated Basement State Surcharge fee: Other Unheated i Pot Water Review fee: �va Garage/Carport -' SUBTOTAL Decks/ b/e.S Lye 4. 911/Rd Approach fee: s Other t.= TOTAL: /t. °' Receipt Number: ,/lk(05q 'x CashiCheck Number: ?1 ,rzsT ESTIMATED COST(REQUIRED) Date: .Fair market value of all labor and materials foundation to finish S / ``7—D Initials: r+-- G:1PetmitCenter1 FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc S Sally Ellis From: Donna Frostholm Sent: Thursday, February 19, 2015 5:39 PM To: Sally Ellis Subject: FW: bld14-00165 Graham 765 Point Whitney Rd I have signed off the casp so you can final the bld. From: Donna Frostholm Sent:Tuesday, February 17, 2015 8:06 AM To:Sally Ellis Subject: FW: bld14-00165 Graham 765 Point Whitney Rd Sally: I will be making a site visit on Thursday for the CSP case. Please do not final until I have made a site visit. Thanks, Donna From: David W.Johnson Sent:Tuesday, February 17, 2015 8:03 AM To:Sally Ellis Cc: Donna Frostholm Subject: RE: bld14-00165 Graham 765 Point Whitney Rd Donna does all CASPs. Donna, could you check on this. Thanks! From:Sally Ellis Sent: Friday, February 13, 2015 1:23 PM To: David W.Johnson Cc: Mary Blain;Jim Coyne Subject: bld14-00165 Graham 765 Point Whitney Rd Hey David Can you please look at this permit- it has a casp with it CSP14-00001, Jim went out and did a final on 2/9/15 -the system wont let us sign it off as the Casp Condition is not signed off yet! Let me know if we can final this permit! Thank you Sally L Ellis Jefferson County Community Development 1 • • Permit Technician 621 Sheridan St., Port Townsend,WA 98368 Mon-Thurs gam-4:30pm,closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis@co.jefferson.wa.us http://www.co.jefferson.wa.us 2 • • VM Yd t��'G, CO Wit: °y. JEFFERSON COUN �SH(VG,o+ DEPARTMENT OF COMMUNITY DEVELOPMENT Date: qJ v• Time Received: a2a,P.._ am Mon. Tue. Wed. Thur. Fri. Date: ?-- - BLD: /6/./- /63 Contact Name: Pete- Owner: Contact Number: 360 ,,,,..7) L f '2 Address: 1J16`-/ Por4yt li,717 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ggON ,- 4kw °-J JEFFERSON COUNTY • ^4 DEPARTMENT OF COMMUNITY DEVELOPME 9Sxl NO.,O (A v.U. cT(& Date: Time Received: 17.914 am0i Mon. Tue. Wed. Thur. Fri. Tt V'A k Date: `Z.^ BLD: 1'. f (.9/ Contact Name: ' .e.-},-.e._ Owner: Contact Number: 360 a'7 I N(2. Address: '"7(.09 PO i 7( at4.2 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • .ns ections are re uired to be c in by 3:00 pm to receive an inspection thext day. Do to p q staffing issues,at this time,we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us, assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day,and Inspections are available from Monday through Friday. • We cannot determine the time we will arrive in advance. However,if you call our office the morning of your inspection,around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection,a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed,and a re-inspection fee must be paid prior to re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. • Commercial projects require 24 hour notice for inspection. • Sally Ellis From: Donna Frostholm Sent: Tuesday, February 17, 2015 8:05 AM To: Sally Ellis Subject: FW: bld14-00165 Graham 765 Point Whitney Rd Sally: I will be making a site visit on Thursday for the CSP case. Please do not final until I have made a site visit. Thanks, Donna From: David W.Johnson Sent:Tuesday, February 17, 2015 8:03 AM To:Sally Ellis Cc: Donna Frostholm Subject: RE: bid14-00165 Graham 765 Point Whitney Rd Donna does all CASPs. Donna, could you check on this. Thanks! From:Sally Ellis Sent: Friday, February 13, 2015 1:23 PM To: David W.Johnson Cc: Mary Blain;Jim Coyne Subject: bid14-00165 Graham 765 Point Whitney Rd Hey David Can you please look at this permit- it has a casp with it CSP14-00001, Jim went out and did a final on 2/9/15 -the system wont let us sign it off as the Casp Condition is not signed off yet! Let me know if we can final this permit! Thank you a`+Sti Y Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 Mon-Thurs gam-4:30pm,closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis@co.jefferson.wa.us http://www.co.jefferson.wa.us 1 4 4#111firill gr # IV' , # •,7* *,,Kotaff ',',0-1....ft, e f .;#0,,. i I. , .,,, . ....„ ,..„,....,-*, , % . . . 44' . Ama:. , ,V ...• „ ' „. + I . 740 • ' •'':-:%e fit" . _ii.:141611 .... - .. _ --... •... - 4 , «,4,, , ..%... -- .. 74 f, • .., ..? ,�- r, 'a 'its . r� ' ♦ / .■ & 4 I- r :fA i - *44. ii C .. A .. • • Marchriss Engineee,Inc. JOB TITLE Steve.elinda Graham Stairs • 513 Bay St.,Ste. 101 Port Orchard,WA 98366 JOB NO. 082613M SHEET NO. Ph.(360)876-4202 CALCULATED BY hew DATE 8/26/13 email:harry.williams @marchriss.com CHECKED BY DATE JEFFERSON COUNTY DCD - (F, 0 L I. V IF - BUILDINO PLAN REVIEW D D APPROVED AS SUBMITTED I MAY 7 2014 )1 r 4 APPROVED AS NOTED i JEFFERSON COUNTY DEPT.OF COMMUNITY DEM OPMENT 0 REJECTED Date 1116(0 Reviewerr T L CALCULATIONS URA ULATIONS C FOR E - 7: PlenR7. are Gap e r appovd , Fr , .5-0; or cmIsaio s A.: wor Steve & Belinda Graham Stairs r ` ; `;'-, ,rm•ien In conformance v ` Li.iiicatie codes and regpulatic 764 Point Whitney Rd. Brinnon,WA 98320 Cattaet the Building Department at 379-4450 prior to maki or revisions t0 the a raved plan es REVIEWED FOR PP . CODE COMPLIANCE E WILD j OF NN A.S//� . .� �� In , c _.;.-. `,/:4 ', ll A -- 34859 k, �tc.,�`'ortn\\0 L`? I EXPIRES 05/13/ 9Oil- I 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. CL 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. v W -J Ii,�. r . • • . . .r. /// r.,. .. , .: 6 x60 ?.T rOSer (-Tyr-1174 0/") 4/1* ll 6 .r .yja i P 4XIZ 4E4' ". .. 7'1 r• 0 1, • to , - \ & tk * 1.. _ 5,v --.._4-:- es-z_I,„,.D,-,,,• &kr\14"-la-N. 4 74,-t Po c d-r\-- s---- t 1---. kJ-a i , -4,,, .. 1+6010741006 i 4 7,-7 - /1.2. ...55- ....', 0,45 5! V.= 0.54 G Vj r-,, sv . IN \r -......,A ..-____.---------- To Of 0 i"----- t at >aaa gil a. \o, 0 - (....) Ili Uus n 4- . , • • kh! ,O; 1111111' • N , •=4,. f'Srj ) „-, v t-- t' 11‘ >" TI• U..111 UIP, 42- Sila:E.I.np-S 0 3/1(214r s\ 'pti �8 '7°7'N 0', at XX 4NNNN HANDRAIL w - 1 mg 4X4 C- HANDRAIL C- ` POSTS-TYP. RISE 7 " VV�- % RUN 10 14" lv' k" c-_ c_ 1 48" WIDE STAIR TYP. FTG. MAIN I DETAIL SEE 4X12 C- PG. STRINGER r 7 C�, � ` .rt _ TYP. CONN.. DETAIL SEE TYPICAL STAIR ELEVATION PG. 6 nts GENERAL NOTES * sre' 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THEC01"INTERNATIONAL BUILDING CODE AND LOCAL ORDINANCES. --�� I. 2. ALL WOOD SHALL BE PRESERVATIVE TREATED PER IBC 2012 2304.11.4.1. 3. ALL METAL SHALL BE GALVANIZED. 4. MAXIMUM STAIR ANGLE SHALL BE 363 LU 5. CONCRETE STRENGTH SHALL BE MIN. 2500 PSI © 28 DAYS 6. MAXIMUM STAIR WIDTH SHALL NOT EXCEED 4'-0". 7. TYPICAL STAIR RISE = 7Y", TYPICAL STAIR RUN = " l0`` u-K R�u.7.C.2 a. 8. ALL GUARDRAILS SHALL MEET REQUIREMENTS 8312 AT ALL STAIRS AND LANDINGS. 9. HAND RAILS SHALL MEETS AT THE STAIRS. I.skt.1..8 r' Elkk.-4-•S .°\ 10. CONTRACTOR TO USE APPROPRIATE SIMPSON JOIST HANGERS AS REQ'D. • X12 2X6 TREADS-TYP. 1, PER PLAN L DECKING-TYP. (r-0" MAX.) 1 x r 6X6 'OST \'/ (TYP-UNO) 2X8 DECK FRAMING-TYP. TYPICAL LANDING PLAN (SEE PLAN FOR ACTUAL PLATFORM CONFIGURATION) HANDRAIL PER CODE " (3) 5/84 BOLT THRU 4X12 & 2X10-TYP. 4X12 STRINGER ` EACH POST (2X10 JACK STRINGER BEHIND-TYP) SIMPSON LU28 . HANGER-TYP.(UNO) TYP. FIG. DETAIL SEE PG. -7 � L - _J TYPICAL LANDING ELEVATION • • STRINGER SPLICE 4X4 VERT. HANDRAIL POST 5/8 GALV. 4X12 • ' A-307 BOLTS (TYP.—UNO)f.2,, 4S STRINGER • 1 k 1.' i ;(TYP.1 / 2"(TYP) 3/„ 1 • 6X6 POST 4X12 STRINGER r 13/4” 162,, (3) 60d/TREAD (TYP) TYP. 3X12 TREAD 4X12 —� STRINGER IIViI iiiii_ (2) 16d @ 12"0C (TYP) 6X6 POST MOM STRINGER JACK ll" STRINGER TO POST - ' NTS ; k , li • • 116( TOP OF LANDING OR STRINGER TREATED POST SLOPE TOP OF FTG. AWAY FROM POST-TYP. • z LOOSE UPPER LAYER TOP SOIL LINE OF FIRM SOIL- START FOOTING DIMENSION FROM LOW POINT OF FIRM BEARING SOIL EMBEDDED POST NOTE: CONTRACTOR TO VERIFY CONCRETE FOOTING FOOTING IN BEARING SOIL IN THE FIELD AT TIME OF CONSTRUCTION. 18"(I)FOR POST FTG. (TYP) "H" MIN. DEPTH "D" T 6X6 POST. 8X8 POST 2' 3'-6" 2'-10" 4' 4'-0" 3'-2" 6' 4'-4" 3'-6" 8' 4'-7" 3'-10" FOOTING DETAIL 7 ;, • IMNCH SHALL BE SIZED TO ACCOMODATE MIN. 1000 LBS TENSION LOAD. (4) )"X10" LAGS �. C. \ C - C- GALV. WIRE ROPE MIN. CAP. = 1000 LBS. C SEE DETAIL 1 C- i/ \/\/ C \ =� \\ 8X8 POSTS C- /\ - %" EYEBOLT \/ \ i 1 \ \\\\\\ \\ \\ \\ /\\ / >- 0 0 W LET DOWN STAIRS 'r"~ • 0 8X8 POST 4X12 EA. END al. (2) y» THRU-BOLTS-TYP. (3) %" BOLTS MAIN STRINGER TO POST-TYP. 4X12 N.N (3) /» MAIN THRU-BOLTS-TYP. STRINGER 0 Y" BOLT-TYP. ° ° Ma 2X12 CEDAR STRINGER o _� 4 2X12 CEDAR TREADS FASTEN %6"X2" ALUMINUM = ilt= : ° I TO JACK STRINGER (4) FLAT BAR ��W I #10X2Y" EA. END-TYP. (2) Y2" THRU-BOLT ;-; • Page Project:Graham Stairs Harry Williams / Location:Main Stringer Marchriss Engineering Multi-Loaded Multi-Span Beam ;.,; 513 Bay St,Suite101 of [2009 International Building Code(2005 NDS)] Port Orchard,WA 98366 3.5 IN x 11.25 IN x 18.0 FT (Actual 20.9 FT) #1-Hem-Fir-Dry Use StruCalc Version 8.0.108.0 8/27/2013 12:17:32 PM Section Adequate By:10.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.43 IN L/503 Dead Load 0.20 in Total Load 0.63 IN LJ342 Live Load Deflection Criteria:L/240 Total Load Deflection Criteria:L/180 REACTIONS A Live Load 720 lb 720 lb Dead Load 338 lb 338 lb w Total Load 1058 lb 1058 lb Bearing Length 0.75 in 0.75 in REAM DATA Center -A- 18 ft B Span Length 18 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 18 ft UNIFORM LOADS Center Beam End Elevation Difference 10.58 ft Uniform Live Load 80 plf Live Load Duration Factor 1.00 Uniform Dead Load 25 plf Notch Depth 0.00 Beam Self Weight 7 plf MATERIAL PROPERTIES Total Uniform Load 112 plf #1-Hem-Fir Base Values Adjusted Bending Stress: Fb= 975 psi Fb'= 858 psi Cd=1.00 CF=1.10 Ci=0.80 Shear Stress: Fv= 150 psi Fv'= 120 psi Cd-1.00 Ci=0.80 Modulus of Elasticity: E= 1500 ksi E= 1425 ksi Min.Mod.of Elasticity: E_min= 550 ksi E_min'= 523 ksi Ci=0.95 Comp.-I-to Grain: Fc- = 405 psi Fc- = 405 psi Controlling Moment 4759 ft-lb 9.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 839 lb At a distance d from left 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: 66.56 in3 73.83 in3 Area(Shear): 10.49 in2 39.38 in2 Moment of Inertia(deflection): 188.25 in4 415.28 in4 Moment: 4759 ft-lb 5279 ft-lb Shear: 839 lb 3150 lb 0 lLs r S Graham Stair Stringer Length= 34 ft Stair Width= 4 ft Stringer Type: 4X12 (7#/ft) 3 1/8"X13 1/2"G LB(9#/ft) Stringer Load Dead Load: Live Load: 3 #/ft(Jack Stringer) 40 psf 10 #/ft(Stair Treads) 10 #/ft(Railing&Posts) 7 #/ft(Stringer) 30 #/ft Lateral Force:(ASCE 7-05 Ch.15.4) R= 1.5 Trib.Platform Wt.= 80 lbs/post W= 590 lbs. Sds= 0.82 Cs= Sds/R= 0.547 Lat Force= Cs(W)= 323 lbs. Estimate Ftg.Depth Required (IBC-2012 Section 1807.3.2.1): 18"Dia.Footing 6x6 post Trial"D"= 4.6 ft Note: Lat.Brg.= 150(D)/3= 230.0 This is a typical footing calculation P= 323 lbs. 51= 305.90 b= 1.5 ft h= 8 ft A=2.34*P/(S1*b)= 1.64 D'= .5(A)(1+(1+(4.36(h)/A))^.5) =4.7 "Hn ..D.. LL 2 3'-6" 3.5 4 4'-0" 4.0 u'" 6 4'-4" 4.3 8 4'-7" 4.6 ! I4 i S Graham Stair Stringer Length= 23 ft Stair Width= 4 ft Stringer Type: 4X12 (7#/ft) 3 1/8"X13 1/2"GLB(9#/ft) Stringer Load Dead Load: Live Load: 3 #/ft(Jack Stringer) 40 psf 10 #/ft(Stair Treads) 10 #/ft(Railing&Posts) 7 #/ft(Stringer) 30 #/ft Lateral Force:(ASCE 7-05 Ch.15.4) R= 1.5 Trib.Platform Wt.= 0 lbs/post W= 345 lbs. Sds= 0.82 Cs= Sds/R= 0.547 Lat Force= Cs(W)= 189 lbs. Estimate Ftg.Depth Required (IBC-2012 Section 1807.3.2.1): 18"Dia.Footing 8x8 post Trial"D"= 3.8 ft Note: Lat.Brg.= 150(D)/3= 190.0 This is a typical footing calculation P= 189 lbs. S1= 252.70 b= 1.5 ft h= 8 ft A=2.34*P/(S1*b)= 1.16 D'= .5(A)(1+(1+(4.36(h)/A))^.5) = 3.8 "H" "D" 2 2'-10" 2.8 4 3'-2" 3.2 V 6 3'-6" 3.5 '' ++ ff 8 3'-10" 3.8 � � re. ,5 3 • • Graham Bolt Calc. Single Shear Limit Equations (2005 NDS 11.3.1) Stringer to Post Connection Fell= 4800.0 psi Bolt Dia.= 0.625 FeL= 2250.0 psi Main Member= Gm= 5.5 Fe em= 4800.0 psi Side Member= Gs= 3.5 Fe es= 2755.8 psi Force= 1100 lbs 8 s= 54 9 m= 0 Re= 1.74 Fyb=45000 psi Rt= 1.57 Y.M. Rd k1= (A-B)/C= 0.823 I 4.60 k2= (D+E)^.5-1= 1.418 II 4.14 k3= (F+G)^.5-1= 0.973 III IV 3.68 A= (Re+2Re^2(1+Rt+Rt^2)+Rt^2Re^3)^.5= 6.736 B= Re(1+Rt)= 4.479 C= 1+Re= 2.742 D= 2(1+Re)= 5.484 E_ (2(45000)(1+2Re)D^2)/(3Femtln^2)= 0.362 F= 2(1+Re)/Re= 3.148 G= 2(45000)(2+Re)D^2/3(Fem!s^2)= 0.746 Yield Mode I m Z=D Lm Fem/Rd= 3587.0 Is Z=D is Fes/Rd= 1310.5 11 Z=k1 D is Fes/Rd= 1198.8 ill m Z=k2 D bn Fem/(1+2Re)Rd= 1417.8 Ills Z=k3 D A Fem/(2+Re)Rd= 742.2 IV Z=(d^2/Rd)((2FemFyb)/(3(1+Re))^.5= 769.3 Bolt Capacity: 3x742=2226# >1100# OK UNSI 0 �` a BUILDING PLANNING area is not less than that of a quarter circle with a radius 2. Type II. Handrails with a perimeter greater than equal to the required landing width. Where the stairway 6'/, inches (160 mm) shall have a graspable fin- has a straight run, the minimum depth in the direction of ger recess area on both sides of the profile. The travel shall be not less than 36 inches(914 mm). finger recess shall begin within a distance of 3/, Exception:A floor or landing is not required at the top inch(19 mm)measured vertically from the tallest of an interior flight of stairs, including stairs in an portion of the profile and achieve a depth of at enclosed garage, provided a door does not swing over least 5/16 inch (8 mm) within 7/8 inch (22 mm) the stairs. below the widest portion of the profile. This required depth shall continue for at least 3/8 inch R311.7.7 Stairway walking surface.The walking surface (10 mm)to a level that is not less than 13/,inches of treads and landings of stairways shall be sloped no (45 mm) below the tallest portion of the profile. steeper than one unit vertical in 48 inches horizontal (2- The minimum width of the handrail above the perc t s1 e). t recess shall be 11/,inches(32 mm)to a maximum R311.7.8 ndrails. Handrails shall be provided on at of 23/,inches (70 mm). Edges shall have a mini- `leas side of each continuous run of treads or flight mum radius of 0.01 inch(0.25 mm). with four or more risers. R311.7.8.4 Exterior wood/plastic composite hand- ,--R3-11.7.8. eight. Handrail height, measured verti- rails. Wood/plastic composite handrails shall comply .sally from e sloped plane adjoining the tread nosing, with the provisions of Section R507.3. or finish surface of ramp slope,shall be not less than 34 (311.7.9imination. All stairs shall be provided with inches (864 mm) and not more than 38 inches (965 ulluiffilubon in accordance with Section R3, ... _ .&.,--- Exceptions: R311.7.10 Special stairways. Spiral stairways and bulk- head enclosure stairways shall comply with all require- 1. The use of a volute, turnout or starting easing ments of Section R311.7 except as specified below. shall be allowed over the lowest tread. 2. When handrail fittings or bendings are used to R311.7.10.1 Spiral stairways. Spiral stairways are permitted, provided the minimum clear width at and provide continuous transition between flights, below the handrail shall be 26 inches (660 mm) with transitions at winder treads,the transition from each tread having a 71/2-inch(190 mm)minimum tread handrail to guardrail, or used at the start of a depth at 12 inches (914 mm) from the narrower edge. flight, the handrail height at the fittings or All treads shall be identical, and the rise shall be no bendings shall be permitted to exceed the more than 91/2 inches(241 mm).A minimum headroom maximum height. of 6 feet 6 inches(1982 mm)shall be provided. R311.7.8.2 Continuity. Handrails for stairways shall R311.7.10.2 Bulkhead enclosure stairways. Stair- be continuous for the full length of the flight, from a ways serving bulkhead enclosures, not part of the point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail required building egress,providing access from the out- ends shall be returned or shall terminate in newel posts side grade level to the basement shall be exempt from or safety terminals. Handrails adjacent to a wall shall the requirements of Sections 8311.3 and 8311.7 where have a space of not less than 1'/2 inch(38 mm)between the maximum height from the basement finished floor the wall and the handrails. level to grade adjacent to the stairway does not exceed 8 feet (2438 mm) and the grade level opening to the Exceptions: stairway is covered by a bulkhead enclosure with 1. Handrails shall be permitted to be interrupted hinged doors or other approved means. by a newel post at the turn. 8311.8 Ramps. 2. The use of a volute, turnout,starting easing or R311.8.1 Maximum slope.Ramps shall have a maximum starting newel shall be allowed over the lowest slope of 1 unit vertical in 12 units horizontal(8.3-percent slope). rip-size.All required handrails shall be of Exception:Where it is technically infeasible to comply z - of the following types or provide equivalent grasp because of site constraints, ramps may have a maxi ability. mum slope of one unit vertical in eight horizontal 1. Type I. Handrails with a circular cross section (12.5-percent slope). shall have an outside diameter of at least 11/, R311.8.2 Landings required. A minimum 3-foot-by-3- inches(32 mm)and not greater than 2 inches(51 foot(914 mm by 914 mm)landing shall be provided: mm).If the handrail is not circular,it shall have a perimeter dimension of at least 4 inches (102 1. At the top and bottom of ramps. mm) and not greater than 6'/4 inches (160 mm) 2. Where doors open onto ramps. with a maximum cross section of dimension of 21/,inches(57 mm).Edges shall have a minimum 3. Where ramps change direction. radius of 0.01 inch(0.25 mm). 2012 INTERNATIONAL RESIDENTIAL CODE® 61 • s BUILDING PLANNING R311.8.3 Handrails required. Handrails shall be pro- 2. Guards on the open side of stairs shall not have vided on at least one side of all ramps exceeding a slope of openings which allow passage of a sphere 43/s one unit vertical in 12 units horizontal (8.33-percent inches(111 mm)in diameter. slope). R312.1.4 Exterior woodplastic composite guards. R311.8.3.1 Height. Handrail height, measured above Woodplastic composite guards shall comply with the pro- the finished surface of the ramp slope, shall be not less visions of Section R317.4. than 34 inches (864 mm) and not more than 38 inches R312.2 Window fall protection. Window fall protection ** (965 mm). shall be provided in accordance with Sections R312.2.1 and R311.8.3.2 Grip size.Handrails on ramps shall comply R312.2.2. with Section R311.7.8.3. R312.2.1 Window sills. In dwelling units, where the R311.8.3.3 Continuity. Handrails where required on opening of an operable window is located more than 72 ramps shall be continuous for the full length of the inches (1829 mm) above the finished grade or surface ramp.Handrail ends shall be returned or shall terminate below,the lowest part of the clear opening of the window in newel posts or safety terminals. Handrails adjacent shall be a minimum of 24 inches (610 mm) above the to a wall shall have a space of not less than 11/2 inches fininshed floor of the room in which the window is (38 mm)between the wall and the handrails. located. Operable sections of windows shall not permit openings that allow passage of a 4-inch-diameter (102 mm) sphere where such openings are located within 24 SECTION R312 inches(610 mm)of the finished floor. GUARDS AND WINDOW FALL PROTECTION Exceptions: R312.1 Guards.Guards shall be provided in accordance with 1. Windows whose openings will not allow a 4 Sections R312.1.1 through R312.1.4. inch-diameter (102 mm) sphere to pass through R'-----312.1.1 ere required.Guards shall be located along the opening when the opening is in its largest (__ oltetr. ' a king surfaces, including stairs, ramps and opened position. landings, that are located more than 30 inches (762 mm) 2. Openings that are provided with window fall pre- measured vertically to the floor or grade below at any vention devices that comply with ASTM F 2090. point within 36 inches (914 mm)horizontally to the edge of the open side. Insect screening shall not be considered 3. Windows that are provided with window opening as a guard. control devices that comply with Section R312.2.2. R312.1.2 Height.Required guards at open-sided walking surfaces, including stairs, porches, balconies or landings, R312.2.2 Window opening control devices. Window shall be not less than 36 inches (914 mm) high measured opening control devices shall comply with ASTM F 2090. vertically above the adjacent walking surface, adjacent The window opening control device, after operation to fixed seating or the line connecting the leading edges of release the control device allowing the window to fully the treads. open,shall not reduce the minimum net clear opening area of the window unit to less than the area required by Sec- Exceptions: tion R310.1.1. 1. Guards on the open sides of stairs shall have a height not less than 34 inches (864 mm) mea SECTION R313 sured vertically from a line connecting the lead AUTOMATIC FIRE SPRINKLER SYSTEMS ing edges of the treads. 2. Where the top of the guard also serves as a hand- R313.1 Townhouse automatic fire sprinkler systems. An rail on the open sides of stairs, the top of the automatic residential fire sprinkler system shall be installed guard shall not be less than 34 inches(864 mm) in townhouses: and not more than 38 inches(965 mm) measured Exception: An automatic residential fire sprinkler system vertically from a line connecting the leading shall not be required when additions or alterations are edges of the treads. made to existing townhouses that do not have an automatic R312.1.3 Opening limitations.Required guards shall not residential fire sprinkler system installed. have openings from the walking surface to the required R313.1.1 Design and installation. Automatic residential guard height which allow passage of a sphere 4 inches fire sprinkler systems for townhouses shall be designed (102 mm)in diameter. and installed in accordance with Section P2904. Exceptions: R313.2 One-and two-family dwellings automatic fire sys- tems.An automatic residential fire sprinkler system shall be 1. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a installed in one-and two-family dwellings. guard, shall not allow passage of a sphere 6 Exception: An automatic residential fire sprinkler system inches(153 mm)in diameter. shall not be required for additions or alterations to exist- 62 2012 INTERNATIONAL RESIDENTIAL CODE® NW • • BUILDING PLANNING the door, provided the door does not swing over the poses of this section all dimensions and dimensioned sur- stairway. faces shall be exclusive of carpets,rugs or runners. R311.3.3 Storm and screen doors. Storm and screen '311.7.5.1 ' ers.The maximum riser height shall be doors shall be permitted to swing over all exterior stairs --° --•- 96 mm).The riser shall be measured verti- and landings. cally between leading edges of the adjacent treads.The R311.4 Vertical egress.Egress from habitable levels includ- greatest riser height within any flight of stairs shall not ing habitable attics and basements not provided with an exceed the smallest by more than 3/8 inch (9.5 mm). egress door in accordance with Section R311.2 shall be by a Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than ramp in accordance with Section 8311.8 or a stairway in 30 degrees(0.51 rad)from the vertical.Open risers are accordance with Section 8311.7. permitted provided that the opening between treads R311.5 Construction. does not permit the passage of a 4-inch-diameter (102 R311.5.1 Attachment. Exterior landings, decks, balco- mm)sphere. nies, stairs and similar facilities shall be positively Exception: The opening between adjacent treads is anchored to the primary structure to resist both vertical not limited on stairs with a total rise of 30 inches and lateral forces or shall be designed to be self-support- (762 mm)or less. ing. Attachment shall not be accomplished by use of toe 8311.7. cads.The minimum tread depth shall be nails or nails subject to withdrawal. 1 ', hes(254 mm).The tread depth shall be measured R311.6 Hallways.The minimum width of a hallway shall be horizontally between the vertical planes of the foremost not less than 3 feet(914 mm). projection of adjacent treads and at a right angle to the R311.7 Stairways. tread's leading edge. The greatest tread depth within R311.7.1 Width. Stairways shall not be less than 36 any flight of stairs shall not exceed the smallest by inches(914 mm)in clear width at all points above the per- more than /8 inch(9.5 mm). miffed handrail height and below the required headroom R311.7.5.2.1 Winder treads. Winder treads shall height. Handrails shall not project more than 4.5 inches have a minimum tread depth of 10 inches(254 mm) (114 mm)on either side of the stairway and the minimum measured between the vertical planes of the fore- clear width of the stairway at and below the handrail most projection of adjacent treads at the intersec- height,including treads and landings,shall not be less than tions with the walkline. Winder treads shall have a 3142 inches(787 mm)where a handrail is installed on one minimum tread depth of 6 inches (152 mm) at any side and 27 inches(698 mm)where handrails are provided point within the clear width of the stair. Within any on both sides. flight of stairs, the largest winder tread depth at the Exception: The width of spiral stairways shall be in walkline shall not exceed the smallest winder tread accordance with Section R311.7.10.1. by more than 3/8 inch(9.5 mm). Consistently shaped winders at the walkline shall be allowed within the R311.7.2 Headroom.The minimum headroom in all parts same flight of stairs as rectangular treads and do not of the stairway shall not be less than 6 feet 8 inches(2032 have to be within 3/8 inch(9.5 mm) of the rectangu- mm) measured vertically from the sloped line adjoining lar tread depth. the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. R311.7.5.3 Nosings.The radius of curvature at the nos- Exception:Where the nosings of treads at the side of a ing shall be no greater than 9/16 inch(14 mm).A nosing not less than 3/4 inch (19 mm) but not more than 11/4 flight extend under the edge of a floor opening through inches (32 mm) shall be provided on stairways with which the stair passes, the floor opening shall be solid risers. The greatest nosing projection shall not allowed to project horizontally into the required head- exceed the smallest nosing projection by more than 3/8 room a maximum of 43/,inches(121 mm). inch (9.5 mm) between two stories, including the nos- R311.7.3 Vertical rise.A flight of stairs shall not have a ing at the level of floors and landings.Beveling of nos- vertical rise larger than 12 feet(3658 mm) between floor ings shall not exceed'/2 inch(12.7 mm). levels or landings. Exception:A nosing is not required where the tread R311.7.4 Walkline. The walkline across winder treads depth is a minimum of 11 inches(279 mm). shall be concentric to the curved direction of travel through the turn and located 12 inches(305 mm)from the R311.7.5.4 Exterior wood/plastic composite stair side where the winders are narrower. The 12-inch (305 treads. Wood/plastic composite stair treads shall corn- mm) dimension shall be measured from the widest point ply with the provisions of Section R507.3. of the clear stair width at the walking surface of the R311.7.6 Landings for stairways.There shall be a floor winder. If winders are adjacent within the flight,the point or landing at the top and bottom of each stairway. The of the widest clear stair width of the adjacent winders shall minimum width perpendicular to the direction of travel be used. shall be no less than the width of the flight served. Land- R311.7.5 Stair treads and risers. Stair treads and risers ings of shapes other than square or rectangular shall be shall meet the requirements of this section. For the pur- permitted provided the depth at the walk line and the total 60 2012 INTERNATIONAL RESIDENTIAL CODE® N 1'4675" E_ r - _ __ o Rg !..h iv 1 pg . 1 !; I; ill ' Pi ,�, li 1 III li di! 1i l AV i 7. 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L t, _ i ; \ 1, §5 ; I Q r= , IL Y f d 11 t I �----4-1-- 1 1 111■ H # § {, (— t t 1 t J t, II : lib i1 i ti J j/. 1 M Rai it I Z'J --- { , / 1 r` 8s 1, . �, i el Ili y X11 1 ti�0 t��) E iii ii 1 a ''.,1 1g gg IL r , , 1 as g I , 3 .P. ig 8 3.62.9b.1 N BROCKMAN BUILDERS INC Page 1 of 2 • • Washington State Department of Labor & industries BROCKMAN BUILDERS INC Owner or tradesperson 33165 HOFFMAN RD NE KINGSTON, WA98346 BROCKMAN, PETER J 360-638-1125 Principals KITSAP County BROCKMAN, PETER J, PRESIDENT BROCKMAN, JULEE A, SECRETARY Doing business as BROCKMAN BUILDERS INC WA UBI No. Business type 602 421 012 Corporation License Verify the contractor's active registration/license/certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BROCKB19610N Effective—expiration 09/15/2004—09/17/2014 Bond RLI INS CO $12,000.00 Bond account no. SRS1009606 Received by L&I Effective date 09/15/2004 09/09/2004 Insurance AMCO Ins Co $1,000,000.00 Policy no. ACPACT07524313250 Received by L&I Effective date 03/27/2014 04/15/2011 Expiration date 04/15/2015 Insurance history Savings https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602421012&LIC=BROCKBI9610N&SAW= 5/8/2014 Screen: 01 REAL PROPERTY MASTER Mode: INQUIRY • Parcel # 000601074005 �o Cd 260107411440 Auto Roll : OFF S7 T26 R1W Nbhd Cd 1330 TAX 5(LESS TAX 35) T/W S1/2 TL TAX D ADJ Loc ID * Taxpayer Cd GRAH 7070 GRAHAM, STEVEN T/P Chg Dt 11/25/2003 * Title Owner T/P Chg Usr KELLI Tax Code 0441 Status TX TAXABLE Land Use 1100 RES-SINGLE Affidavit 98663 Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer GRAH7070 STEVEN GRAHAM BELINDA GRAHAM 2173 FIELDING RD RIVERSIDE CA 92506-1551 Search Key CMD 6: End Window CMD 7: End of Job N ('46'25"E _ G ---'�7l 8 Di i i iLC °1:1 cw0 ! 'i l II !11I! I 1 ! I 1 iii 1, li li 14) fF >\ Yi;1 i I i* 11 f$ 1214 ‘- ' ,� , �/' i o -{ to '( �� $ �II 4 P jai e -,„, __ r I N li i ! \ 4 , , r�t q -f ' --:II--_ -' IIIrn I , :, in ' ri %' ii -j `' ' ip e 3 r {I x %--; k-. z f 1141 111 WTI .I. w 'f „ T - 11 Q ' r 17 -- _ _ - 1 t" 1 JU N + � -- -` t I I ; if: 1 � � � � p. 1 411 I ,+ + ;m f-'L -- - - f- ci � I o rp-; --� 1 w R r it W P4 , I ,t1 t I n t ,r1w 1 �- �ri_ , /! k I - L_; bo Z! 1 to t� (li T _ _ t I I l I qpg `' ' p L_'�� r""=1'.....-'4 .,._.� 22• 1 a _ , , j run ter eaactee Il 11 li r 1 Isit I _ - CdW�tIIEIOAOC F-, • O , --;-- 1),.. n 4 I I I '' O i „154 - I b' y ,a 'b I •• O 0 I 6 : - 0 i f • �1 ri 7) �O�t % 03�� w t� I 3___ _____2) ( Xi g i.,z „.(e i 2 °I-,-.-„--_, t 1 0 o ---4 o c TV rn m z O iC:1 M 9 1 r.i , (1... JJ D L \TTY t.� 919 south Peabody St ��I jjjT.lL1J t ER( 1111 i1 /II I Port �+I. o DATE to 3a.� 1726"i"` o� Angeles. WA RaYsEk ,-22-b - I STr:VE & BELINDA GRAHAM ARCHITECTS notte:�seo>;4sz-eus cowl ro.war i«iEt«,.-5•w ya*(aaay ssz=4os4 POINT WHITNEY ROAD, BRINNON .\. trasmose•rerress, * I h*,S4 4;1: ?',i1 .,; co ''dQ co ac d • . , . . . ,./ 1 R © ,, ) \ }44|�* \ ) ` ® � !f a $ ){ {\ > {--> % } §%, \ ` ®0.t..''357./ \\/ ] !f� . ;7 \ f |® 2 !\7 & 4 \. � \ & PLJ1 Ii . ! . . . . . \ r } • . yw, °c�{ JEFFERSON COUNTY ��JJJ t7ffJ' FF DEPARTMENT OF COMMUNITY DEVELOPMENT 9y z 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.coj efferson.wa.uslcommunitydevelopment NWrN6C Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd(?a.co.jefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): S4-air , 4o e b,e'cttie) Tax Parcel Number. (DO 107 4/0OS Property Size: 2 3 (acres/square feet) Site Address and/or Directions to Property: "Vag -Po t ell- Gbh i-+hc j. 1Zd..) 6 r-t nn O? / k(4-. 9'8,-,32e) Property Owner(s)of Record: S+ev 2 a•to 661;rtd 4 Gra£1y - Telephone: 9...S 1 —779'—t 15.3 Fax: email: Mailing Address: 2r13 t=ieldt43 f29., Qivev:cic .. , Cr. 92.5Q(o--(SS"I Applicant/Agent(if different from owner): Pei?", god t+nail, Brack lri?,Ruiidete.r�✓1c_ Telephone: 3too—63g— •12$- Fax: email 7hrv_EkmF7 21� Mailing Address: • o. 8o c /R1 k'I. �'O!!, 4,�rf�_ 9,P'.5Y( -P4.r,44Arlk,?E - What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ,,building Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance(Minor, Major or Reasonas r ea tic• ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or CI '. ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Us.. PrCa Z 0 ❑ Commercial* ❑Special Use(Essential Public Fa Oe ** �/ � ❑ Change of Use ❑Boundary Line Adjustment Ii % t�,v ❑ Address ❑Road Approach ❑Short Plat** ,' iii4y ❑Home Business ❑Cottage Industry ❑Binding Site Plan** -. 7 201 ❑Propane ❑Long Plat** `., ❑Sign ❑Planned Rural Residential ■- - .. ertt(PR`4'11„,,.$-ndments** ❑Allowed"Yes'Use Consistency Analysis ❑Plat Vacation/Alteration ,R ,� ❑Stormwater Management ❑Shoreline Master Program Exemption/Perm SIon /' ' ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development ' IOpMFNT ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment o 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 Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate? ereotrna 8rbdc$ttt gwldrriSt o act as my agent in matters relating to this application for permit(s). _OWNER SIGNATU- lid +v y 'Bala 1 yJ`°'”""\ Date: /17/i y 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 Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applicati• /.the or •-y is prior notice. \ �'- 7 Signature: f1; ,_ _ .. ..l. . Date: A-4Y 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.re in compliance with th,Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tran -r - responsibility for adh-. to and comps ing with the ESA. The Applicant has read this disclaimer anc�signs and dates it below. r--�► Signature: '.�L ' 4V �r� Date: C2- it ,"/ y I S )1 v 7 Z1 07/24/2013 1 i-c\\/6.---le- • • , BUILDER STATEMENT The signer of this statement••-- ereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assure'•! .• of the Gen r- .,8r...or for the proposed project. Signature: Date: 3Z'7,/i y GENERAL CO,—CTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: Srockrrrd/1 8u1 S mac. goo)b3g--1)2c ( ) MAILING ADDRESS: Po. gox I ,ings-o,t GA. cit3S/(o EMAIL pbrockMrtr?g-@eLr��li�lhk•�f CONTRACTOR'S LICENSE ) ,J ' WAIN NUMBER: 8 RoGK511(o1 ON NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: • EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other. Bedrooms: Water Supply: Existing: . Setback: ❑ Private well ❑ Two Party Type of Heat Proposed: ❑ Public Total: Name of System: If this is a Commercial Project you must answer the following: /!a Number of Parking Spaces: Current Proposed: Number of ADA Park' Spaces : '`` n ` Number of occupants(includes owners,tenants,employees,etc) Current Proposed ;i / — j( v IBC Occupancy: IBC Type of construction: Will you have Food Se TYes I No No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 4" . ' Mr Y I Underground Tank 1 Above ground Tank Size of Propane Tank: - 7 2 �4 I Heat Stove I Cook Stove I Woodstove I Fireplace Insert 1 Hot Water Tank I Pellet Stove I u■ er L---, Is this appliance being installed in a Manufactured/Mobile Home? Yes / No /7/4 r, r, v;p h01 When applying fora permit to install a propane tank you must also submit a site plan showing all of --•• ,.-1'411 p ro lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system comport M includin the reserve area. Square Footage Current Proposed s-P-1 ciL irrr b -. ;? .:-Y ., .0,off _ x .'�.. -;--_tom Main Floor Heated -;_ EH Bld App Review: 2na Floor Heated l Consistency Review: ' `--� 4-Q vim. Other Heated Base fee: Mezzanine v,.'° . Additional S on: C_( {fir G I 1 Heated Basement 7}T Plan Check fee: Unheated Basement State Surcharge fee: 75 ) Other Unheated ` _1x =. ;• Pot Water Review fee: NY Garage/Carport - SUBTOTAL Decks/5/41/Es vie Z• .--... 911/Rd Approach fee: - Other L` _� ; TOTAL:: $ ( 31 (.0 D t v. " Receipt Number. /Q-00 S? L" ` Cash/Check Number. 134/gz_n ESTIMATED COST(REQUIRED) Date: --/Li .Fair market value of all labor and materials foundation to finish 5' *7 7. r-PI Initials: ' (1–..- G:\PermitCenrer\###FORMS###\DRD FORMS\Master Permit Application 5-24-08.doc , l • /9 [6-0 trer,N,N, 4., JEFFERSON CtJUNTY v%d,I '44 COMMUNITY DEVELOPMENT ;•� 4 y t DEPARTMENT OF COM , 621 Sheridan S•t3re6e0t•7P9o-r4t 4 Townsend•Washington 98368 if f—....- 4,q 360137 efferson.wa.us/commdevelopment/ !'r OFc o 1MH,,,uNly �'{ ttP 1 E✓ 0,mrivr Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: 6.1ra/70 Y! S,4/,j DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small"medium,"or large.' The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application,or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E..SITES Size of parcel •3 Z acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet /W. 3dr sq/ft Land-disturbing activity is any activity that results in movement of earth,or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY.CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3/4 acres or more of Construction site for structures 35 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes Well,utilities,etc. sq/ft Does the project convert 2'h acres or more of native vegetation to pasture? Driveway,parking,roads,etc. sq/ft Cirde: Yes NoD Lawn,landscaping,etc. stint Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 35 so/ft Cut 0 Fill D (cu/yd) [over] stormwater calwotksheet—REV.2/202008 1 • impervious surface is a hard surface that either prey nts or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,walkways, patios,driveways, parking lots or storage areas,concrete or asphalt paving, gravel roads,packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) sq/ft Structures(all roof area) 2 4)29 sqfit Sidewalks se/ft Sidewalks seift Patios. sq/ft Patios sqfft Solid Decks 35 sgitt Solid Decks sqtft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc sq/ft Driveway,parking,roads,etc 3,O sq/ft Other sq/ft Other sqift Total New 3 5 sgift Total Existing S O 9 sgtft TOTAL NEW+TOTAL EXISTING* 5. 7 sgift 'This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment- DEVELOPMENT v.REDEVELOPMENT Divide the total e_*fteg impervious surface above by the size of the parcel and convert to a percentage: Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes,the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no,the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of 'small' projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention(SWPP) Best Management Practices(BMPs) Packet. Proponents of"medium°projects—those that must meet only Minimum Requirements #1 through #5—and for "large' projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Sionnwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, i as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected pro n. S— /71/3 (LAND• "' OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE i sto•t calcwaksheet—REV.212012008 2 S Wow NO Coastal Solutions, LLC 11027 Mennen Beach Drive NE Bainbridge island,WA 98110 206,459,7264 November 6,2013 Stephen Graham )/ I/ 11 ve, 2173 Fielding Rd /' 1 Riverside,CA 92506 /// //1 4/1,4)/ 20,74 Re: Geologic Slope Reconnaissance Graham Residence Beach Stairs or, (-)1-co ks°41 coo 764 Point Whitney Road,Brinnon, Washington Dririo Project No. 13026 Dear Mr.Graham: At your request,we have completed a geologic reconnaissance of your property located at 764 Point Whitney Road on October 23,2013 to observe and evaluate current soil and slope conditions and topography. The purpose of our study was to observe current geologic conditions of the slope and beach with regard to the proposed beach access stair structure. The proposed project is presented in the project plans titled Site Plan Stair Project, Stephen and Belinda Graham, 764 Point Whitney Road, Brinnon, Parcel#601074005 prepared by Brockman Builders, Inc. These plans were provided to us on September 17,2013. Existing Conditions The site is located on the west shore of Hood Canal overlooking Dabob Bay. The site was developed with the existing Graham residence house,driveway,and surrounding yard and landscaping. Part of our scope of work included reviewing an existing geotechnical report titled Geotechnical Report, Prepared for Steve Graham by Northwestern Territories,Inc., dated December 10,2003. This report was prepared as part of the house construction on the upland portion of the site. The upland portion of the site where the house was located consisted of a gentle slope that descended to the west away from the Hood Canal. The eastern beach slope was on the order of 45 degrees with portions of the slope near vertical. Site measurements were based on existing developed features at the site and the stair layout as provided by Brockman Builders,Inc. Total vertical relief from the top of the slope west toward the road was on the order of 30 feet. Total vertical relief from the top of the slope down to Hood Canal was on the order of 70 vertical feet. The top of the beach slope was the highest point at the site. Proposed Project The owners plan to install a wood-frame beach access stair that will consist of an upper landing at the top of the slope,three mid-slope landings,and a base landing located waterward of the ordinary high water(OHW)line at the beach. The lower stair run will be fitted with a let-down or"drawbridge"style landing. When not in use the lower stair can be raised using a winch and cable system and lowered when needed to access the beach. • • Stephen Graham November 6,2013 Project No. 13026 Vegetation Vegetation on the upland portion of the site consisted of grass lawn and landscaping around the house. Within approximately 10 feet of the top of the slope,vegetation consisted of scattered mature fir trees and dense native plant groundcover. Vegetation on the slope consisted of moderately dense stands of fir and madrona trees,with a dense understory of native shrubs including Oregon grape,salal,and berry bushes. The upland vegetation extended down to the inferred OHW mark at toe of the slope. Geology. Various geologic maps published by the Washington Department of Natural Resources(DNR), Jefferson County,and the United States Geological Survey(USGS)mapped the area as lodgment till,ablation till,and undifferentiated glacial sediments, The site is located at the margin of the Puget lowland and is geologically complex due to the interplay of regional ice sheets flowing south from Canada and local alpine glaciers flowing east from the nearby Olympic Mountains. Field observations indicate that the slope is comprised of relatively thin layer of lodgment till overlying consolidated silt sand and gravel lenses on the lower slope. A discussion of each unit encountered is presented below from youngest to oldest. Vashon Lodgment till The upper approximately 10 feet of the beach slope showed exposed,very dense,silty sand with gravel interpreted as Vashon lodgment till. These sediments were deposited during the last major glaciation of the Puget lowland,between approximately 15,000 and 18,000 years ago.As the regional Vashon ice sheet advanced south through the area,a mixture of gravel, sand,silt and clay entrained in the lower portion of the glacier which was deposited directly onto the pre-existing landscape. The upper 2 to 3 feet of weathered till is less dense and showed signs of bioturbation(root wedging,animal burrows)and reduced gravel content due to cycles of freeze-thaw. The unweathered till exhibits high shear-strength and low compressibility characteristics but is subject to undercutting and mass-wasting through spalling and toppling. The mid and lower portions of the slope consisted of randomly interbedded sand and gravel with isolated lenses of silt. These sediments are interpreted as older undifferentiated glacial sediments deposited prior to the Vashon ice sheet and may represent Vashon outwash sediments or older sediments derived from alpine glaciation of the area Similar to the overlying Vashon lodgment till,these undifferentiated sediments have been overridden by the weight of thousands of feet of glacial ice and typically exhibit low compressibility characteristics. Despite their relative strength,these older sand and gravel sediments are highly susceptible to wave erosion when exposed. Colluvium The outer 1 to 3-feet of soils on the slope consists of colluvium. Colluvium is the collection of eroded soils and the products of mass-wasting that collects at the toe of steep slopes. While Coastal Solutions, LLC Page 2 • • Stephen Graham November 6,2013 Project No. 13026 not considered a landslide hazard,the colluvium is loose,bioturbated,and is the growing medium for woody root structured plants on the slope. The colluvium and weathered soils on the slope are subject to soil creep,which is the natural,slow,downward movement of the soils over time Soil creep can be seen in the form of gently curved tree trunks and other vegetation growing outward instead of straight up. The toe of the slope consisted of discontinuous colluvium where landslide debris and eroded sediments from the upper slope collected at the beach. Slope angles were on the order of 1H1V. Colluvium is highly susceptible to erosion where exposed to wave action due to the lack of soil structure and low density. Colluvium is actively recruited by wave action and contributes to littoral sediment in the area When the supply of eroded material contributing to the colluvial toe exceeds the volume of soil being eroded by wave action at the toe,the colluvium tends to build. In contrast when the volume of soil eroded at the toe exceeds the supply of eroded material from above,the colluvial toe recedes. Drainage We noted that roof drains were routed to an underground drainage system that discharged to the west toward the road and a small existing pond between the road and the house. We saw no evidence of uncontrolled surface water drainage on the site and no indications of erosion or concentrated surface water flow that could result in destabilizing the slope. All surface water drainage systems should be closely monitored for proper function and to verify that all collected stormwater from the upland is routed to a safe,low-energy discharge point near the toe of the slope. Conclusions Stair Structure From a geotechnical perspective,construction of the proposed stair structure is feasible. Due to the presence of loose,weathered surficial soils on the slope we recommend a deep,pier- style foundation for all structural elements of the stairs. Stairs properly founded on 6 x 6-inch diameter wood beams encased in concrete and embedded a minimum of 4-feet below the surface of the slope will have the highest resistance to surficial soil creep with no adverse affect on the slope. The foundation elements,estimated to penetrate 4-feet below the ground surface,will effectively transfer vertical structure loading through the loose unsuitable soils subject to soil creep into the more competent sand and gravel below. Minor disturbance of vegetation on the slope where the foundation elements will be located will occur during construction. However revegetation of the area and care taken to re-establish the beach grade using hand tools will minimize any impact. Coastal Solutions, LLC Page 3 Stephen Graham November 6,2013 Project No. 13026 Recommendations • We recommend the use of 6 x 6-inch treated wood posts with concrete support as shown on the project plans provided by Brockman Builders. This type of foundation provides downward vertical capacity only and minimal lateral or uplift capacity. If either lateral or uplift capacity is required,beyond that which is provided by the stair structure itself,an alternative piling design should be considered. • Once installed,the owner should perform routine, long-term monitoring of the stair structure foundation and slope in the area. Repairs should be made as necessary. While the construction of the stair structure will not decrease slope stability,all steep slopes are subject to natural erosion and landslide activity that could result in damage to the stairs. The piling foundation will support the stair structure but will not buttress or reinforce the slope in any way. • All disturbed areas should be replanted with native,low-growing,woody root structure plants where appropriate. Construction should occur landward of the ordinary high water(OHW)mark and care should be taken to minimize disturbance along the lower colluvial toe. The placement of the lower landing at the toe of the slope will have no adverse impacts to shoreline geomorphic conditions including littoral sediment movement along the shore. Limitations This letter was prepared based on a limited field reconnaissance that consisted of identifying on-site soil and topographic conditions that could give rise to the existence of landslide hazard areas at the site. With the exception of shallow hand excavated test holes on the slope,no subsurface explorations were performed by our firm and quantitative slope stability or seismic analyses for the site was beyond the scope of work for this study. Landslide activity to varying degrees will occur on the slope in the future. The conclusions and/or recommendations in this report cannot provide a guarantee of stable slopes,but are meant to aid the owner in understanding and managing landslide hazard areas on the site. The steep beach slope is a landslide hazard area and should be monitored closely for any signs of instability.The opinions in this letter do not constitute a legal opinion or a warranty,express or implied. This letter was prepared for the exclusive use of Stephen Graham and his agents with specific application to the project site. Coastal Solutions, LLC Page 4 • • Stephen Graham November 6,2013 Project No. 13026 It has been a pleasure to provide these services to you. If you have any questions,please do not hesitate to call. Sincerely, COASTAL SOLUTIONS, tic ( f ,' --'ti,.,.■A'S's . 4 ' . :""1111,■,_ '41 - k i .. Ai \ N. y.cl w 44 il . -- ., - e4 53 'k _1 1 IST6CG . t7 iii\iii:.: , _. ..._2s — 0\o ii I CAD I ' 1°N AL S\4. 1 A ° — . .—= Robert F.Cousins,LEG Nina L.Cousins,P.E. Principal Geologist Principal Engineer rob @coastalsolns.com nina@coastalsolns.com Attachments: Construction drawings by Brockman Builders Inc.(2 sheets) cc:Peter Brockman,Brockman Builders Coastal Solutions, LLC Page 5 ,. 4 . I. 4 • • . I • ,--.1"` C::'t..'!--':',.‘" /1 . , . , ... 40.ir -,.. 11/ ill It 4- 1011, 5--r- ki --.„'-` el..,.--z/z._.?1,....,-0 1-r,,- 6-<...7\1-1-Az-ffr-N-, 4 # -- 101, 7 4,L( Po; -c '-- -1 f't '''-7-LIT:, '1" kr---Lt=-3 f. 446, 4. °1:,,rePi-- , ...)0 t....,, 4 ‘ "N-- ' 01---1 O10-,-NO . efr 4000. 40fr Awiloo*01.: A • •-:.--4,046,* IS* .4044k . S1111‘1140._ s*. 4 ....------ C . ....6*-11111.11104, - t , 1 w NO: r mow. -:`:.-\\-1,.\\\--..-----;\- 11 +" 7Y. ,.,.f_... t. ; '-. 7 t i I v - 4• ' ; 7 Y \'. ,......-r ` N..1!J N.. \'-.st, i 4)Y rwesl>--f. ° 1 S ■ J • MAY 7 2014 JEFFERSON COUNTY - ' � A DEPARTMENT OF COMMUNITY DEVELOPME T JEFFERSON COUNTY DEPT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 ` TNO�O 360/379-4450 360/379-4451 Fax CRITICAL AREAS STEWARDSHIP PLAN(CASP)AGREEMENT FOR STAIRS TO SHORELINE Applicant Steven Graham Representative Peter Brockman Parcel Number(s) 601074005 Date 2/14/14 MLA 13-00076 CSP I-)—oabo I Prepared by Peter Brockman To use this form,the following CASP requirements must be met: • The proposed stairs shall be constructed for residential use only;and • The property is 0.25 acre or larger;and • This Agreement demonstrates equal or greater protection of critical areas has been provided, relative to that provided by the prescriptive buffer widths. This form cannot be used if any of the following are met: • The bottom of the steps will be placed in a Category I wetland;or • Fill will be placed in a Fish and Wildlife Habitat Conservation Area(FWHCA)or a wetland;or • Grading will be required within a FWHCA or wetland;or • A county,state,or federal agency or a Tribal entity determines that the functions and values of the FWHCA or wetland will be comprised as a result of implementing this Agreement. Type of Development Single family residence stairs to shoreline Size of Property 2.3 acres Critical Area: ❑ Wetland 124ildlife Habitat Conservation Area Is Wetland a Category I Wetland? ❑Yes „E'No ❑ N/A Wetland or Fish and Wildlife Habitat Conservation Area Fill Involved? ❑Yes ,-ifr-No The following shall be submitted by the applicant to implement this Agreement: • Site Map(showing location of the proposed activities,existing vegetation in critical area and buffer,structures to be placed in a critical area and/or buffer;final grading contours;surface water locations) • Site Plan(showing entire parcel,development proposal,and all critical areas) • Wetland Delineation Report(if applicable,including category and prescriptive buffer width) • Performance Bond Worksheet c:\users\iulee\documents\iulee\brockman builders\graham casp.doc REV. 5/5/2014 Page 1 • i The following briefly describes the existing(pre-construction)environmental conditions and summarizes the potential impacts to FWHCAs,wetlands,and/or buffers. Fill in all blanks;if any question is not applicable,write'N/A'in the space provided. For each of the following,describe: Existing vegetation on the property along the top of the slope salal, evergreen huckleberry, madrona &fir trees and ferns Existing vegetation along the slopes madrona,fir, cedar, poison oak,salal,Scot's broom &Oregon grape Existing vegetation in shoreline gravel shore Existing vegetation on the property cedar,fir&alder trees,grass&native shrubs Location and type of non-native and/or invasive species present Scot's broom on slope Amount and type of vegetation to be removed minimal brush vegetation removed/trimmed. Shrubs can continue to grow under stairway. No mature trees will be removed. Any other surface water on the property or within 300 feet of the property stormwater retention pond Qualitative hydrologic assessment N/A Any mapped wildlife habitats no Any federally-listed species observed on-site no Potential impacts to wildlife due to construction and operation of the stairs The stairs will be mostly elevated to allow wildlife passage and vegetation growth. No mature trees will be removed. Any other critical area on the property or project vicinity no Existing buffer conditions trees,shrubs,groundcover and grass Any existing human disturbances trail Assessment of functions and values Native vegetation at top of slope and on slope has function of erosion control and habitat for birds. The impacts through native brush vegetation should be minimal. Assessment of impacts to functions and values(including square footage of impacts) Total area of impact of new construction approx. 65 sq.ft.1(2 sq.ft.x 20 posts)+25 sq.ft.top landing at ground level) ***Attach Photographs Showing Stair Location,Buffers,and Property*** Applicant S, t�(4 gre-i--ren MLA a-ewe 7' ' .d �.�_� .Page2 • • As part of this Agreement,the applicant shall specify the goals and objectives of the mitigation proposal and shall agree to the mitigation requirements checked below: Goal of the CASP mitigation Planting shrubs to increase native plants found in existing landscape at top of slope and remove scot's broom on slope. Objectives of the CASP mitigation Plant 4 native shrubs along top of slope and remove 5 scot's broom shrubs on slope +, If vegetation is to be planted,all of the following shall be included in the CASP: Number and species of native plants to be installed(by both scientific and common names): 4 Evergreen Huckleberry,_Vaccinium ovatum, 1 gal. size Native trees shall be planted at 10-foot on-center and native shrubs shall be planted at 6-foot on-center, as shown on attached site plan. Herbaceous vegetation shall be installed as per attached site plan. Mulch shall be placed around the installed plants for depth of 3 inches,with mulch being placed no closer than 2 inches from the stem or base of the plant. Installed plants shall be watered for the first two summers after planting. Plant survival rates shall be as follows: 100%for Year 1;90%for Year 2;and 80%for Years 3 through 5. Replanting shall be required for any plants that fall below the above survival thresholds. Non-native species shall be manually removed from the areas shown on the attached site plan, and the percent cover of non-native species shall be maintained at less than 15%throughout the 5-year monitoring period. If CASP involves adding habitat features(other than vegetation),the following shall be included: Number and type of features to add,as shown on attached site plan Habitat features must be present during Monitoring Years 1 through 5. Any habitat features that cannot be found during monitoring shall be replaced. V All creosote logs shall be removed from the beach prior to final approvals. (currently there is none) Applicant . 11/ti9 gre4to9 MLA /5-010076, Page 3 • • VA!,man-made garbage and/or other deleterious objects shall be removed from beach prior to issuing the shoreline permit,and shall be maintained by the landowner during the 5-year /monitoring period. t/ An as-built will be submitted to Jefferson County Development Review Division within 30 days of /plant installation. l/ Monitoring will be conducted during the summer for Monitoring Years 1,2,3,and 5. Summer monitoring may be required if plants fall below the survival thresholds listed above or if other mitigation measures are not present. Monitoring may be required by Jefferson County in Year 4 if monitoring in Years 1 through 3 indicates that any of the CASP mitigation measures are not being met. Monitoring reports shall be submitted to Jefferson County Development Division by October 31 .------in Monitoring Years 1,2,3,and 5(and in Year 4 if required by Jefferson County). Photographs from established photo points shall be included in annual monitoring report. A performance bond shall be submitted to Jefferson County Department of Community Development prior to issuance of shoreline permit. If other mitigation is proposed,describe in detail: ***Attach site plan showing location of mitigation*** Agreement/Standard Disclosure In signing this Agreement,the applicant understands and agrees to all of the conditions listed above. Further,the applicant agrees to save,indemnify and hold harmless Jefferson County, including staff, against all liabilities,judgments,court costs,reasonable attorney's fees and expenses that may in any way accrue against Jefferson County as a result of or in consequence of the granting of this Critical Areas Stewardship Plan Agreement. The applicant further agrees to provide access and right-of-entry to Jefferson County and its employees, representatives,or agents for the sole purpose of conducting site visits during regular business hours to review the application and to monitor the mitigation effort-. Staff access and right-of-entry will be assumed unless tie applicant informs the County in writing at the time of the application that(s)he wants prior notice. / ---- Signature �1 �i't�'l-�/f-� Date �-:< %_:Ate I, i Applicant eve..? 6,4}7,0. MLA // 0` ' Page 4 ■••■■■•••■, NONNIES 'GYM naulibillird 1..-77:-:::::zit tar011111 717103 9119-2Sr toar.) -,...md riV}Pia0 Ira MSS 28 glipl.S : . a-a-2.422SLiSli ZN25 YA v.i.XXI'Pod :ta.,-...e.i...,_1 .: la,,,---......-:,--1 *0-G•CI MVO 1g Ipaq 614 — tf•, r i Ze, at if.j • 5 55 4, .. 4,1 ,• ;._ • < a v "F'14,n4 1(15 PI i.-1 iy44106 itl . t 0 0 .., 1 , 2 '. i 4 ... )( 1 Ca 0 'e. ,....Ncvir i fle+" 1 re ,r )< ' -ver.j.(eeel t-ktic-Izle6t"rr - ! 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' .. %o'- i s ? ';.. '�x` a -. �.r�,x ,,,•,..,..,.. ° -,�"" + x� a a j i%v,1. - �,. •'s may `" r ," ,,'1;3b- £�' r� 4 r' 'J" -��vT J �l bar *ii �"°•- ' ' ' ' ' ,,, ,.,,:. ' 's..'.1,";',4...''''''';': Iffp, d ,'�`� �y 14, gy• e a r s ie. -.a e .Q:i- st ar , a r-�` f � ` „- ,AS.Y - t'iy'ate„ .' ',.+ _ lw _ r • Jefferson County Building Division Permit Number: BLD14-00165 Applicant: GRAHAM BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next 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 5/28/2014 Erosion Control 5/28/2014 °"---- ..- Post Holes 5/28/2014 VtA)5c.- I ,eAS 1D1D Aior C-e V w/J i3 jc.. Straps(hold downs) 5/28/2014 r1-° Blocking 5/28/2014 A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD14-00165 \\CASP required. Applicant shall comply with the conditions of CSP14-00001 approval. No A0v0 final building approval until applicant meet coditions of approved CASP CSP14-00001. 2.) 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. 3.) The site plan as submitted with the Building Permit application on May 7, 2014 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 May 8, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) DWJ \\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 6/5/2014 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00165 Received Date: 5/8/2014 SITE ADDRESS: 764 POINT WHITNEY RD Issue Date 6/5/2014 BRINNON, 98320 Expiration Date 6/5/2015 OWNER: STEVEN GRAHAM PHONE: 951-779-1153 BELINDA GRAHAM 2173 FIELDING RD RIVERSIDE CA 92506-1551 SUBDIVISION: Block: Lot: TX 5+ PARCEL NUMBER: 601074005 Section: 7 Township: 26 N Range: 01 W CONTRACTOR: PETER BROCKMAN PHONE: 360-638-1125 BROCKMAN BUILDERS INC. PO BOX 186 KINGSTON WA 98346 Contractor's License BROCKB19610N Expires 9/17/2014 PROJECT DESCRIPTION: STAIRS TO BEACH TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 17,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $234.00 JLA 05/07/14 148659 Exist: Exist: Plan Check $152.10 JLA 05/07/14 148659 Prop: Prop: State Building Code $4.50 JLA 05/07/14 148659 Total: Total: Total: $390.60 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 3pm the day before 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