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HomeMy WebLinkAboutBLD2008-00305 • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 Al Scalf, Building Official PERMIT #: BLD08-00305 SITE ADDRESS: 253 HOLLYBROOK HEIGHTS LN Issue Date: 11/24/2009 QUILCENE, 98376 Final Date: 11/28/2011 APPLICANT: MARIAH G MERIAM PHONE: 360-830-5142 390 WINSLOW WAY N BAINBRIDGE ISLAND WA 98110-2508 SUBDIVISION: Block: Lot: TX 55 PARCEL NUMBER: 702142013 Section: 14 Township: 27 N Range: 02 W PROJECT DESCRIPTION: NSFR W/ 500 GAL U/G PROP TANK THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON11/28/2011 I:\F_BLD_Occupancy.rpt 10/29/19 Plmi— Je'ferson County Building •sion Permit Null BLD08-00305 Applicant: MERIAM BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 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 Minimum setback from Hollybrook Heights Lane right-of-way shall be 20 feet. Minimum north and south property line setbacks shall be 5 feet. Minimum west property setback shall be 100 feet to the designated rural forest lands. Erosion Control SEE CONDITION 2 Foundation Footing Footing Drains Foundation Stem Wall II"2)l"°1 Ft4r" ige frl,gi (.cam` W ca b�?qv 61 1J0,1.L .. 1`-r I.IL Underground Plumbing „ -- C, Under Floor Framing • Straps(hold downs) Ext. Shear Wall Nailing Rough-in Plumbing _u'_0 Framing to/` l [ Pirseal Iligro.:4,bInsulation:Walls u Insulation: Floors n+ 'l0 — - �l-.Al; I� '1't�k.,L kii)0 ►�eriw,e.r �. r R- Iv/ 1/21, Insulation:Ceiling l( 11 G( FO coos J�v,CQ� lb-) (C-‘" ailing (l Tom" U Wallboard Nailing ( --,,Z.6., -/6 AL_ 4/1 pi I, Gas Line: Interior (o r`k�f c Gas Line: Exterior r' (,(IZ0 i0 Propane Tank (A, -2.0—(6 q,--- 14(-9-•TiA-t-)IL `1 Heat/Chimney Clearance ui 2sru Drywell/Alt Drainage f '2 (t SEE CONDITION 1 FOR SPLASHBLOCKS Address Posted Telt( 1. tto., Zr perr, y-1 I , ------ FINAL INSPECTION i'J/tc FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR IPUILDING PERMIT APPLICA1!N MLA08-00332 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD08-00305 Received Date: 7/9/2008 SITE ADDRESS: 253 HOLLYBROOK HEIGHTS LN QUILCENE, 98376 OWNER: MARIAH G MERIAM PHONE: 360-830-5142 11530 SEABECK HWY NW SEABECK WA 983809560 SUBDIVISION: Block: Lot: TX 55 PARCEL NUMBER: 702142013 Section: 14 Township: 27 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: KEVIN COKER PHONE: 360-385-2739 814 GARFIELD ST PORT TOWNSEND WA 98368 PROJECT DESCRIPTION NSFR W/ 500 GAL A/G PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,682 VALUATION 350,000.00 ADD'L: HEAT TYPE: RAD CODE EDITION: 2006 HEAT BASE: 1,682 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: 138 SHORELINE: GARA CONST TYPE: DECKLE 90 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 1 Prop: 2 Total: 1 Total: 2 Routing Date: CO ,1 I 0 fo Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,393.75 AMS 07/09/08 100525 APPROVED Plan Check $1,555.94 AMS 07/09/08 100525 State Building Code $4.50 AMS 07/09/08 100525 NOVTA 2009 Potable Water Application $59.00 AMS 07/09/08 100525 Jefferson County Planning Total: $4,013.19 &Building Department CONDITIONS for Building Permit# :BLDU8-00305 1.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) PRIOR TO OCCUPANCY & BUILDING FINAL - FINAL APPROVAL OF SEPTIC SEP07-317 IS REQUIRED. MUST MEET ALL CONDITIONS OF SEPTIC PERMIT. THIS RESIDENCE ACCOUNTS FOR 240 GPD (2 BEDROOMS) OF SEPTIC CAPACITY. 4.) A Geotechnical Report dated July 11, 2008 prepared by NTI was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area and determined that the location of the single family residence will not pose a threat to the landslide hazard area as the residence will be located about 100 feet away from the steeper slopes. 5.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC) Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 6.) All construction activities shall not encroach upon the landslide hazard area buffer. This includes the storage or preparation of materials. 7.) Critical Aquifer Recharge Areas rri y require special protection measures to mate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 8.) The identified Fish and Wildlife Habitat Area (Type N Stream), shall maintain a vegetative buffer setback of 75 feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the proposed development. 9.) An additional setback of five (5) feet is required from the edge of the stream buffer area to the proposed development. 10.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 11.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 12.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an autormobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 13.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 14.) Minimum setback from Hollybrook Heights Lane right-of-way shall be 20 feet. Minimum north and south property line setbacks shall be 5 feet. Minimum west property setback shall be 100 feet to the designated rural forest lands. 15.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 16.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 17.) The building height is not to exceed 35 feet. IV 0 • f 11 1 `4 ri ri Tr ' 7; , ..„ JEFFERSON .,JUNTY W ' �� 13 DEPARTMENT OF COMMUNITY DEVELOPMENT `' .� `� 621 Sheridan Street • Port Townsend • Washington 98368 JUL ��Q 360/379-4450 • 360/379-4451 Fax 1,ss www .co.jefferson.wa.us/commdevelopment ww.co.jefferson.wa.us/commdevelopment r JEf f R ' ,OGN Y c CO Master Permit Application MLA: a -- 377-)'a„ Project D cription(include separate sheets as necessary): l _ /i e 1 Cam' Tax Parcel Number: proi. .4.,, e..2,0/3' Property Size: 7 Z Z S'e (acres/square feet) Site Address and/or Directions to Property: ,?�5 ' •.✓- �.e- .. (' 'Ac' e e9,17"� - ..-�.e li> .'7 e" ems 61;'., .7 Property Owner(s)of Record: ,.7,. ,e-,=,,-� jfY� Telephone.%-i - z:57,,o-"�/Z Fax: - email: Mt-clez-•6/j'f�cir 6) Mailing Address: ii,. ..9,0 o. -e--2.6Pc-K y'✓e- y, c..- c-e.oPe; - G&W y.Y;o8; devcremrxr--E . e'tam Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies CHnilding 0 Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance(Minor, Major or Reasonable Economic Use) I7 ingle Family ❑Garage Attached/Detached 0 Conditional Use[C(a), C(d),or C]** ❑ Manufactured Home 0 Modular 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* 0 Special Use(Essential Public Facilities)** ❑ Change of Use 0 Boundary Line Adjustment ❑ Address 0 Road Approach 0 Short Plat** ❑ Home Business 0 Cottage Industry ❑Binding Site Plan** L+ 'ropane 0 Long Plat** ❑ Sign 0 Planned Rural Residential Development(PRRD)/Amendments** 0 Allowed"Yes"Use Consistency Analysis 0 Plat Vacation/Alteration** Eff-Stormwater Management 0 Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Advance Determination (SPAAD)* 0 Shoreline Management Substantial Development** ❑Temporary Use 0 Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment 0 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 I, state or fed al permits required for this proposal, if known: rh '' DESIGNATION OF AGENT I hereby designate Lrf ,e' to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE C C � i , �' T Date: By signing this application form, ner/ genfattests 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,' demnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may" any way accrue against Jeff on County as a result of or in consequence of the granting of this permit. I furttlei to pr vide access and right of entry o%Jefferson County and its employees,representatives or agents for the sole purpose of application review-andany re uired later pec" Staff' ccess and right of entry will be assumed unless the applicant informs the County in writing at the time of the applic , at he r he,wants io otice. Signature: "Cr ---�_ �y Date: Cr ‘__6D r,a 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 ad to a potential"take"of a 'pndangered species as those terms are defined in the federal law known as the "Endangered Species Act"or ESA."Jefferson County m e'no assurances to the applicant that the actions that will be undertaken because this permit In7inee ' d will of viola SA. Any in yr tral,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are' cbmplian'With th ffers) County development code.The Applicant acknowledges that he,she or it holds individual and non-transferaapt r nsibility r adhering to . complying with the ESA. The Applicant has read this disclaimer and signs and ctates it below. Signature: - — — Date: Cr ; (p `C�g ^ G:\PermitCenter\###FORMS###\n an maMc\r 4,2cr..,13.......,:.A.,..r...,,.:.,..con no.-.- L. • . BUILDER STATEMENT The sign of this.sta t d eby certify at they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assumi t respo ibility he neral Contractor for the proposed project. ,� /� Signature: Date: 6, rV{ GENERAL CONTRACTOR ORRyMAANNUFACTURED HOME INS LLER: PHONE: FAX: Wier- .a--4 ///G.06e 4?-/�'t_ Gv,,7 c�„'- (6Gg 1o0'C9-v�i 5 .2. ( ) MAILING ADDRESS: /44:00 ,5PQiJJ G/G //,i..r—)v EMAIL: Pj/WCptj/J9, eV 40 4i.e.c1.0e//, ()fl CONTRACTOR'S LICENSE `- " ''b� i 2eJ 4. 9J'�e, WAINS NUMBER: /CYA?i NUMBER ARCHITECT/ENGINEER: e PHONE 040)g2/_ 9S 'iFAx'( ) MAILING ADDRESS:�j 1 i,!'4../d Jo,.- 7�7�n �,©s , J /,z/t4 EMAIL e0A'0.,,e:Oe".s,9N'Lda2.es 2,7544 earl Project Type: Frame Type: Bathrooms: 9��G7 Shoreline: Type of Sewage Disposal: m" New 0 Wood Existing: ❑ Sewer ❑ Addition 0 Steel Proposed: X. Bank ❑ Community System O Alteration/Remodel . Concrete ..re-F Total: .2 Height: !'i dividual System O Repair 0 Masonry N1/44- SEP Permit#5e P0,7-oa3' 7 O Demolition lia' Other: ,;,�'id-5. Bedrooms: Water Supply: Existing: Setback: tr Private well ❑ Two Party Type of Heat: Proposed: / ❑ Public Total: i N f`Q 0/2_ieQdA Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy:__t IBC Type of construction: Will you have Food Service? Yes I No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank 4Kbove ground Tank Size of Propane Tank: -See, 67,9 I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes /I When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system comgo en including the reserve area. - 1. Go-IQ D S.uare Foota'e Current Proposed `•9 (-)ire t , • ()rta,r _`` . . \e41rcpletk ,... ir-, .74, Main Floor Heated 'r . EH Bid App Review: l !-. s I iJLI 1 i " �" �4r,r s, ��� t , Consistency Review: 2 ' Floor Heated t r, \.51 Other Heated { a " Base fee: a 3 q -15 _ _ Mezzanine r Additional Section: �J Heated Basement /61 (j-, Plan Check fee: 555 co Unheated Basement ,i. 1 1 4- State Surcharge fee: 1 Other Unheated "iz Pot Water Review fee: bb . i 15. cc Garage/Carport k z31r SUBTOTAL 40110. 11 Decks , rR r �/10 911/Rd Approach fee: �3g �w�.t �ta�(� t�Other #., tie il: TOTAL: $ 4 _ x < Receipt Number: 1 00 3 S ., a a Cash/Check Number: ESTIMATED 3' ''4"1 " '.P Date: • . 1 I v *Fair a evaaofalaborandmateri s foundation to finish "Y673,ov Initials: al) 'I G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • • .�;,sazv co trilA14,4r.43 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 3,Xr • 360/379-4451 Fax NC` http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE I MLA# �D�J� - ' 31 PROJECT/APPLICANT NAME: MMI4H /,4.01 Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. to It_ Ag ts,c- 7-0 AJ vac O 4 2 L rwr c- s a u NT1aC 040,4 S e a/-s,q / 3-515 , y1./GNr .4iSitinz /7 G7/L/7//4/6 !N6-01.g/erg CFSL9,v 4.4/(440 zg I-rval. 1112-8-6 7l/a4ityvFah 5:7-dtvert/N9i- M/1UIjti ,9Nea. (vi ) Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 7/51.5 g 'o, L t51.oP,,es 49eitow& inz ,cR 'i lv/;.d7-7'z� lZ.ASsj /7/T tc9x5T Z/ .emu/,//G v9,1-0 53f)% %7 9Gc-Ae3 a% 0,0 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 7/lr / WOCC IS eom pv-2rct y y/zt/2T0.7x0 9 sue' /S7M/6, °GD 1-OCG/NC /Q 6744 nceCteti //1r,1de€K *if neiec,, xw8 ataia i-RiL 4 z IL l4(911149/0/7-0.)/ 4. Describe the existing soils. Indicate soil type on the site map. THT PeaeleL (3 6-/ti/2/t Jtt/ 0.4, 1Co1-4Ay 54-ayp y L 06tiol , c.-i:4e14 L S/cot , 5. Describe the existing site hydrology(i.e.,drainage;behavior of water on the site—above,below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. rhf2,/1eX-1 D44/./VS 7c? rt'rr, raJ7 7c c4g C/a/Z CR/r,.�t.T/c, Sty C4,'0 y 1:c41,-/ /S D.s/i io .44v0 s ivire2 SITS on1 71/( 1j,1' 14Fr //f 1/y Ai/nv.,c#G L_ look' Dy141s /e2 /Nit) ,/� 1Qreke_ l rjcpL .t3/L AbliZil AND ticl/L/� I�/L s<,/ T 11 "swy nj� 6. Describe any excess levels of noise generated by the proposed use or activit j `��V E D C- ' /S/L , � rc S 01 ► • ' T►-.• t ,� JUL 0 at = '' " ' • ' I+: 2000 Stormw 1 '��): , Require - : � J ��� I (:OUNTY nt}n , �� IEF., R• • • stormwater site plan templat t DEPT.OF C 1 . F•+ • , you SIGNATURE: 5 • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. 7112/1/L 13 A C4-i, ,s S 1r i i 7'71®r RostVS rtywoU # .T/5�C 57Z4 2 61•40,e.5 e - ;WK.- 1 ;SST 73 AS 0.4o :043,,eD A-Wu/tie, - 8. Describe the general vicinity of the site, including adjacent land uses and structures,utilities, roads,and sensitive/critical areas (streams,wetlands,lakes,steep slopes,etc.). 79i an.4/2i4a L t EC/H 1 J Y (cS CGpf/JR/S 41 70 `22 ,4C/22 3`/✓✓G-'- ft--# i/L/ 10452-fic,e c.77Y s - /9gae4j ,chireggc sipw SR/TICS 7z9 Py/L , 1&4 L J31tIA/6, ) (C12/Q/z.0, Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation.of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. rh/L. 13 /1-0Ia(C rrn_ NHL v 14, /c Y n/,S�.e�S f"n 1(451744 14511146 1314 A T S.30, 3Pi#Si/x3LoCkC Oil LL /32 1,5>tf1 fl fiov-r frituAllicsos igalt.At ,17 A- PleXi ni vw, 000 SeP / 7 D/S/S s6c 6IC/1 e4tnrti Lei ro ?7Y/z Iv/ t1va i//UO "-wry- e)i- hy-w/ t- 1/Z6-i?c¢s/o'/ /.SP.egS 1 t, 10. If the project requires the use of stormwater treatment facilities,describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is nor m ally for large"projects or projects that involve the potential for dispersion of contaminants.] /V 11. Describe the performance goals and standards applicable to the project. rH - 1(- /S No pro21049.0/rwvr 101,1451e7 ,,so/ Tht2 , -74;v/,O44'a a,v-►tic. 134, .7`.J/Z a'/off t/ cS.T7 1 e 1 i ( rhrrz 3j /1As c 47' 4 -1Y14/7/ -6&M9oeio h` N9Pf'd t 12. Describe the flow control system. �w ram/L L %3i2 C e 2e,t xd y f/IZ6,7-7/v-/- e..,�R Witt- Ale: T1 RizC/s/c_a .'b 11107' C /c17 A4 , 114 L O R C/z o.5t5 Co t ry GcwOZ.7/o,(5, ht . f! storrnwatebSe plan template—rev.10/1/2003 i ...a. . • . 13. Describe the water quality system. 7oR/P7 4)1 £./Jy to 1.C, 41D1`4v47'f gJ1 bt 4/6-Ae/ts.4C Y MO uc/t A/47/t✓_ Q/,.C/141T/o01-/-14W "017447.1 t "edet14170-6/ /4/70 7751,E, 044.(Xe,4-0 L (57,01,70Y XGB�, tbss,eLlL CariiIs,, v4J/OA✓ f4'n ir4e4v4- 7O,V r u/Oh > vj PAtiritity 4140904t4f /g,L De, Ccorjacl,J Lv/?fit s7/e4rOC/co1 y 14. Describe the conveyance system analysis and design. ./ .71,R01 4,4t,--/rft r L L air C'oAl v/r; izi )D sjOl.01C,61 7 cCle Cnatz-_ eafi,49cMa e- /PiP gr1(7 ' 4c 719 ,72X - of ,77,f� /3 v/L Dim �/G/}T. "716 thr-et f rs / b5s/e/i/7y 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. 1D �/L L >ylZ 0Z-C-r'el-gy 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniforr7 uilding Code. 17. Descri e.the proposed surfacing material. 18. Describe methods for restoration of the site. t,,rt /4 Av/L if m pG e- a79' Tyc i f (.i?2S t .4 I onto n/k '4c- i2 to G t'r de- /926.7c,26-..7-/04/ .0F (/)cG/Z7:497/o4/ A-,v9 r 12/1 es_7/jt/6 . 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. NA 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. NA 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. S -BG,s 11/S,tS'J z. Pk-a fril #SM0 a _0031' , ,C 10/.7X>NS 17y. i1/o�! MoT/e(egl/o�ltbly'/''/i/ NoGtit/�'P> 1S stormwater site plan template—rev"Itl/4-1:O 1 r 6 U Al u���!N f,^; • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. �G�J-h/ C"L w,'G L:l011. 'S .�Rr c2h�. L y �rT 70' yf O PPPzn r/ tpv,, - A>a Iv J 'E /SIT•gy >'OS?7,�U 6�d. e>A>r 7-00iim w,��T S0v7/ i/MP,�o e,41 ,z9,0 yy , 1 1C 7 6i Q2 ,tR ()4/L'/ 4 m,tK,-- 8Y Abiwia//4/7-F/44a, sTzir - 2. Establish Construction Access. � � �� , eC -sus /5 k3 y ©� it , i va/G,46 t i R oAD ,p ;:ez tiTI Y �n4v M oll00✓1 S/lam, ya/d-) AMA-L` 77Z1 v2L 5"tr✓11- 1- 17 sI' F Pva rc-Kas 0 >t.neiv/LL 8)EF-n1 dcvmc7/NG- OUI3 L/CL pa V15/v1 yr, 3. Cgntrol Flow Rates. 4. ^AInstall Sediment Controls. lV� 5. Stabilize Soils. • 6. Protect Slopes. czr=liza►'G 4-#07i7 5 WILL fl, fnelitKrI7 y F v/i VA18/57t A'O/4D 7. Protect Drain Inlets. rya �Aa-/N f)(L./Z�-S ,-rPIZ CT 171`/E DO/L e/Al 8 stormwater site plan template—rev.10/1/2003 • • 12 Required Elements—Construction SWPPP(continued) 8. StabilizeCnnels and Outlets. 9. Control Polluts. 10. Control DAW atering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). ,✓4ce.arCi 70 7`79c S/TZ '/Pr4 I G-L- are Rrt.77e/ Try Ast,0 !no ITA/1)ZJ, -VIEHICtz.S mitt oA/Ly 43, ,4L4ckicS /N ,o05 - 7 irTzi11r) )N ,44-e ,4S 12. Manage the Project. cwri Pqrail tw t.A- ,t3& 4S676,4+/i47 70 Mew fC ut#T'a"fS odp/O 5:4FE7> S4wjS >4 T E}l L 7-ils-Irz�S D0R4A/a e ST11,707/o4/ hLOv1?S4 13,z C/L 4 t)7/J&/f/7/ to /' 4,V Avv8 dii_ e/cDvcpow ,C ✓+/l SS61/e y, 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). Tom 'J�C P1112 ..T R1r4�S -tot 1 A3/l.- 41-P/�/Zej t 3y ,F34A/c.t . b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards) 3. Environmentally Sensitive Areas. a. Descri tion of environmentally sensitive areas that are on or adjacent to the site. .9 CULASS ,5?e0E607 V y Liirmtt 1/oG v/i x .JP/J/?ox /wt,4Tf e /=err >C�? n i rWz 13tift,0/4/L SIT /1 I egoifA .tf y rtt / a 'o , r�� etLv/ 4T t/>,v/gxr� py.c N641, h/46s .8/5rs,.#41 e//I�CK�El� CI- 14 A-41.4 No AWIE015 s'IPPG11 1Prz�SC�LT, stormwater site plan template—rev.10/1/2003 J U L 0 9 2008 9 • • b. Description of special requirements for working in or near environmentally sensitive areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure). 5. Construction Phasing. a. Construction sequence .3 yap, NO G a/P S'��o�S v/�` /TE/) ' RX 7Ia'G5, /S7TI' 1 C4' 1RS r 'ilve,- AcaiCS 4tvP/GbL4S, mpZ /o,e tV4LLS 4-F/a/,(5 . b. Construction phasing(if propose 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. HRH'!/ TS ,�l4T {SS V�� f$ t l t o �v!L 5 79/1l ,4 5 P II. Wet Season Construction Activities. a. Proposed wet season construction activities. ,/p,/,71/4/o 1 f/J'//$Sly b. Proposed wet season construction activities for environmentally sensitive areas. 'NO Ni 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. h14e14H MM1401 b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations to stormwater site plan template—rev.10/12003 0 • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the nstruction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the ,t of my knowledge. also certify that this application is being made with the full knowledge and consent of all D the ff ted property. , 6 ' 6, Of (LANDOWNER OR A RIZE WE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: 12 stormwater site plan template—rev.10/1/2003 E ) , ( 1 0 COA j Ail ril t( .'0 Alt, ki ,% joAAAtA 0Ai ,,. u S V Z III / " 59-0 Q 20'-6" 4 / 9'- l g'-6" 4 -O / It Ili q z2 4 -0 9 -0 / / / Ico -0 / / / '1 i,,, ;, V a o RE �DOW 41 FOR E WINDOW ~ `� O T _ _ _ - 1' i- n A• \ \ U I Ilirr II II ► V,- ., r: e , , Q •v 4'-0ii3 �\ �� i` fi— J L' (� 'P. 8I I 16'-9�4�� N / 15'-I " 3'' °� ` � I/ i I 16 -9V4 ,I�/ 111 �+— '� •,; „ O -ci • 8 I I ROUGH-IN PLUMBING e 4'v 4 UNFINISHED !BASEMENTI UYURE Bath Q p fleAMED o°VING .. \ � I , I� I `i FOR RIME WR4DOW li- g ,I Q \► \ / I II II I ) a" .4 = � II Q Y \ �„ I II II �' � � . ' z' ' p $ , I -- M i _ a / \ 4 Qi FunlrId / ` . / \ . / O I \ 1 • II ,.' v. ` \; MEGN ROOM I I I I — II II Q 4 r I '• 1 II II '.; I I I I Ilk'►` Z :p ma• c• • • FI V ill u—L II sE o a = ° to 0 -4 rr )- w c:// '---0 "(t 0 0 / 1)1\1\t'C 'slf &\---13.-- c4 0',r 16 < A PC-) / 42.0 LOWER FLOOR PLAN 1/4" = 11-0" Oy4- E U 0 U GENERAL. NOTES � i 1, ALL WORK TO CONFORM TO CURRENT I,R,C, AS ADOPTED BY THE STATE OF CO * E WASHINGTON AND ALL OTHER APPLICABLE CODES AND REGULATIONS, CONTRACTOR V 6 m TO NOTIFY E SIGNER OF ANY DISCREPANCIES !BETWEENCONSTRUCTION_DOCUMENTS 43 A' 43 AND CODE REQUIREMENTS PRIOR TO CONSTRUCTION. INFORMATION CONTAINED 0 = u IN THESE DOCUMENTS IS NOT APPROVED FOR CONSTRUCTION UNTIL BUILDING PERMIT HAS BEEN ISSUED, 0 2, CONTRACTOR TO REVIEW CONSTRUCTION DOCUMENTS, VERIFY FIELD CONDITIONS AND DIMENSIONS. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION, METHODS AND MEANS OF CONSTRUCTION ARE Q 4 CONTRACTOR'S RESPONSIBILITY, Q I-- - - _ _ PRO 'ERTI' LINE _ _ - _ _ - 3, CONTRACTOR TO FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION AND V q r ��`"` USE OF MATERIALS AND EQUIPMENT. LU ui z 1 I 10' SETBACK -8S 23 r4 ' � -S1�5` - � - - � 'CO II 310' I 0 1 /— cA , I 1S I I U I K m 1 ) ,// , PROPANE I TAN I SITE NOTES IClNlTY MAP ' ' +-10U ./* 4 I i �j,�♦� i , 1. THESE PLANE ARE INTENDED TO SHOW THE LOCATION OF THE PROPOSED IRESIDENCE ON THE PROPERTY AND ARE NOT INTENDED TO DEPICT PRECISE N S i :�Q I : I LOCATIONS OF FOUNDATION, ROADS, SERVICES OR OTHER SURVEY INFORMATION, II I ' 2, VERIFY WITH CLIENT ALL EXISTING LANDSCAPE FEATURES TO REMAIN, I \ ^ I I SITESUMMARY I II I I I CLIENT NAME: SQ, FT. SUMMARY i 1 0- I I MARIAH MERIAM MAIN FLOOR LEVEL 1,682 SF ---1 SITE ADDRESS: ' _'� �' RESERVE I 253 HOLLYBROOK HEIGHTS LN LOWER FLOOR LEVEL 1682 SF Li 150' SETBACK ° DRAINFIELD I QUILCENE, WA ai ITOTAL HEATED AREA 3,364 SFI— ' I - - - - - - °,off, I TAX PARCEL ": : Z / `\ / I ' 102142013 to , �' Sec 14, T 21, R 2W\ I I DECKS SO SF I p I QUILCENE, WA PATIOS 138 SF 0 `it \ j I O SEPTIC: TOTAL UNHEATED AREA 248 SF o at \IL \ M z I I z m SEE APPROVED SEPTIC 0 i — —-C$EEK ` d d I ' -� MINIMUM REQ, SETBACKS SITE COVERAGE: (X I I FRONT 10' co IL a \ \- \ Ca I ' `_Q REAR 10 SIDE 5' HOUSE 1682 SF o zj 1 Q _ DECK/PATIO 248 SF t. z �''� 1 I p DRIVEWAY 46,831 SF I I 1 \ I pi O MAX BUILDING HEIGHT 48,161 SF co „ 0 I 30' p - o � I \ I >_ A _ II I Z MAX SITE COVERAGE ›- ' v Vi \ \ I ' 40% SITE AREA 142,401 SF 0 1r - - — - - - - - \ d ' 1150 SETBACK \ \ 100 _SETBACK �, a Ou I `1 \ \ / ' I PERCENT SITE COVERAGE: 6,5% n `" I' I I \ I \ / \ I \\ \\\ I WELL I I 1 ENERGY CODE COMPLIANCE x I I \ \ \ I ' 1 CODE: WSEC 2001 \ \\ \ H / CLIMATE ZONE: I I \\ \ I / / HEAT SOURCE: ELEC. Z ' 10' SETBACK \ \ N - - i I N .4 L- _ _ _ - _ _ _,, _ 1 1 , R-VALUE FLAT CEILINGS MIN, 38 "4 ii PR PER1�Y LINE - - - ' T -- I R-VALUE VAULTED CEILINGS - MIN, 38 2 S 88 ' 49" E 814.9' R-VALUE EXTERIOR WALLS - MIN. 21 2ci LLI R-VALUE SLAB ON GRADE - MIN 10ui 0 U-VALUE DOORS - MIN .20 z .= 0 U-VALUE WINDOWS - MIN ,35 -�,A- ".4 c ili IVY/ 6 PROJECTTEAM r ° ,,=-1- 0, ...7 E HOMEOWNER: MARIAH MERIAM PHONE 360-380-5142 CONTRACTOR: SHADES OF GREEN I_ CONTACT CHUCK KOWALKOWSKI O I�iI SITE FLAN PHONE 360-69S-5335 1"= 100'-0 ARCHITECTURAL DESIGNER: A 1 , COKER DESIGN WORKS LLC, /( 4 CONTACT KEVIN COKER PHONE (360) 383-3818 1 or 1, I50'-011 E / 3'-0" F✓ 81-0" 3'-011 / PLAN NOTES v °u, to io fiCTIN (J�ntrQ f /� ---I co EE II 11 21 I crate! (l r' ..-0-6 '"�! _I m a r 5� METAL GRATE �i I. EXTERIOR WALL DIMENSIONS ARE TO THE EXTERIOR FACE OF CONCRETE ,n 'A 2 ► i► .► I Ei► i► n i► i► i► DECKING V J 6 4'-0" 3'-0" 3'-0" 3'-0" 6'-9" 'IngrigraNfir _ •11 6'-S" 3'-0" 3'-0" 3'-0" 4'-0'IOR EXTERIOR FACE OF STUDS, INTERIOR WALL DIMENSIONS ARE t0 FACE OF or x9' / ,� Je / / STUD - INTERIOR WALLS ARE CENTERED ON TIMBER FRAME POSTS UNLESS 0 i ® 3 ® ® 3 ® ® OTHERWISE NOTED.2, SMOKE DETECTORS TO BE HARDWIRED WITH BATTERY BACKUP. LOCATErr ri r -3 =i , ,r-r1- = rr - 7r� • AS PER CODE REQUIRMENTS, SUGGESTED LOCATIONS SHOWN.--- - _ I's" _ F 1/�•R //• O // // ./ /► /► /►•// / I ; s -- ►wG•.�MrwAl►..w.ww.w.w�►.�ww��l►.►�►. 3, STAIRS TO MAINTAIN 618" MINIMUM HEAD CLEARANCE, ALL RAILINGS ARE TO �►r•mi►r•errrrrr•�r••��•.r i , N0 51r. rea►wwwwwwwwwwwArD711►,w , �� �\ I I I moo..,..i►....rammio enalur....dorrom...t►►.....va,,,r�4►- - 1R i , I \ MA TAIN 36 MIN, HEIGHT OFF OF FINISH FLOOR. - F;_ I I I I I ��I,���I I I I I I l i it I�wi_I��-'�- �L u o 4, F REPLACE VENTILATION AND CLEARANCES PER CODES AND EU o - o14 „ _ , , .....__.. ....._______ HUTCH I —\ MANUFACTURER'S SPECIFICATIONS. HEARTH HEIGHT TO BE AS PER OWNER (3 .4 ' r - u 1 u c.' AIR I REC UEST, (j IIX 6 III n'-0II '- , - I ABBREVIATION KEY U1 2 9 _ \ I I —- 3A 1 31 4 i `t A.B. - ANCHOR BOLT 0 KITCHEN -1- I�i�-Zi-� crl BD - BOARD Ir 0 I I I CLG. - CEILING U I eD � � - II �� I _ CONC - CONCRETE �C H=; i i = ,I '' TABLE ISLAND I I _ _-'__I�_H I • DF - DOUG FIR I, II II I I LIVING Section R313 -Smoke Alarms. :OFA I En - EXPANDED POLYSTYRENE I I I I; I; I I To be located in each sleeping room :'o'xb'3" '�t FON - FOUNDATION 1 TI I and outside of each sleeping area in the FIN. - FIN " vicinity of the bedrooms. Interconnected I - H I \ FLR. - FLOOR - 110 volt with battery backup. ' I FTG - FOOTING rQ FOHC - FREE OF HEART CENTER - © Lc› q F,O, - FACE OF I - _ _ - � G.C. - GENERAL CONTRACTOR �r-- sue__- I GU S - GYPSUM WALL BOARD Z I _ P\\ _ -i) _ 0)- ( —ct 4t- `�64, k►kti.� 5-9 O, DN i > HB - NOSE BIB I 'iFEFRIG -�' + (-y�c1,�,4w; Fes,.{ it..- �%En I I,C F�- INSULATTION 4 ED CONCRETE FORM Q c� I - `n — - • - ``1 • �J S I <• I \ _ ' I KD - KILN DRIED �g��g / �jc �boK�uELvEs j 3'-O" ' C MIL. - METAL Z 0— MIL. © �' cf) O.C. - ON CENTER _ ` 1411.0raw...v.. I - OSB ORIENTED STRAND BOARD OO _ III I 1- PT - PRESSURE TREATED O _ k- 3�N.A+ - ›I r- PL. - PLATE O FOYER I I u-I PLYWD. - PLYWOOD —I all °1 REFL. CI-G. - REFLECTED CEILING " I I BEDROOM 11'-9�Z" �, �I REF ELEV - REFERENCE ELEVATION 1I - I II ISIM - SIMILARo MUDIROOM I I _ - \ �` SIP - STRUCTURAL INSULATED PANELS u ;TACKED ►'% ) ,..=-. 1 CHEST I SPEC:Dr- SPECIFIED z'a'xl'T _ I SPF RUCE IFI PINE/FIR : _ _ ,,, CO? : O i 9 STL. EEL o TS - TUBE STEEL 3 \ TF - TIMBER FRAME 0 Q I ��_1 i 0 TABLE0 0I I T4G - TONGUE 4 GROOVE — W I 0 10 i`3''�0 V.% c ' 50 CFM 1'0-x1'9"_ TK - TIGHT KOT e� „ Q t,0. - TOP OF Y Q' _ � P3 I \ TIP - TYPICAL IV v 4 IV II I= WD - WOOD m o N--� m , LID5o CFM / \ CU �/ 3 _O y LOP - WATERPROOF w u A O cn I g _I XPS - EXTRUDED POLYSTYRENE o o I ct19 -in \ \ I ��I 1 r1= mIAI1..1_11 - IN 1 I I I 1 T 1 T I I 11 1 1 1 1 1 1 1 1 1 1 I I`.. 2 , I I I :NI I I I I /- \ \ I ili. ® ® ®-~- I "1em.?f 6-1_ if s-'TES ,,..,,i / 1 S S5 '1 4R►-k ° , " Vo.'skitili , r 1 n I n 1 n 1 n 1 n 1 n 1 n 1 n I n I n 1 n ` 3-0 �, 3 -0 �-6" 3-1 ,2-91 3-0 3 -0 3 -3 �2-64 , 3-0n I/ 13�-1014n / 3-6� / 4 -5� z r J d I R310. All sleeping areas shall have N 3 an emergency escape net opening of ; V SIMPSON HTT22 OR PND5-SDS3 OR 1-1DU5-SDS2.5 I-IOLDDOWN "1: a 5.7 sq.ft �/ SIMPSON HDSA OR PI -IDS HOLDDOWN 1 0 = I PORTS COCMER I PLAN LEG ND min opening height=24" al (1 I I min opening width=20" SMOKE DETECTOR - HARDWIRED W! BA I TI=KY BACKUP 0 NZ O -.)._\ I w O Ci:DL_____4 I I i•'�..�I I l EXTERIOR WALLS - 6" NOM SIP WALLS 0 VENTILATION LOCATION AND APPROX SIZE O I ONE FAN ON TIMER OPERATES S HRS OUT OF p IY ,,. I I I INTERIOR WALLS - 2X STUDS • 16" OC W/ I/2" GWB EA, 24 SIZED APPROPRIATELY w SIDE TYP. a , I 2x STUDS • I6" O.C. W/ I/2" GWB EA. SIDE, TYP, R ELEY' Q J '7/7//1////( SHEAR WALLS - SIP CAPABLE OF RESISTING �� Ad 410 PLF W/ DOUBLE SOLE PLATE CONTINUOUS r3 v DETAIL CALLOUT W/ PAGE (J + \ AROUND PERIMETER 8IMPeON 5THDI4 OR 51-1GDI4RJ CNi .Q SECTION CALLOUT WOLDDOWN AS PER ENG I WINDOW CALLOUT i \ w lit — I U DOOR CALLOUT T 1, 1 MAIN FLOOR ELAN 2, 0 I I f 15/32 C-C : C-D SHEATHING w/ Sole ® 4 oc 1/4'I = 1'-O" ,ntact the Building Department at 15/32" C-C : C-D SHEATHING w/ Sole • 2"oc i-lilJ) - 379-4450 prior to making changes 2 �� or revisions to the approved plans.