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Home My WebLink AboutBLD2013-00056 PERMIT APPLIC ION MLA13-00035 BUILDING PE Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00056 Received Date: 2/19/2013 SITE ADDRESS: N VICTORY AVE PORT TOWNSEND, 98368 OWNER: 1.(Nw?51" PHONE: P IRONDALE#6 SUBDIVISION: Block: 142 Lot: 5-8 PARCEL NUMBER: 962114202 Section: 35 Township: 30 N Range: 01 W CONTRACTOR: LEXAR HOMES PHONE: (360) 379-1799 94 KALA SQUARE PLACE PORT TOWNSEND WA 98368 Contractor's License HILINH*981BT Expires 2/10/2013 REPRESENTATIVE: TIM GIBBS PHONE: 360-623-5167 94 KALA SQ PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOP NSFR W/ATT GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,500 VALUATION 132,686.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 440 SETBACK: DECK: 162 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: Total: 3 a: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,178.55 LYK 02/19/13 1400006 APPROVED Plan Check $766.06 LYK 02/19/13 1400006 State Building Code $4.50 LYK 02/19/13 1400006 MAY - 6 2013 Potable Water Application $66.00 LYK 02/19/13 1400006 Total: $2,015.11 Jefferson County DCD \\+irlcmor4\rh+e\fnrrnc\G RI n Ann Rlrl rn+ -)rmoni CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 Carl Smith, Director/Building Official PERMIT#: BLD13-00056 SITE ADDRESS: 224 N ANDREW AVE Issue Date: 05/6/2013 PORT TOWNSEND, 98368 Final Date: 10/2/2013 APPLICANT: DOUGLAS J MORTON PHONE: 425-971-0432 164 E MONTGOMERY ST PORT HADLOCK WA 98339 SUBDIVISION: IRONDALE#6 Block: 142 Lot: 5-8 PARCEL NUMBER: 962114202 Section: 35 Township: 30 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ATT GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/2/2013 \\tidemark\data\forms\F_BLD_Occupancy.rpt 10/8/2013 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00056 Received Date: 2/19/2013 SITE ADDRESS: 224 N ANDREW AVE Issue Date 5/6/2013 PORT TOWNSEND, 98368 Expiration Date 5/6/2014 OWNER: JOY B QUALEY PHONE: 935 HENDRICKS ST PORT TOWNSEND WA 98368-2306 IRONDALE#6 SUBDIVISION: Block: 142 Lot: 5-8 PARCEL NUMBER: 962114202 Section: 35 Township: 30 N Range: 01 W CONTRACTOR: LEXAR HOMES PHONE: (360) 379-1799 94 KALA SQUARE PLACE PORT TOWNSEND WA 98368 Contractor's License LEXARH*909QT Expires 2/10/2014 PROJECT DESCRIPTION: NSFR W/ATT GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,500 VALUATION 132,686.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 440 SHORELINE: CONST TYPE: DECK: 162 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,178.55 ZAL 02/19/13 140006 Exist: 0 Exist: 0 Plan Check $766.06 ZAL 02/19/13 140006 Prop: 3 Prop: 2 State Building Code $4.50 ZAL 02/19/13 140006 Total: 3 Total: 2 Potable Water Application $66.00 ZAL 02/19/13 140006 Total: $2,015.11 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 Contractors or Tradespeople 'nter Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with L81 to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name LEXAR HOMES UBI No. 602167453 Phone 3608071849 Status Active Address 1213 Long Rd License No. LEXARH*909QT Suite/Apt. License Type Construction Contractor City Centralia Effective Date 11/30/2010 State WA Expiration Date 2/10/2014 Zip 98531 Suspend Date County Lewis Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company NW CENTRAL CONSTRUCTION INC Other Associated Licenses License Name Type Specialty 1 Specialty Effective Expiration Status 2 Date Date CREATIVE Construction CREATDB066QG DESIGN Contractor General Unused 11/7/1994 11/7/2003 Archived BUILDERS INC CREATIVE Cabinet Construction CREATDB101QMDESIGN Contractor Carpentry/Framing And 11/14/1990 11/7/1994 Archived BUILDERS Millwork HILINW*960BL HILINE Construction General Unused 1/13/2004 1/13/2008 Expired WOODLAND Contractor HILINH*981 BT HI LINE HOMES Construction General Unused 1/30/2002 2/10/2012 Inactive Contractor Business Owner Information Name Role Effective Date Expiration Date HOLLIS, ROBERT ALLEN Member 11/30/2010 MOEN,JAMES LAWRENCE Member 11/30/2010 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 American States 32s220055 04/20/2012 Until Cancelled $12,000.00 05/07/2012 Insurance Co 1 American States 6741991 11/19/2010 04/20/2012 $12,000.0011/23/2010 Insurance Co Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 3 008670047779 11/30/2010 Until Insurance $200,000.00 11/23/2010 Released 2 001770065411 11/30/2010 Until Insurance $50,000.00 11/23/2010 Released Insurance Information No records found for the previous 6 year period Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 2/20/2013 • • III BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assu ' g the responsi • of the General Contractor for the proposed project. Signature: g—A Date: 2 != 4` / 3 GEN�L CO CTO R MANU ACTURED HOME INSTALLER: PHONE: FAX: 412- N o ./.-c. (Am 32?-/??? (361)32?- 11/ .7/ MAILING ADDRESS: 947/ Air/-7;11 ��I�‹� /ei de EMAIL: CONTRACTOR'S LICENSE "0-,14- Tljc.v�v,e /J V ! WAINS NUMBER: LC a/n�p h j �L c�©p �' NUMBER ARCHITECT/ENGINEER: In C '4T.-"� �4> / ti� PHONE ( O) 75"Y-ctg FAX:( o} r�y U 99 MAILING ADDRESS: / 35— f 1 f Q/y ytieg k� eve EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: 1 or New Wood Existing: __0_ ❑ Sewer O Addition ❑ Steel Proposed: Z Bank 0 Community System ❑ Alteration/Remodel ❑ Concrete Total: Z Height: individual System ❑ Repair 0 Masonry SEP Permit# ❑ Demolition 0 Other Bedrooms: Water Supply: Existing: © Setback: ❑ Private well 0 Two Party Type of Heat: Proposed: otal. a/'f-- , Public N:• e of System: If this is a Commercial Protect you must answer the following; Number of Parking Spaces: Current Proposed: ''/ Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No if this is a Propane Tank and/or Appliance installation petit.mark all items below that apply: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove I Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all properly lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, Includin, the reserve area. S•uare Foote.e Current P •• •; ' •i '; ;11'41 ,` Lehi ..x; . C Wiz= .__Ha . ? ,'.. Main Floor Heated �+ EH Bid App Review: 7� t.roo 2n°Floor Heated Consistency Review Other Heated . eated Base fee: • Mezzanine Additional Section: y Heated Basement rl-4 ' Plan Check fee: `r. Unheated Basement A ,.- ` , State Surcharge fee: 4 -5°-„, Other Unheated .Yom#k 4 Pot Water Review fee: cx _ Garage/Carport /� 1•�Y ' SUBTOTAL I Deck *•`'• 911/Rd Approach fee: Other 'rs �; : TOTAL: $,9 7 ( ( r a,f; Receipt Number: 1 4111411111.1. ';- -- ` Cash/Check Number: 4 ESTIMATED COST(REQUIRED) Date: rrte�;; ''22 • • ., . atOilsls foundation to finish �-(`"I 'e I . y- Initials: GAP e:mitCenter\###FORMS###\DRD FORMS\Master Pennit Application 5-29-O8.doc •TT.-;- ,,,`" 4:": ‘,-'' itti..,:-',. .."4: V.-:".1.A„; i'„,..a.k,',4611°'*4,1&, ,-110,,, ''.:46V\'''' ••'''‘,,z; N'"'/;`,4;. • -r,.: \ ( tillniEr4Mart '" *IOWA .4 I 4 .4. -' a -` 4 •P • „ * _._",.......,..1,-v-,,,/,„„,,r;,... . ,V4-*0.4. .4.- :sev-vfti,lers*,,,,,:•.s,14.,:,,,,,,,,,. ,--,-0~.-.....44,10,4444.4,4 •-•4 0-2'.4.',.3#044,4444%44E-444.14~474,h4.sakamixo,A,01 * 1 i .. \ ,I TRACY'S INSULATION INC. 9) I; ) "Insulating your Community" 4 IR • t-, \ I ;( if I c ti PO. BOX 567 i PORT ANGELES, WA 98362 1 1 INSULATION CERTIFICATE 1 At i , ,'t I •t ,, THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE , N -4i:1 CURRENT THERMAL PERFORMANCE STANDARDS(WASHINGTON STATE ENERGY CODE)OR PER APPROVED PLANS,AT THE ADDRESS .,1/4 ' 1- 1 , 3 LOCATED BELOW. 33 1 ' i 0 ADDRESS 4 1,1 I i i 4* , QD,L1 N . Anct.r.cw 4 , ., . , pork -roLon5,4 Ad W A % I SUB-CONTRACTOR: TRACY'S INSULATION INC. CONTRACTOR'S REG.No. TRACYII917BT I , ... ..., ,, 4 MANUFACTURER THICKNESS RNALUES '1 .3 Ci , ' d EXTERIOR WALLS ' , ' ' 4 1 i Type of material: Fiberglass ,I ATI1C BATTS N i A . ,./ ,. ,•:,.."4, i Type of material: Fiberglass 111, 1 \\ I , I , SLOPE/VAULTED CEILINGS ,...1 ....—...... , V I ..----- Type of material: Fiberglass N A 4 ' Ilk • 1 • :-'4-4;ii I ATTIC BLOW tik ,. ,, i‘ ;1 Type of material: Fiberglass I 1/1 cr.)an.c 4. 335 __EY9_, 1 , I r 4 FLOORS 41 o *Ay\ ; i I Type of material: Fiberglass K ncw{ 10 ,c) R3o ri\ \., .., ..,-, . , PIPE WRAPS . i Type of material: Fiberglass YES X NO , \. f /..,- ., i (4- ,!1 t VAPOR BARRIERS CEILING t•J I A WALLS NIA i FLOORS t\1 (II 110„,1) , f 1 V : t i 0 3.33) (t ri ,e4utut LCN UL. 0 c c 9 t CIL. - a.o- 13 i4 AUTHORIZED SIGNATURE TITLE DATE I c* tok : 7= -' • --.1 ' .„.4.. i.4.:•• 4,:t.._,...:7:1':---. 7217,-;-7.7,77.,;;;:,,,:-.7-- - „w' ,-;„:.7.--',;;;::::•"-.7.7.!::f4---,,, , :;,, .....t,..., w,,,, ,.. '' ‘,,,, , 1 , '1' ,,,,: "4 -• 1 - V' , ‘' TARIM” .1 I ° 't ° Screen : 01 REAL PROPERTY MASTER Mode : INQUIRY Auto Roll : OFF Parcel # 000962114202 Geo Cd 300135204211 IRONDALE #6 Nbhd Cd 4120 BLK 142 LOTS 5 THRU 8 Loc ID * Taxpayer Cd MORT 4565 MORTON , DOUGLAS J T/P Chg Dt 4/23/2013 * Title Owner T/P Chg Usr JA Tax Code 0211 Status TX TAXABLE Land Use 9100 VACANT LAND Affidavit 119046 Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer MORT4565 DOUGLAS J MORTON 164 E MONTGOMERY ST PORT HADLOCK WA 98339-9633 Search Ke CMD 6: End Window CMD 7: End of Job ) . . .:,,,..1,.....,,,,.. . . . , ::..e....0s......w., I .9 Date__ _;______—• time received k. ? am /10 Mon. TueS. . ed: Thur. BID: , \ — 5&. . • Date: 5" /C -- . - • OWNER: . . . Contact Name:- ADDRESS: '.2. i-LA_ J4)\.. e-c-t-)- Contact Number 360 5(00 —30.1:--39'cr0 .. . Notes: • . - . ' . . Foundation Plumbing -Framing . Propane Tank Mechanical . . Setbacks Under-ground Framing Under ground Furnace i A Footing _____/.Rough in lr seal Above ground Gas m Stewall _ Hydronic Exterior shear Exterior lines Oil Straps ______ Interior shear Interior lines . Ducts rt - - Post Hole Ventilation Appliance Underfloor Gas/mod stove Man-Homes Setbacks insulation. Final Inspection ■ .;;I Foundation • ''..-: Block&Tie floor __wall ceiling. Address Posted s . _ , _ - • • - . . • . • ..-..-4g.t.. *:;. - 1:74tzezAZ.W. . . . . .. _ . %".:P.IM,-4F4,-ITXWii.lai• - . . . _ . . . . . . °Z. - • Ci- . . . time received 12-". 3q an /0 Mon. Tue .. Wed: Thur. 9 • BLD: 13 - 56 Date: , - • , OWNER: Contact Nam& 11aly19 tE)0E-- /10/44Co - - . - o ADDRESS: 224 . 1J AuD/240 A-,-. - - Contact Number:360 371- /7f9 - 206 ri Notes: Tr_-_,- We a- tE - h.)5P . -,.---. • - . - . . . . - Foundation Purnna - Framing' . Propane Tank • Mechanical -. Setbacks Under-ground Framing Underground Above ground -- Furnace Footing Rough in Air seal Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines . Ducts Post Hole Ventilation Appliance Underfloor _ Gas/wood stove Man-Homes • Setbacks " Insulation . Final inspection Foundation --'.: •..1 .s -,...-. ,. Block&Ile floor _wall ceiling. Address Post'ed - i .. - . . - , 349.7ns,s, ilosgEWT...-2- :. .ZIVit52 .:. - • '1..Wi..z,,,,v-3,-.,.- - • • :t;,9,4 44.IA,'. -*:'', .,.y..2 11 ' • " . 1--°P.I. '.-, ..r.;.• . ' . %-. . ..4 . - - Date 7/41/15 time received /> 5 7 el pm Mon. 1QVVecl, Thur. --Fri. • BLD: /3. - OCY>54, . Date: 7/3O/13 OWNER: MO 2....Coll 1-) 4 ;4 - Contact Name: ti) . • - ADDRESS: 27--t 0 AK),ei,„., Contact Number:360 57q friq . Notes: V 206 g_.`v- C. . M _ k . -,-- • . • - . . • Foundatio. lun •Pmbing - Framing' . Propane Tank- . Mechanical '. ._ .. Setbacks Under-ground Framing Underground Furnace Footing Rough in Air seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines • Oil Straps Interior shear --- Interior lines . Duds #— . Post Hole Ventilation Appliance • • Underfloor • Gas/wood stove Man-Hornes . Setbacks " Insulation. . Final Inspection Foundation- . . '.0 -.i Block&Tie floor _wall ceiling Address Posted . i • - 'aaC 'it,.S, • Y. y •- c Date 7/ time received 10040 et)I pm Mon. Tue . , 'ed Thur. - Fri. BED: ll /3 " 570 Date: 740 - OWNER: - - Contact Name.: ADDRESS: 21,zei iv Contact Number 360.37q 17gq ti,;;. 20.6 { - Notes: - - - -Foundation Plumbing- - Framing' Propane Tank Mechanical - Setbacks Under-ground Framing Underground Furnace Footing Rough in Alrseal Above ground - Gas _ Stemwall __ Hydronic Exterior shear Exterior lines Oil Straps Interior shear _ Interior lines • Ducts ' Post Hole Ventilation - Appliance Underfloor .. Gas/wood stove Man-Homes - • Setbacks Insulation. Final Inspection `i , Foundation . ` • • Block&Tie floor _wall ceiling. . Address Posted s . . . ' l•-•,..,fr.?4,-,11. ...:.." il-":1;":141' V .: . "`•'''. :it‘,.. ..?%.0:7, - ' . - - ' '..-41/11M.- : - . . _. . _ Date_[3:222_2----- time received Cl:2-7(3 pm Cltfili Tues . Thur. -Pd. . 0.- BLD: _________ .___ OWNER: I A.. it- 11..... Contact Name:________ ______ • ADDRESS: - - --A° 4A-k,t_ciGv_ettlic Contact Number 360 _:— • a Notes: . .4 . . . • . - • . .. . Foundation l _It_nbir_gl - Framing: . . Propane Tank Mechanical - _ Setbacks ______ Under-ground Framing _ Under ground Furnace _ Footing _ Rough in Air seal Above ground Gas — Stemwall _ Hydronic Exterior shear Exterior lines Straps — Interior shear Interior lines , Ducts T•____ -7 Post Hole __ Ventilation Appliance • • Underfloor stove Man-Hornes . • Setbacks _ • Insulation • . Final Inspection .,..1 '..: ,.. Foundation- . Block&Tie ______ floor wall ceiling . Address Posted - i ..- .7.e.,vi.,:,p....,. 1:-.Agchr..1.t.go • • -:. (55. 4,s.ii.A.5...:4 • . . irli. WI*'Atti.41°M* - . . . . . .,...4, . Date Er \ "time received L--0 / t am /.0 -• Mon. Tue . .43) 'bur. -Fri. BED: k.2- ,-.t- 5(P? - - Date: b- I 2_ • • OWNER: t"e')(OA- . . • Contact Name7. ADDRESS: 2:z.ck Ik.) hoi.c7L.4-1--A,-) Contact Number.3Q0 - . Notes: s Liz. • ... • Foundation Plumbing - Framing Propane Tank - Mechanical Setbacks Under-ground Framing . / Under ground Furnace Footing Rough in Air seal Above ground Gas Stemwall _ Hydronic Exterior shear V" Exterior lines Oil Straps Interior shear Interior lines . Ducts f --- Post Hole Ventilation - Appliance Underfloor _ Gas/wood stove Man-Hone s • - Setbacks - Insulation Final Inspection Foundation- . , • --.4.• — Block&Tie floor _wall ceiling. . Address Posted t _ _ _ _ _ _ .- ._ _ . . — INIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1-alsralt 42-WIfe,,,,,i " - --•,.. '''''% 'PM4'kat . - - • "It..t.7 ..f, fir-- .-- . - ..4.: -:;-, _ Date -.) time received I f, '3 i am / 0 Tues'. Wed-. Thur. —Fri. BLD: , (.3-- r Date: - , 2_ I_____-_______ OWNER: V(..CA k--\ . Contact Namec ADDRESS: -- 24 Z 10 743-ut,-c.km-t-c541t7e Contact Number.360 e 206 a _ . Notes: - - - w • - " • Foundation Plumbing - Framing . Propane Tank Mechanical - • . . Setbacks Under-ground Framing Under ground Furnace Footing Rough in _______ Air seal Above ground • Gas _ Sternwall Hydronic Exterior shear Exterior lines Oil ______ Straps interior shear Interior lines . Ducts Post Hole Ventilation . ty- Appliance • Underfloor . Gas/wood stove Man-Homes Setbacks ___ nsu• Insulation. . Final Inspection Foundation- , , - . '-.... Block&Tie floor _wall ceiling Address Posted 1, , 4 1 1 . ff' ^,0 Jr-`c :t .- - 11:%:.."0_ - 9." .:17:--"-- Date ID • 1 time received %6-115- am Mon. Tue . Wed: ri. - Date: lb` 3 - - OWNER: . . Contact Name: ADDRESS: r�.L-'"� - ►S r/v1�r .0 Contact Number:360 Z-3 5-1‘2 7 t 1i Notes: .Q- l "$ 206 } , Foundation Plumbing • Framing . Propane Tank- . Mechanical •Setbacks Under-ground Framing _-___ Under ground Furnace Footing Rough In Air seal Above ground Gas Stemwall __ Hydronic Exterior shear Exterior lines _ Oil Straps Interior shear Interiorlines • Ducts v_ Post Hole _ Ventilation Appliance Underfloor ____ stove Man-Homes • Setbacks Insulation. Final Inspection) . Foundation . Block&Tie floor wall ceiling 9 Address Posted i • • Q . �, :;; -- ,94p/s) ii/avi 1#141. ....................,4-,..E.71.!'Ati..,...„....,..„- . FYI 0 �'I • Date - time received 11_3 2-am / pm Mon ue . _Wed: Thur. --Fri. BLD: k 7j _ 5-40 Date: - OWNER: Contact Name:• ADDRESS: 1 - N /°W prurJ Contact Number:364 3? / 79 Notes: 206 :Foundation Plumbing - Framing Propane Tank - Mechanical • Setbacks Under-ground Framing Under ground Fumace _ Footing Rough In Air seal Above ground Gas _ Stemwall __ Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines •• Ducts V _ Post Hole — Ventilation Appliance Underfloor Gas/wood stove Man-Homes Setbacks insulation. Final lnspectionX Foundation Block&lie floor wall ceiling- 9 Address Posled -- - . - . ..7,:..., . . . ,.. . . 4'st,'", ■.-..."U.743.94.40..r.-=.4 . - . ........t.e—v,...L.....:t.,..,....f.... .-.: --.:,.. . . - . ItO) — - Date —1 — time received 2i---v-t./ am /izo) Mon. Tue . ,40 Thur. --Fri. BLD: , 5."--16 . Date: 5 11' .• • -- C,41 OWNER: Contact Name . ...... i . '44 1.0 1'. ..v. , ADDRESS: - 2 Contact Number 360 . ., " • 4 Notes: .- • . " . - . . Foundation Plumbing -Framing Propane Tank Mechanical Setbacks V Under-ground Framing . . Under ground Furnace Footing kit Rough in Air seal Above ground Gas -.Strerin4all ole — Hydronic Exterior shear Exterior lines Oil St Interior shear Interior lines Post . Ducts Ventilation Appliance Underfloor - Gas/wood stove Man-Homes Setbacks Insulation. Final Inspection Foundation . _wall --. Block&Tie floor ceiling. Address Posted V • • • a I �VU h,_>, '15 1 %, 5,4 &I/1,W . e& I -- - LLOCOV �fl FEB 1 9 2013 • Ij u< I JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT • STRUCTURAL CALCULATIONS LATERAL ANALYSIS FOR • DOUGLAS MORTON XXX VICTORY AVENUE PORT TOWNSEND, WA 98368 FOR LEXAR HOMES JOB # 10505638 • PROJECT NO. 13019 • January 25, 2013 CALCULATIONS BY DANIEL A. LILLIE REVIEWED AND STAMPED BY • MICHAEL SZRAMEK, PE, SE RPM] • ► t 7 1 • MOM Nimimm MC SQUARED, INC. 1235 EAST 4TH AVENUE, SUITE 101 OLYMPIA, WASHINGTON 98506-4211 (360) 754-9339 FAX (360) 352-2044 • • • • • STRUCTURAL CALCULATIONS LATERAL ANALYSIS FOR DOUGLAS MORTON XXX VICTORY AVE. • PORT TOWNSEND, WA 98368 FOR LEXAR HOMES #13019 • MC SQUARED, INC. CALCULATIONS • BY DANIEL A. LILLIE, EIT REVIEWED BY • MIKE SZRAMEK, PE, SE ‘t.° '+ wstiYvi fIA's h • % ` „20860 ` c '4) ��5��LNk1.07'O 251 1) • • • MC SQUARED, INC. Job: DOUGLAS MORTON #13019 OLYMPIA, WASHINGTON 98506 Date: Jan-13 By: MS/DAL (360) 754-9339 Sheet: Page 2 of 14 FAX(360) 352-2044 • Scope of Work: Structural calculations for the lateral for a one story wood framed residence located in Jefferson County, WA. Site Address: 1 ` tu ¢rl?4.i 'atet-dWA B$36 • Plan: Plan#1478 Design Loads: Roof Dead load = 15 psf Snow load = 25 psf Is= 1.0 • Wall Dead Load = 12 psf Floor Dead Load = 15 psf Live Load = 40 psf Partition = 10 psf • Conc. Dead Load = 150 pcf Allowable Soil Bearing = 1,500 psf(Assumed) Lateral Forces per the 2009 MC/ASCE 7-05 • Wind: Vas M?,1?, Exposure= Roof Pitch = Seismic: Ss �� • S1 Fa= Fv SDS= 0.817 • SDL= 0.456 Wood Sheathed Shear Walls R= 6.5 Cs= SDS/(R/I) p= 1.3 VLRFD= 0.163 W VASD= 0.117 W • Soil: = 1500 PSF, Bearing Capacity 35 PCF, Active Pressure 250 PCF, Passive Pressure 0.45 Coefficient of Friction • • MC SQUARED, INC. Job: DOUGLAS MORTON #13019 OLYMPIA, WASHINGTON 98506 Date: Jan-13 By: MS/DAL (360)754-9339 Sheet: Page 3 of 14 FAX(360) 352-2044 • Seismic Analysis 2009 IBC/ASCE7-05 • Occupancy Category II Seismic Use Group I Site Class D(assumed) Short Period 1 Second Period Ss= 1.20 Si= 0.438 • Fa= 1.02 Fu= 1.562 SMS = Fa SS= 1.225672 SM1 = Fv Si= 0.68 Sps = (2/3)SMs= 0.82 SDI =(2/3)SM1= 0.46 Seismic Design Category= D Seismic Design Category= D • Seismic Design Category= D Ct=(,f} ip All other structural systems x=107 �a ha = R= NMMfteainngiWail System w/wood structural panels • IE = 1.0 T=Ta= Cthnx= 0.142 k= 1.0 P Cs= %s/(RA) = 0.163 Csmax= Sp1/(TR/I) = 0.495 • Csmin= 0.044SDSI = 0.020 V= CSW = 0.163 W 0.7V=0.7CSW = 0.114 W (0.7E) • • • • 4 _ MC SQUARED, INC. Job: DOUGLAS MORTON #13019 - OLYMPIA, WASHINGTON 98506 Date: Jan-13 By: MS/DAL (360) 754-9339 Sheet: Page 4 of 14 FAX(360)352-2044 • Seismic Weight Criteria Roof Area = :V - �. S'SF W for Roof= 15 PSF 2nd Fir/Low Roof Area T SF W for 2nd Fir= Cr,PSF !4,,, ,SF W for Main Fir= -©;PSF Main Floor Area= �.��1 �_ • LFof 2nd Fir Walls _, 9'LF Plate Ht at Roof= , ; 8'FT LFof Main FIr walls _ d it LF Plate Ht at 2nd Fir= 4 0 FT LFof DL Base Walls C LF Plate Ht at Main Fir , 0 FT Wall Ht to Roof= _ u 'FT W wall= '12 PSF • Wall Ht to 2nd FIr= it' FT Wall Ht to Main FIr- TO FT Seismic Weight Per Level Seismic Load Per Level Wt Roof 36825 # Wt Walls 14400 # • Sum 51225 # VRoof= 5840 # Wt Wails 0 # _ Wt 2nd FIr 0 # Wt Walls 0 # Sum 0 # V2nd Fir— 0 # • Wt Walls 0 # Wt Main FIr 0 # Wt Walls 0 # Sum 0 # VMain Fir= 0 # • Total Wt= 51225 # 0.7V= 5840 # 0.7VTotai= 5840 # Diaphragm Design Forces • FpRoof= 5840 Fpmax= 11720 Fpmin= 5860 - Fp2nd Fir= 0 Fpmax= 0 Fpmin = 0 FpMain Fir= 0 Fpmax= 0 Fpmin = 0 • • • MC SQUARED, INC. Job: DOUGLAS MORTON #13019 OLYMPIA, WASHINGTON 98506 Date: Jan-13 By: MS/DAL (360)754-9339 Sheet: Page 5 of 14 FAX(360) 352-2044 • Wind Analysis 2009 IBC Via = 85 mph Exp= C • Iw= 1.0 (Section 1609.5) 1 MR Ht 1,179 A ' 2 (ASCE 7-05 Table Figure 6-2) Main Wind Force Resisting System Ps= IlwPs3o • P (Table 1609.6.2(1)) Wind Roof Load Horizontal Pressures Vertical Pressures Speed Pitch Case A B C D E F G H 85 mph Flat 1 11.5 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 Ps 13.9 -7.1 9.2 -4.2 -16.7 -9.4 -11.6 -7.4 • Ps min = 10.0 Ps 13.92 10.00 10.00 10.00 -16.70 10.00 -11.62 10.00 Pitch Case A B C D E F G H 2:12 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 Ps 15.6 -6.5 10.4 -3.8 -16.7 -10.2 -11.6 -7.9 Ps min = 10.0 Ps 15.61 10.00 10.41 10.00 -16.70 -10.16 -11.62 10.00 • Pitch Case A B C D E F G H 3:12 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 Ps 17.4 -5.8 11.6 -3.3 -16.7 -10.9 -11.6 -8.3 Ps min = 10.0 Ps 17.42 10.00 11.62 10.00 -16.70 -10.89 -11.62 10.00 • Pitch Case A B C D E F G H 4:12 1 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 Ps 19.2 -5.1 12.8 -2.8 -16.7 -11.6 -11.6 -8.8 Ps min = 10.0 Ps 19.24 10.00 12.83 10.00 -16.70 -11.62 -11.62 10.00 Pitch Case A B C D E F G H • 6:12 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7.0 Ps 17.4 2.8 12.6 2.9 -7.7 -10.5 -5.6 -8.5 Ps min = 10.0 Ps 17.42 10.00 12.58 10.00 10.00 -10.53 10.00 10.00 Pitch Case A B C D E F G H 7/12:12 1 12.9 8.8 10.2 7 1 -7.8 0.3 -6.7 2 12.9 8.8 10.2 7 5 -3.9 4.3 -2.8 • Ps 15.6 10.6 12.3 8.5 6.1 -9.4 5.2 -8.1 Ps min = 10.0 Ps 15.61 10.65 12.34 10.00 10.00 10.00 10.00 10.00 • • MC SQUARED, INC. Job: DOUGLAS MORTON #13019 • OLYMPIA, WASHINGTON 98506 Date: Jan-13 By: MS/DAL (360)754-9339 Sheet: Page 6 of 14 FAX(360) 352-2044 • Use 15..,.0. psf for Areas A and B(Conservative wind load) Use 12 71 psf for Areas C and D(Conservative wind load) 0.4H = 4.716 Least width = 50.i 0.1L= 5 Min a = 3 • a = 4.716 2a= 9.432 Use 18 864,FT Wind Criteria for Front/Back(Between 1-3) Upper Roof Ht at Front/Back= 7 583;;FT Lower Roof Ht at Front/Back= 0 FT • Wall Ht to Roof= 8 FT Length of Wall at Upper Roof= 50 LF Wall Ht to 2nd Fir/Low Roof= 0 FT Length of Wall at 2nd Fir= 0 LF Wall Ht to Main Fir= 0 FT Length of Wall at Main Fir= ,,i LF Length of Wall at Low Roof= 0'LF Wind to Upper Roof Length of wall Wind Load • 18.3(7.6+8.0/2)= 212.3 PLF 18.864 FT 4005 # 12.7(7.6+8.0/2)= 147.2 PLF 31.136 FT 4582 # Sum = 8588 # Wind to Lower Roof Length of wall Wind Load 0 0.O PLF 6FT 0 # 0 0.O PLF -6 FT 0 # • Sum = 0 # Wind to 2nd Floor Length of wall Wind Load 0 O PLF OFT 0 # 0 O PLF OFT 0 # Sum = 0 # Wind to Main Floor Length of wall Wind Load 0 O PLF 18.864 FT 0 # • 0 0 PLF -18.864 FT 0 # Sum = 0 # Wind to Deck Length of Deck Wind Load 18.3( 7,.0 )= 0 PLF 77774 FT 0 # Wind to Covered Porch Length of Roof Wind Load • 18.3( 0, , ( �) = 0 PLF _ r0 FT 0 # Sum to Front/Back= 8588 # • • • MC SQUARED, INC. Job: DOUGLAS MORTON #13019 OLYMPIA, WASHINGTON 98506 Date: Jan-13 By: MS/DAL (360)754-9339 Sheet: Page 7 of 14 FAX(360)352-2044 • 0.4H = 4.716 Least width = 50 0.1L= 5 Mina= 3 a= 4.716 2a= 9.432 Use 10.864 FT • Upper Roof Ht at Sides= 4 76 FT Lower Roof Ht at Sides= 0;FT Wall Ht to Roof= 8 FT Length of Wall at Upper Roof=: 50 LF Wall Ht to 2nd Flr/Low Roof= 0 FT Length of Wall at 2nd Fir= LF Wall Ht to Main Fir= 0 FT Length of Wall at Main Fir= " LF 9 - s Length of Wall at Low Roof= • Wind Criteria for Sides(Between A-E) Wind to Upper Roof Length of wall Wind Load 18.3(4.8+8.0/2)= 160.6 PLF 18.864 FT 3029 # 12.7(4.8+8.0/2)= 111.3 PLF 31.136 FT 3465 # Sum = 6495 # • Wind to Lower Roof Length of wall Wind Load 0 0.0 PLF 10.8 FT 0 # 0 O PLF -10.8 FT 0 # Sum = 0 # Wind to 2nd Floor Length of wall Wind Load 0 OPLF OFT 0 # • 0 O PLF OFT 0 # Sum = 0 # Wind to Main Floor Length of wall Wind Load 0 O PLF 18.864 FT 0 # 0 0 PLF -18.864 FT 0 # Sum = 0 # Wind to Deck Length of Deck Wind Load • 18.3(4 , " )= 0 PLF '0'.FT 0 # Wind to Covered Porch Length of Roof Wind Load 18.3( )= 0.0 PLF —FT 0 # Sum to Sides= 6495 # • • • • 1 MC SQUARED, INC. Job: 1 Lf,N - I•4 78' . OLYMPIA,WASHINGTON 98506 (360)7549339 Date: By: FAX(360)352-2044 Sheet: Page 7 of I/ - w L • . 2a , , : • • i • • II • i • . I , - T • • er7, E.. �1p 3 W • f • I N 11 : V� , , • n.. ,, i ,, . , i i , . :.... i : . . . . . . . . . . . , :,, , lfza • • • _. ..- - _ I i t , , s � I E • • • :, MC SQUARED, INC. Job: DOUGLAS MORTON #13019 OLYMPIA, WASHINGTON 98506 Date: Jan-13 By: MS/DAL (360)754-9339 Sheet: Page 9 of 14 • FAX(360) 352-2044 Roof Diaphragms(Wind) Line WPLF L B V v M C=T • 1 -2 172 30 42 2576 61 19322 460 # 2-3 172 20 50 1718 34 8588 172 # A-B 130 6 50 390 8 585 12 # • B-C 130 22 50 1429 29 7858 157 # C-D 80 14 23 560 24 1958 85 # C-E 130 22 20 1429 71 7858 393 # Roof Diaphragms(Seismic) • Line WPLF L B V v M C=T ' 1 -2 109 30 42 1628 39 12209 291 # 2-3 129 20 50 1292 26 6460 129 # A-B 134 6 50 403 8 605 12 # • B-C 135 22 50 1486 30 8171 163 # C- D 62 14 23 435 19 1522 66 # C-E 54 22 20 594 30 3268 163 # • • • • MC SQUARED, INC. Job: DOUGLAS MORTON #13019 OLYMPIA, WASHINGTON 98506 Date: Jan-13 By: MS/DAL (360) 754-9339 Sheet: Page 10 of 14 FAX(360) 352-2044 Loads to Lines(Wind) Line Roof Sub Total _ 1 2576 2576 2 2576+1718 4294 3 1718 1718 8588 # A 390 390 B 390+1429 1818 C 1429+1429 2858 7054 # D 560 560 E 1429 1429 - Loads to Lines(Seismic) Line Roof Sub Total 1 1628 1628 2 1628+1292 2920 3 1292 1292 5840 # A 403 403 - B 403+1486 1889 C 1486+435+594 2515 5836 # D 435 435 E 594 594 _ I • • MC SQUARED, INC. Job: DOUGLAS MORTON #13019 OLYMPIA, WASHINGTON 98506 Date: Jan-13 By: MS/DAL (360) 754-9339 Sheet: Page 10 of 14 • FAX(360) 352-2044 Loads to Lines(Wind) Line Roof Sub Total • 1 2576 2576 2 2576+1718 4294 3 1718 1718 8588 # A 390 390 B 390+1429 1818 C 1429+1429 2858 7054 # • D 560 560 E 1429 1429 - Loads to Lines(Seismic) • - Line Roof Sub Total 1 1628 1628 2 1628+1292 2920 3 1292 1292 5840 # • A 403 403 B 403+1486 1889 C 1486+435+594 2515 5836 # D 435 435 E 594 594 - • • • • • ` . m CO cu to C O N. a) C C N N OI p _32 co 0 0 `0 F C• • O 01 Z Z Z n J Nr O H D O Q O 0 O •- N - a CO(0 c to 0) co d0 co • � fnN- Z � i 1 I 'c'" N- N �an co try c N r.d s . N N C ;' ; tp N O M• T T tL) O In N N O M co Z f6 = CO co CO CO CO CO CO CO O F- to - - - - N 2 OO co p N Nr ti ti ti N- N- N g ` 0 0 Cr) C r∎ LO CO Tr p 0 CD In•O < N T O N M O •- 0 • - N l0 QO '- Cl) j +i= r; T, 'r N N ' 0 --) Cl CO ' I- CA O N- N N N • 00 M N N N d' CO T • O N Cat - to r it it a1 M a co — .0 t (0 t 1 Zp N Q C) (0 O N: M �; t t. 0) Q T r: CO Z W • Z O M N * C 1- D0 , N rn co W Z re -± 3 (Y) LO N O w co O vt �� RI . = CO ^6 N T N r N CO se co V Q `'Q > tY cc CC ct C W Ce C co LL L >-N m C_ O R J T N CV) < m 0 0 W 9. 0 j N a U) T • • TYPICAL SHEAR WALL NOTES Use 1/2" dia. by 10"Anchor Bolts (AB's) with single plates or 1/2" dia. by 12" AB's with 3X or double plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wall, and shall project through the • bottom plate of the wall. All anchor bolts shall be placed within 12"from corners, and 12" from the ends of both plates at splices. All anchor bolts shall have a 3" square, 1/4" thick plate washers between the top of the sill plate and the nut. ALL ANCHOR BOLTS, NUTS AND WASHERS SHALL BE EITHER STAINLESS STEEL OR GALVANIZED STEEL WHEN IN CONTACT WITH PRESSURE TREATED WOOD. • All wall sheathing shall be 1/2" CDX plywood, 5/8" T1-11 siding, or 7/16" OSB with exterior exposure glue and span rated "SR 24/0" or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 8d or 10d common (8d common nails must be 0.131 inch diameter, • Senco KC27 Nails are equivalent. If 10d common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent when used with %/s" plywood). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. • Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent holdowns by United Steel Products Company "Kant-Sag" that have ICC approval can be substituted in place of Simpson holdowns. The nailing of the sole plate to the floor shall be 16d common nails to match the spacing of the shear wall edge nailing. • Wall framing shall be #2 Hem-Fir or better. 3X, 4X, or 6X studs can be made from multiple 2X studs nailed together with (2) rows of 10d's at 8" on center each row. ROOF DIAPHRAGM • '/i' plywood or 7/16" OSB, span rated 24/16 or better, nail with 8d common nails at 6" on center edges and 12" on center field. Sheathing shall lay perpendicular to framing. FLOOR DIAPHRAGM 3/4" tongue and groove plywood or OSB sheathing span rated 48/24 or better. Glue • and nail with 10d commons at 6" on center edges, and 12" on center field. Sheathing shall lay perpendicular to framing. • • • - SHEAR WALL SCHEDULE 1. Sheathing nailed with 8d's at 6" on center all edges. (Capacity= 242 plf) 2. Sheathing nailed with 8d's at 4" on center all edges. (Capacity= 353 plf) • HOLDOWN SCHEDULE LSTHD8 LSTHD8 embeds 8" into concrete foundation, LSTHD8 attaches to double studs minimum with (16) 16d sinker nails. (Cap = 2185) LTT20B LTT20B attaches to foundation with 1/2" diameter anchor bolt with 7" • minimum embedment. LTT20B attaches to double stud minimum with (10) 16d sinker nails. (Cap = 1290) HTT5 HTT5 attaches to foundation with 5/8" diameter anchor bolt with 16" minimum embedment. HTT4 attaches to double stud minimum with (26) • 16d nails. (Cap = 4375) HDU2 HDU2 attaches to foundation with a 5/8" diameter anchor bolt with 14" minimum embedment. HDU2 attaches to double studs with (6) Simpson SDS1/4X3 screws. (Cap = 2215) • • • • • • • 1 • " MC SQUARED, INC. Job: DOUGLAS MORTON #13019 OLYMPIA, WASHINGTON 98506 Date: Jan-13 By: MS/DAL (360)754-9339 Sheet: Page 14 of 14 FAX(360) 352-2044 • Anchor Bolt Spacing 1/2" o AB's in 2X Sill II Cap 590 x 1.6 =944 1/2" a AB's in 2X Sill I Cap 340 x 1.6 =544 • 85 mph Wind Exposure C at 20ft2 Zone 5 18.3 x 1.21 = 22.18 Zone 4 12.7 x 1.21 = 15.38 Average of Zones 4 &5 (22+15)1/2= 18.78 psf • Wall Ht 8' Tributary Area (Wall"t,2)= 4' Wind to Sill Plate 18.78 x 4'= 75.1 plf •. Max AB Spacing 544/ 75.1 = 7.24 Use 72"oc max • • • • • 2009 WSEC ENERGY COMPLIANCE CERTIFICATE Permit# 86.1).43 C90 6,7 Conditioned Floor Area / _ 2$?' Date: i>C) /Ll Property Address: / / " '4,-)1164.44 .Ch's Insulation Values:Walls(above grade)=R- 21 (Below) ,Ceilings(Flat)=R-/? ,(Vaulted)=R- / Under Floor Over Unconditioned Space=R- 30 ,Slab on Grade WINDOWS AND DOORS: Window NFRC Rating U-Value= .30 , SHGC=.30 Skylights=11-.50,SHGC= Door U-Values: Fiberglass Front= .20 ,Garage to Entry 6-panel= .16 , Rear 1/2 light= .29 SHGC of all doors<1=.30 Door R-Values: Front=5.0,Garage to Entry 6-panel=6.25, Rear 1/2 light=3.45 Chapter 9 Option(s): Total Chap.9 Credits 1 Heating,Cooling&Domestic Hot water: All ducts&HVAC in conditioned space( YES / NO ) Insulation R= 8 System Type Efficiency Heating Type: r Cooling Type: -,X_'. D.Hot Water: ms's g System Verifier: Blower Door Verifier: Test Method: Total Leakage Leakage Exterior Air Handler Present Test Target CFMn25Pa Test Results n CFM(/ 25Pa , Building Air Leakage target:<0.00030 Teste, a 'es.Its: 2 A" ,iq / Lexar Representative Signature: . _ t r r. 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HOME S dam+ I o \ J o PLAN PORT TOWNSEND, WA 98368 w oo wo 0D 0 92 & 94 KALA SQ. PL., PORT TOWNSEND, WA. 98368 o"-- (360) 379-8600 o cow o M r W pr m� > DD - OW 0D Nmm- zXr N D• �� W' r x ?_.I Sm�� -iw mr�W °' Zrm W -n c0 C f2T1� D I 2� (n OZD I-- -+zx Z v yco O W Dm O p � -D )Tt w -D-1c r-_1_ CAN m-0 m F>uZ w D0 c p < Z CnP 0 0 ° r_mZ II Ommmr I� 0 0m ,-12 0© . mo OOm II ❑ m NfZ07-0 m Q —I Om 6" ri0� pNZ°° m - 0m•- CI) ° ZOSW �A r° 6" 1'-O" MIN —{ m�� y pzmr�* m mz cn �— MIN G) O z0n z Dr-�00 m,i up I \ \ II � I r zF z0 m° O t").. \!— 1 I , �, Z -co;0- , — 'A:�ir Z * zm -I � � Z �� L A v _ / , // „:1„. - O I DU): N Z N Z T O,- \`. �_ 2 U z m O m'e H 0 zN N I (^ A > OZ °m p m-i Tl- n 0 In-0 -0 Re 5 ° ? 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N -Dm•D moo A z2 c D Z ❑ NAr co m m Z X-0 �. ° 6 ZDOO Wmrn� WO O y c °- A =v ■ Fm I— o vci D mom D Z 0—< F D co pi DAN N r �p� co.. * ,7O I \r O Zm� rNm D m (n° ---,C___.1._ D 0 °m W W r v © (n m p Q 0 Z r m p r m J r D A Z -<p 00 OOzZ -Iin N O SrnN r= 0 -1 0 z m z �OZ -mom D� 0 �r < - U �-i m� �OD p O mO -{ W Z7 W = A W O mr w m N U m ®lay 1' 6° MIN .. °41\I-1;. z cn f V) 01 waP D00 Dc 7 1« Ow a i� i' M Z • D Om W m C \ n a xi f v J O X Ui (n a O (n W m-- W II c- a �1i © v�2 O m I I I N D 2 p? Z v' nm © zc� —I - �zz Z l','1111 -mn ( I O 0 = 0 I ) 11 1 Z -1 !A- o o A ► p I I J=gig (�I O D — Xi m 1 11 Vii? O CDT 1 m t co 0 D� m� at D m m c) !rill m G7 , N ❑^ \ CO Z n r' r_� m D �z ° I- I- I I z --q-I y v N W O m n =,'4 �— z oD In t 0 0 o o Sheet Contents: Project Title: cb cb j DOUGLAS STRUCTURAL LXARAR DETAILS 0 , 2 j XXX VICTORY AVE. I-I O M E S „,,,,,, _,_,., o0 \ CO o PORT TOWNSEND, WA 98368 0 o w 0 92 & 94 KALA SQ. PL., PORT TOWNSEND, WA. 98368 CO o rn (360) 379-8600 o J CO� W i I. T Z m N O D >>2K(../4 Fzm-o' N mM>A 2 °r=mp O N m o N m° CD1 i f=T1 N >D °2° N D m -1W W� O _A D -aO �< m2pC-< mm n� .Fri II r p DZ m- m0zm0 Om II m 1 N2 faOl pW OD ��G)p .�°-� 'p D3 Cn `� Cl) m r I cn c� !�° m z c m 11 il W v po m O c> N N N� [_ C mZ- nD `.r 01 Z r N N �Z^1 MI. vi f=Tl IS J ,li 0 o m c „m o_z N ®� \,PPrTZr !I �*m•m = A m m Cli O D CO o z1I\\I11111!�! � r .® z 90---r _ °� W 1:1 NN CO N �(� _N A N Z F 0� PiK> C -0 O O N m m n mm� o N m r�r,� 04:"::! D N m O -0 ow h r= y° z o - zoo mI- ? I sm ne H om co I— °m N°m iii M �� m-'m 0 73 di mm Nm ° N O = 0-p Om C7 O O �- Zx mm p NNG7'Tl m MZ �` O C N° = Nc0 m� mN DOOR ROUGH OPENING m 2 m m �' m N m—1 m TYP. 6'-10i" FOR 6'-8" DOOR a r o 't, m z °z m vmi II C z -Zi�m� ,` zi= z6) z I D A 1 O °2 0 V o w x z<< �2 Z m -00ZZ F U3 m N O Vmi m f=Tl ♦� zmz° 7 m II m m D �� ` P X o N n 0 I— m -I Z = m N T N D o ,r m o o =x _ �mmm� -n w v �� — ° _�D� ° ° O p o CO n O C< �� _ A D D p r O �� Z m I L m w zz O Zria0 z -< .r.Vi0r A _ p O — 0 m m z m Z \ A c2 m N.. N . (7 z r _ r z D F- V) N N*D D r m 2 Z N° vi —1 co m ', a?Q" ,,, Sp a y +r m h! .a �:, D O Z N D Y y• i \° m D a Z G7 n z II S '.,', z v x Z 41 0 D G Z G7 NC DO> p o m Oo -P r. iT [ D �?° Ar -I / Ax O �mN ZOppx O 0 CWG) p Z )> Nom N N tiC m _ N = Z7 ,- =z m Np z � m c> O c- N1-0 �z 02) 2 m 71 N m NNmcoD Nm �Z7 o c m 0 DIV�r-n m _ vc�m �z>Cr ioi m O pmz�= ....mu omom — c z Z D m N 0 0 06ONA .. ..-.. N -CU ��.... �m r l - 10 ■l1 —► \ m ,"'I""f "' lk,.-,.a ii F ,1 > Xi CD r 2 -71 ` O C.) �� fmT1 D / �V v / m * r C mOOZO�_ / D D TI m OAO inr rmrl O r C)O W r p m m z m N ?i m °N r co S2 1:$8 ROUGH OPENING N C xi o Ho m I-0 *m,,�O mAO >>> ' ��0x D o_mZ O -�n°- ' �mm O 2) no _ nn° r20_ Z7 oop NrnA z = u d1 . 2O-oW c = I r'y�O K m Z z n _ -" ' N I'' L z g �• z a _ I m U) -1 r m t r . o o o Sheet Contents: Project Title:0.(in o DOUGLAS o STRUCTURAL MORTON con o ° (.7, J �, DETAILS XXX VICTORY AVE. HOME S w o0 w CO c, PORT TOWNSEND, WA 98368 c, w 92 & 94 KALA SQ. 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' D cnN a� � � oWO mrcDn ° ate o � 4Z �$c ��p'* O m m N z m m co O N c-, -0 N m = ��Ch « � : O N r- D xi r - S y m Cn m MI rT n ➢ z S z m k7 * O� m O s` < � O � Z M m W -c/)� y X O m O m0 r D z Z m O D = -ice -1' o •• - v-) zzNn _1 o cL I- 2'n m =.--- = n = N . o - - wcoZ zD 0 = c7 m x N 0^ r O C) © m m z z p o x 0 KD = n z ` _4-, .._O co m C c� z O z O ZI / I� ! . r n c z _ D = Z = I ZI Z _ ° _ z m z Cl m o - m D r � � = C) UDD m tn = r �X�ll I c , ° z )n ^' I rn v, -0 U n r-i -...... \7.� cn ( D - Cl 7, . �L r= 7--' z Cl 0 Cl z o Q O -� I m zm o ^ m -< � � .- rip x coo m Cl Cr) P1• o L z -� O -I p 0) � � � D � = � z o m D D m Q .D C Z F.) )=.- -1 � _ Z : _'_---- - ----1 ,- _� -:Fi 1 I- O _ r- 0) MN M e •e 0 e CO t C•- 0 CO o Sheet Contents: Project Title: o o STRUCTURAL DOUGLAS CT MORTON LE AR LXAR 0„, w ° o ° U, DETAILS XXX VICTORY AVE. o w ° H O M E 8 o ' o PORT TOWNSEND, WA 98368 o w - 92 & 94 KALA SQ. 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Lri r., x- ) U 1 . rn o C 1■3 Z .-+ ......■ ) . 0 0 . , - 0 0 , , s ., ' Washington State Energy Code ponent Performance Worksheet,Type R-apancies Lexar Homes-Plan#1478 Doug Morton 164 east montgomery st port hadlock wa 98339 Heating System Size Ducts are located in unconditioned spaceL Conditioned Floor Area 1478 Equipment size over design load 21 0 0 0 Conditioned Building Volume 12511.5 Btu/hour output 22,824 Weather Station Pon Townsend ■ KW 6.7 Component Performance,R-3 occupancies Code Target Values Proposed Design Values Area UA Area UA Vertical Glazing U= 0.300 222 66.5 155 46.5 Overhead Glazing U= 0.500 0 0.0 0 0.0 Doors U= 0.200 36 7.1 36 8.0 Flat/Vaulted Ceilings U= 0.027 1478 39.9 1478 43.1 Wall(above grade) U= 0.056 1341 75.1 1407 77.5 Floors U= 0.029 1478 42.9 1478 42.9 Slab on Grade F= 0.360 0 0.0 0 0.0 Below Grade 2'depth,wall U= 0.042 0 0.0 0 0.0 2'depth, slab F= 0.590 0 0.0 0 0.0 3.5'depth,wall U= 0.041 0 0.0 0 0.0 3.5'depth, slab F= 0.640 0 0.0 0 0.0 7'depth,wall U= 0.037 0 0.0 0 0.0 7'depth,slab F= 0.570 0 0.0 0 0.0 Target UA Total 231.5 Proposed UA Total 218.0 Target Credits from Chpt. 9 1.0 Proposed Credits from Chpt. 9 2.0 If the Proposed UA s the Target UA,and the Proposed Credits From Chpt. 9 are>_ 1 than the home meets the 2009 WSEC. Check other code requirements ■ 7T7I I I Jti t LEO`!CO.,NTY r i_CpMMI;N lY'EE EIOPMENT Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 1/11/2013 1 of Energy Washington State g gy Cod ponent Performance Worksheet,Type R- panties Vertical Glazing Plan Component Glazing Width Height ID Description Ref. U Qt. Feet '"c' Feet '"c' Area UA Entry 2g1 Milgard 3DMax,Vinyl, Low-e,ar,Pic V NFRC 0.300 1 1 ° 5 ° 5.0 1.5 Liv/G 2gl Milgard 3DMax,Vinyl, Low-e,ar,XO V NFRC 0.300 1 7 ° 4 ° 28.0 8.4 Liv/G v 0 0.000 0.0 0.0 Liv/G v 0 0.000 -- -- - 0.0 0.0 Hall/f. v 0 0.000 0.0 0.0 Dinin 2gl Milgard 3DMax,Vinyl, Low-e,ar,SGD yr NFRC 0.300 1 6 ° 4 ° 24.0 7.2 Dinin V 0 0.000 0.0 0.0 Dinin 0 0.000 0.0 0.0 Kitch 2g1 Milgard 3DMax,Vinyl, Low-e,ar,XO Iv NFRC 0.300 4 ° 3 6 0.0 0.0 Kitch V 0 0.000 Kitch V 0 0.000 0.0 0.0 Mbr 2gl Milgard 3DMax,Vinyl, Low-e,ar,XO IF NFRC 0.300 1 6 ° 4 ° 24.0 7.2 Mbr V 0 0.000 0.0 0.0 Mbth 2gl Milgard 3DMax,Vinyl, Low-e,ar,XO V NFRC 0.300 1 6 ° 4 ° 24.0 7.2 Bd2 2g1 Milgard 3DMax,Vinyl, Low-e,ar,XO Iv NFRC 0.300 1 6 ° 5 ° 30.0 9.0 Bd3 2g1 Milgard 3DMax,Vinyl, Low-e,ar,XO V NFRC 0.300 1 5 ° 4 ° 20.0 6.0 Bd4 0 0.000 0.0 0.0 Bath V 0 0.000 0.0 0.0 Den/1 - - - - - V 0 0.000 0.0 0.0 Den/I V 0 0.000 0.0 0.0 Bonu V 0 0.000 0.0 0.0 Util --- -- --- 0.000 0.0 0.0 Othei V 0 0.000 0.0 0.0 Other - - I V 0 0.000 0.0 0.0 Other V 0 0.000 0.0 0.0 Other V 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 __ 0 0.000 0.0 0.0 v 0 0.000 0.0 0.0 ` 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 Iv 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 -- -_. v 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 v 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 V 0 0.000_ 0.0 0.0 Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from m Washington State University Extension Energy Program. (see copyright restrictions) 1/11/2013 2 of 6 ' Washington State Energy Codibponent Performance Worksheet,Type R- pancies v 0 0.000 0.0 0.0 0 0.000 0.0 0.0 v 0 0.000 0.0 0.0 v 0 0.000 0.0 0.0 0 0.000 0.0 0.0 0 0.000 0.0 0.0 v 0 0.000 0.0 0.0 Sum of Area and UAI 155.0 46.5 Glazing Area Weighted U 0.300 Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA 1 Exempt Door if less than 24 SF #N/A NA 1 3 ° 6 8 20.0 Steel 6-Panel Insulated,(Gar.) V Custom 0.160 1 2 8 6 8 17.8 2.8 Steel Insulated 1/2 lite V Custom 0.290 1 2 8 6 8 17.8 5.2 0 0.000 0.0 0.0 0 0.000 0.0 0.0 0 0.000 0.0 0.0 1- 0 0.000 0.0 0.0 �! 0 0.000 0.0 0.0 0 0.000 0.0 0.0 0 0.000 0.0 0.0 0 0.000 0.0 0.0 If exempt door is selected, must be s 24 SF. Sum of Area and UA _ 35.61 8.0 Copyright 2010,WSUEEPI 0-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 1/11/2013 3 of 6 Washington State Energy Codibponent Performance Worksheet,Type R- ipancies Overhead Glazing: Plan Component Glazing Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA I. 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 N.— — — 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 VI 0 0.000 0.0 0.0 N. 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 Sum of Area and UA 0.01 0.0 Flat/Vaulted Ceilings Plan Component Attic ID Description Ref. U Area UA R49 blown Attic STD baffled V 10-7 0.027 838.5 22.6 R49 blown Scissor 5:12 STD baffled V 10-7 0.032 639.5 20.5 0 0.000 0.0 I V 0 0.000 0.0 Sum of Area and UA 1478.01 43.1 Copyright 2010,WSUEEPI 0-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 1/11/2013 4 of 6 Washington State Energy Codelliponent Performance Worksheet,Type R-Opancies Walls(Above Grade) Plan Component Wall ID Description Ref. U Net Area UA R21 cavity+RO foam INT 2X6W Lap V 10-5 0.054 1267.4 68.4 R19 cavity+RO foam STD 2X6W T111 V 10-5 0.065 140.0 9.1 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 Sum of Net Wall Area and UA 1407.41 77.5 Floor(over crawl or exterior) Plan Component Floor ID Description Ref. U Area UA R30 vented Joist 16oc V 10-3 0.029 1478.0 42.9 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 Sum of Area and UA 1478.01 42.9 Slab on Grade(less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA V 0 0.000 0.0 v 0 0.000 0.0 v 0 0.000 0.0 N 0 0.000 0.0 Sum of Area and UA 0.01 0.0 Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 1/11/2013 5of6 . • s Washington State Energy Codibponent Performance Worksheet,Type R- ipancies Below Grade WaII:2 foot depth Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA V 0 0.000 0.0 0.000 0.0 r V 0 0.000 0.0 0.000 0.0 V 0 0.000 0.0 0.000 0.0 v 0 0.000 0.0 0.000 0.0 Sum of Area, Length and UA 0.01 0.0 0.01 0.0 Below Grade Wall:3.5 foot depth Plan Component Wall Wall Wall Slab Slab Slab ID Description - Ref. U Area UA F Length UA V 0 0.000 _ 0.0 0.000 0.0 V 0 0.000 _ 0.0 0.000 0.0 _ v 0 0.000 0.0 0.000 0.0 0 0.000 0.0 0.000 0.0 Sum of Area, Length and UA 0.01 0.0 0.01 0.0 Below Grade Wall:7 foot depth Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length _ UA V 0 0.000 0.0 0.000 0.0 V 0 0.000 0.0 0.000 0.0 i V 0 0.000 0.0 0.000 0.0 v 0 0.000 0.0 0.000 0.0 Sum of Area, Length and UA 0.01 0.0 0.01 0.0 Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description la High Efficiency HVAC Equipment 1 ❑ 1 b High Efficiency HVAC Equipment 2 ❑ 1c High Efficiency HVAC Equipment 3 ❑ 2 High Efficiency HVAC Distribution System ❑ 3a Efficient Building Envelope 1 IS 0.5 3b Efficient Building Envelope 2 ❑ 3c Super-Efficient Building Envelope 3 ❑ 4a Air Leakage Control and Efficient Ventilation ❑ 4b Additional Air Leakage Control and Efficient Ventilation ❑ 5a Efficient Water Heating El 0.5 5b High Effieciency Water Heating ❑ 6 Small Dwelling Unit El 1.0 7 Large Dwelling Unit ❑ 8 Renewable Electric Energy ❑ *1200 kwh Total Credits 2.00 Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 1/11/2013 6 of 6 mi. • Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information t tM 7j ,2--ay 962-rry.2az- This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition).This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review.The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself.To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code Glazing Glazing U-Factor Door v Vaulted Wall'2 Wall-into Wall-ext4 Slab6 Option %Area : U-Factor Ceiling2 Ceiling3 Above Below Below Floors on /o of Floor Vertical Overhead Grade Grade Grade Grade R-49 or R-21 Q I 13% 0.34 0.50 0.20 R-38 R-38 Int TB R-10 R-30 R210 _ Adv. R-49 or R-21 Q II 25% 0.32 0.50 0.20 R-38 R-38 Int. TB R-10 R-30 R210 Adv. 1 R-49 or R-21 Q III Unlimited 0.30 0.50 0.20 R-38 R-38 Int TBI R-10 R-30 R-10 Adv. _ _ See WSEC table 6-1 for footnotes — Glazing Schedule Attached to Document ❑ Does not apply.(SEE INSTRUCTIONS)Using Prescriptive Option Ill.All glazing and doors meet maximum U-factor.Alternate heating size method submitted. ❑ Option I or II,Glazing to floor area limit(WSEC 602.7.2) ❑ Area weighted window,skylight or door U-factor(WSEC 602.7.2) ❑ As part of the heating system sizing calculation(IRC M1401.3&WSEC 503.2.2) 1 Radiant slab: ❑ R-10 foam insulation,continuous with thermal break(WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required • Opt. Opt. Description la High Efficiency HVAC Equipment 1 0 lb High Efficiency HVAC Equipment 2 0 1c High Efficiency HVAC Equipment 3 CI 2 High Efficiency HVAC Distribution System 0 3a Efficient Building Envelope 1 _ 0 3b Efficient Building Envelope 2 _ 0 3c _Super-Efficient Building Envelope 3 0 4a Air Leakage Control and Efficient Ventilation 0 4b Additional Air Leakage Control and Efficient Ventilation CI 5a Efficient Water Heating 0 5b High Effieciency Water Heating 0 6 Small Dwelling Unit 0 7 Large Dwelling Unit 0 8 Renewable Electric Energy *1200 kwh 0 Total Credits 0.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEP10-010 Copyright ri ht 2010 • . deS1.('"--- 0� JEFFERSON COUNTY • • DEPARTMENT OF COMMUNITY DEVELOPMENT ` 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax '$' '~ www.co.jefferson.wa.uslcommdevelopment Master Permit Application MLA: (3--),5 Project Description(include separate sheets as necessary): 96.Z.--//4/-02 0 Z c �-2 , -2g7 a4- J s-cc. 3s To°r'30Af AA.,/iv 4oed 9G2_/i y_2,rs Tax Parcel Number. 5 //' f 2O.Z.. Property Size: , or F 7 4-ri<1.i,(acres/square feet) Site Address and/or Directions to Property: A r/`i( / G C. o Arc. r „,27.- td r_c/N e'r✓q �1�- �, Property Owner(s)of Record: r. Atli - Telephone: Fax. email: Mailing Address: ' ' ( ■ it.. . r Applicant/Agent(if different from owner): 4f`i,'� 1.4-v k'r Telephone: 3(,O —.'s 3—s-/G. 7 Fax: email: r s ,;cv - 421 -,e.0.01___ Mailing Address: • .- S / e c ”. - - " . -,. What kind of Permit?(Check each box that applies ❑Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) Single Family Garage IV Detached ❑Conditional Use[C(a),C(d),or C]*" ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat'"* ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Lon! Plat** ❑Sign � !ik-."*1- :' - al '-velopment(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis I i 1 (E i!,i= �•%= i .A `n ❑Stormwater Management ', ! shorettlreh = = s = ;Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD I 1 i ❑Shoreline Manageme t c bstantial Development** ❑Temporary Use ;i a , =line Motnpgernent Voidance ❑Wireless Telecommunication* 'I ' ■ •m.rehens Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratoriu U ❑Jefferson County Shprelin@ Master Program Amendment `May require a Pre—Application Conference 1 i ri treesegetation-Request )f= ^R"'Re uii'Es a Pre-Application Conference Please Identify any other local,state or federal peniiiiiiiiiiiiiiiiiiiiiiiitaiiiiiposil,-if known: �^/ DESIGNATION OF AGENT I hereby designate/X X J 7i A A" lr4' to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ,/`art ! ' �_ Date: — / (i' — 1 3 By signing this application f.awthe . 'er/agent attests that = 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 Iiablities,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..that he or she nts p'• notice. /, AV Signature: IN..si /, Date: 2 ` t'l — 3 The action or actio ' ...•nt WI undertake :`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 Acr or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or ft holds individual and non-transfera.-responsibi , .r adh= 'ng to and complying with the ESA. The Applicant has read this disdaimer and signs and dates it below. Signature: I 1. Date: e2...-147-- / 3 G:\PennitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc >- 0 • CC C H 0 O O Q LL N _O Z LL s O H O L!7 -7 O OD — � O Z r� O ID — NI- Q U O O L J l' J -o g O= -O -I-. co 1 C V 0 = I- i^ LU O Z J C) .0 L t C-) N- .= Jo V U U cc Z O co J O_ O. = `\ � U F— F— 0 co 0m CO O a) a) m a) -O (NJ = O I U CO CC -0 CO LU C = 3 CO 3 F- OO '� O CO O CO CO J U O 0] -0 Q Z C = ,- = H -- .- Cr 3 CC 3 >- N 2 3 I- CI- F- to I- -0 CC O W U7 CA C W N LO J W W 0_ L!7 CO O7C 07 0 O CO C.0 CO Q 0 } Y Z CC •• CO }- DC � O W C.7 W CO Cl 0 # O } Q ¢ J I-I CO O J O I- Q CC Z O � CO w � LU = 0 3 :E. ¢ J N F- O' Z O U LU -0 Q NI- - 7C LU LU }- a_ U 0 %— } I— a) J m 2 Z W co Cl I— O O Y J co co = } LID Cr CD CC J Q O O_ O O CO O CD I-1 CO = -M �. Ci -7 07 O- CT T OO — +. O N 0 CO 7 O O N 07 1- 0 . � .- J N CC CO = CI rn 0 CO 0 Co 0 0 0 0 0 -o s_ o Cn C-) OD N � 0 O # C O J a) -- L 3 L Q Y C — OD O -Fa OD = OD a) = a) -- = cr L a) U co a) -0 7 CO 0 L L C7_ — O CO O I- 0 OO X -+-0 C-) "0 X OO U7 O_ CO -- -- CO OD I— I— x 4 I- 0 00 cl- X X F— Q • 0 Jefferson County DCD Building Division Correction Notice PERMIT NUMBER 13 - 0005A OWNER Meartdi. JOB LOCATION 2z4 k) A k,Z.zee - Inspe ' of this structure has found the following violations: 0 7L Pt ib B, i' BALL C'e") 7455 Leo µ el' .13"A= {; i '' L LC.h'. i I _- ? _, gE` 1,11R A. ?INC d '0 : NC6 I f 'e 4 ixisra t01 C.._e. �c.t> i .S ikr t You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date 9/Z3 Ar A ' BUILDING DIVISION(360)379-4450 IN ECTION HOTLINE(360)37V I THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON S' 1 Jefferson County Building (vision Permit Aker: BLD13-00056 Applicant: 464ALEY /v`,,r BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 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 Erosion Control Foundation Footing Footing Drains Foundation Stem Wall S 3 Underground Plumbing =f'/J•Under Floor Framing .-1) Straps(hold downs) Ext.Shear Wall Nailing r l —13 Rough-in Plumbing or74�../3 Framing 'II) g Blocking Airseal 1-2)`13 Pig Insulation:Walls 7/1c1(3 Insulation: Floors q/z3//3 \(-Qi\P3 Insulation: Ceiling 03//3 Int.Shear Wall Nailing Wallboard Nailing Gas Line: Interior kyA Gas Line:Exterior Propane Tank (=> 4/4 Heat/Chimney Clearance t�JA `J �i' i Mechanical Systems -7-413 r-9 Duct Test Cert NA Blower Airtight Test Smoke&CO2 q/2h3 Drywell/Alt Drainage ! i q Drywells required Address Posted 9 /3 • • FINAL INSPECTION ID _Z' I7 FINAL INSPECTION UST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD13-00056 1.) 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. 2.) The site plan as submitted with the Building Permit application on March 20, 2013 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 March 21, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) This parcel is within a no shooting area per JCC 8.50. \\tiriamark\rlata\fnrmc\F RI n Parmit Rlrin rnt 5/A/7011 Standard Conditions for Residial Development in Jefferson Count 1. LIGHTING: 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. 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. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. NATIVE VEGETATION: Among the native conifer species which may be used in buffers or for re- vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir(Pseudotsuga menziesii), Western Red Cedar(Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder(Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry (Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow (Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera)Salal (Gaultheria shallon), Ocean Spray (Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark (Physocarpus capitus), Red Flowering Currant (Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry (Symphoricarpos albus), Evergreen Huckleberry (Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 7. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 2013-03-07_SFR_StdConditions 3/7/2013 1 8. BMPs: The project shall adherelphe Best Management Practices (BMA, 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. 9. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-03-07_SFR_StdConditions 3/7/2013 2 7 • • / e**PI wf Dawnst:oll Hixise Catch 13 On - (Yard Drain) /4 fiow ---- Rod Dcwrepoll :...--..„„--,......„,_ --„„ 0 DRY WELL 48 I rch Dia rreter Hole Filled with PLAN VIEW 1Y2-3'Washed Drain Rock NTS $- R oof Downarol it Mark Center of Hole with 1°Capped PVC HouSe oF Overflow or Other mewls #i Srksh Block ilitilo — riearar"EU fi)44:2 —40. a 1 Topa Flush w kh&d J ace Pr t---.. fOW \ .1SW*TIV.t.,,V°,4rA,Nt,ttlii,„*:,1473 Fine mesh screen.-- Li ,--pvtili%(pirecia Irt*.iti,go...x.i'‘Lliviit4ii 174, ttat..2ikiiitl,11; Catch Basin ii";11,4r 443: ('erd Drain) ig„ k.''' 48 irchDiarr,ter e 41114n- sich%of Hole tx-, Hole Filled with rf- Linedwith 4t3 i 12*34 Waanec.1 : Filter Fabric ilit Drain Rock al Fri- tiii -fita 4l1 Mkt, 1)aboltv SeasQmti DRY WELL H igh Groundwater Table SECTION -1-- NTS Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-9 • • Setbacks Local governments may require specific setbacks in sites with slopes over 40%, land slide areas, open water features, springs,wells, and septic tank drain fields. Adequate room for maintenance access and equipment should also be considered.Examples of setbacks commonly used include the 4 following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%o). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. • 3. For sites with septic systems, infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. . Design Criteria Figure 3.1.4 shows a typical downspout infiltration drywell system. for Infiltration These systems are designed as specified below. Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum) and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric (geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and with jurisdiction approval.