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Permit File BLD-2019-0207 1319 6th Street
C> City of Anacortes Invoice/Permit#: BLD-2019-0207 • 904 6th Street Applied date: 04/12/2019 ..1 P.O.Box 547 Issue date: 04/23/2019 Anacortes, WA 98221-0547 Expire date: 10/19/2020 Job Address: 1319 6TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1723 Project: APN: P55645 Remarks: Move existing laundry to upstairs; replace north main floor windows and entry door with different shapes; add sink in island and have miscellaneous electrical work done. Owner: KATHLEEN DICKINSON Contractor: KREIDER CONSTRUCTION Address: 1709 6TH ST Address: 1010 22ND ST ANACORTES WA 98221-1744 ANACORTES WA 98221-2521 Phone: Phone: (360) 707-5588 License#: KREIDCI024PE General Information: Fees: Building Valuation 30000 Building Permit Fee 442.25 #of Clothes Dryers 1 Plan Review Fee 287.46 #of Clothes Washers 1 State Building Code Fee Resi 6.50 #of Gas Piping 2 Mechanical Permit Fees 38.90 #of Kitchen Sinks 1 Plumbing Permit Fee 48.00 #of Water Piping 2 Total Calculated: 823.11 Deposits/Receipts: 287.46 Total Due: 535.65 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERM1Z,DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGkJ TCA ING ONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNAT RE OF OWNER OR AUTHORIZED AGENT ISSUED BY 'tes Invoice/Permit#: BLD-2019-0207 Applied date: 04/12/2019 Cy- \zioPP \ Issue date: 04/23/2019 } f a8221-0547 Expire date: 10/19/2020 '191.'N4r11111rillir s Permit Type: Single Family Alteration/Repair Permit Project: Finance Department 019153-0001 Carla B. 04/24/2019 08;11AM rs; replace north main floor windows and entry door with different shapes; add sink in island PERMITS AND INSPECTIONS cal work done. KATHLEEN DICKINSON Contractor: KREIDER CONSTRUCTION BLD-2019-0207 Address: 1010 22ND ST Single Family. Alteration/Repair Permit 4 ANACORTES WA98221-2521 Move existing laundry to upstairs; repla Phone: (360) 707-5588 issued 2019 License#: KREIDCI024PE Item: BLD-2019-02U7 Building Permit Fee 154,79 Fees: Plan Review Fee 287.46 30000 Building Permit Fee 442.25 State Building Code Fee 1 Plan Review Fee 287.46 Resi 6.50 1 State Building Code Fee Resi 6.50 2 Mechanical Permit Fees 38.90 Mechanical Permit Fees 38,90 1 Plumbing Permit Fee 48.00 Plumbing Permit Fee 48.00 2 Total Calculated: 823.11 7aylilent Id: 241461 Deposits/Receipts: 287.46 535.65 Total Due: 535.65 lbIotal 535.65 eta 1 535.65 ECK 535.65 Check Number5139 Inge due 0.00 Id by: KATHLEEN DICKINSON IIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII Thank you for your payment COPY F WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF DUPLICATE RECEIPT OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I AMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS HIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PER -LDOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REG} TCA ING ONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNAT RE OF OWNER OR AUTHORIZED AGENT ISSUED BY 1 Y. C7 City of Anacortes Invoice/Permit#: BLD-2019-0207 904 6th Street ' Applied date: 04/12/2019 P.O.Box 547 Issue date: Anacortes, WA 98221-0547 Expire date: 10/08/2020 Job Address: 1319 6TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1723 Project: APN: P55645 Remarks: Move existing laundry to upstairs; replace north main floor windows and entry door with different shapes; add sink in island and have miscellaneous electrical work done. Owner: KATHLEEN DICKINSON Contractor: KREIDER CONSTRUCTION Address: 1709 6TH ST Address: 1010 22ND ST ANACORTES WA 98221-1744 ANACORTES WA 98221-2521 Phone: Phone: (360)707-5588 License#: KREIDCI024PE General Information: Fees: Building Valuation 30000 Building Permit Fee 442.25 #of Clothes Dryers 1 Plan Review Fee 287.46 #of Clothes Washers 1 State Building Code Fee Resi 6.50 #of Gas Piping 2 Mechanical Permit Fees 38.90 #of Kitchen Sinks 1 Plumbing Permit Fee 48.00 #of Water Piping 2 Total Calculated: 823.11 Deposits/Receipts: 0.00 Total Due: 823.11 c) —; 'tI W i- %O -0 _ -5 u' I r h••i !-+ !r ri K' Op c G4 ND t J 1 -1 i T•. �J iL' f9 I. c, — A.‘ _! i. i•5 -4 !1 1'.4 �•! -'1 1 h. -i OY•• a r m Oi' — r,) I „ ir! i' �! A' ?r m TI -, r_ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYSS, CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED:- HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS.. OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR t?iOT, TOW-, GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE:OOR:? LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 'x! ,, J -1 !-31 t •F+ rr SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY ,y, Li) - Z15 ---- 62- 07 � r ! +y PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT ! fix, I/ ' RESIDENTIAL BUILDING PERMIT APPLICATION 1 Mailing Address:P.O. Box 547, Anacortes, WA 98221 c;1'.�� APR I jSft Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 Y OF ANACOR e t� PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): PARCEL(S)#: 1119 (v to SHEET 5`al 16 Subdivision/Lot#: PROJECT VALUATION: $ 30K APPLICANT: Phone: KATNLEFN DIGk1NSo1.1 Address(Street,City,State,Zip): Email Address: 17Oq (ag 9fIRW ANAC0M5 LAULI.CRE CV.e tZdCK15L.AI4 D.cowl PROPERTY OWNER: Phone: SAME AS A?PL C4 l4T Address(Street,City,State,Zip): Email Address: CONTACT PERSON: Phone: $Rooks 14111>D1,Ett)N ACGN1tf 1 3(p4)Zq3 o►o(v Address(Street,City,State,Zip): Email Address: Z41 T ANI:51E ZoL ES br0oLs broosmidd►e40tIcirohl+ecf.Com LENDING AGENCY: Phone: N/A Address(Street,City,State,Zip): Email Address: CONTRACTOR:* Phone: KOlQte CONSTRU01104 Address(Street,City,State,Zip): Email Address: 010 22 NO 91>ZEY'r AlatCOMS Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of MEW)G t 02.1-W E 10. 3o '20101 Anacortes business license prior to doing work in the City. Contact Business License#: Exp.Date: the City's Finance Department at(360)299-1968. 4o1 68.1 123 - , 31. 201,1 PROPOSED WORK: (AMVE 1✓XISTIN(, LAU$S*1 TO UPSTAtR5' R,t;PLACE NORtH MAIN FL00 W1y J 4 ktiD ENTZ'f DOoR. W/D►FF6RE*1T SHW P6D; ADD 5I14K tN 141.AAJDi MIsCE U.ANEOV S k'.LEGTQICAL. WOR,1C, PROPOSED NEW SQUARE FOOTAGE: Basement SQ': 0 Finished Basement: ❑ Unfi I' :: - -n 1"Floor SQ': Gara_e/ . : 2nd Floor SQ': ‘,00 M Deck/Covered Porch/Patio SQ': Fire S es 0 No Lot Area SQ': I declare under penalty of perjury that the information I have provided on this foiin/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: 8eCOM M)DDLEfoi` Owner d Agent ❑ (specify): MCG1-111E0r Signature: Date: t1 APLZ1L `///Zf l9 .14 C} t .-(-7'r‘ v ()CI S - Page 1 of 5 /vbc_____ IMPERVIOUS SURFACE AREA: Existing Impervious SQ': New Impervious SQ': Total Disturbed Land/Soil SQ': Total Propos-a• ut: Fill: New hard surfaces(pervious&impe •;s)tz,(GM°44L Land converted from nativ- -:-.: on to lawn or landscaping SQ' L..'+ -: 'erted from native vegetation to pasture SQ' MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: Wall Heater: Gas#: Elec#: Other:#: Location(s): Gas Water Heater: #: Location(s): Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Radiant/Hydronic Heating: Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: Laundry#: Other: Range Hood: #: Location(s): Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer&Duct: Gas#: Elec#: I Other:#: Location(s): i C, Stove/Range/Oven: Gas#: Elec#: Other:#: Location(s): Gas Piping/Outlet(s): #: + Location(s): TO WOW D RUR (F14141z. L AS I Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): TOTAL MECHANICAL OUTLETS: 2. PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): Refrigerator water supply(for water/ice dispenser): Kitchen Sink: lure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: Tub: Water Piping: Hand Sink: Clothes Washer: J _"' Shower: Electric Water Heater: Tank-less? Yes ❑ No 0 Dishwasher: Backflow Prevention Device: Hose Bib: Other: TOTAL PLUMBING FIXTURES: Z Page 2 of 5 G0 Y o� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Allik r RESIDENTIAL BUILDING PERMIT CHECKLIST k-F ,,, Mailing Address: P.O. Box 547, Anacortes, WA 98221 «,�ca�� Office Location: 904 6111 Street, Anacortes WA 98821 Phone: (360) 293-1901 Plans shall be of sufficient clarity to indicate the location,nature,and extent of the work proposed,and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: ii SUBMITTAL REQUIREMENTS: A �? a Z 1 =. A rom � a OA DeD ,S. The number indicates the number of ; ark ° a — n a E. rD ncopies for submittal(if applicable). ; Oito ff'rg ei g I. O aC '-c II 0 C `C n Residential Building Permit Application 1 1 1 1 1 (� / Site Plan(Drawn to Scale& Surveyed—if 2 2 0 2 2 applicable) Building Plans (Drawn to Scale) 2 2 2 2 2 Reduced Site Plan(11"X 17") 2 2 0 1 1 Reduced Floor Plan(11"X 17") 2 2 4' 2 1 Structural Calculations (if applicable) 2 2 2 2 2 / Energy Code Compliance(shown on plans) ✓ ✓ ✓ Stormwater Minimum Requirements 1-5 3 3 3 3 Landscape Plan 2 2 2 Grading Plan/Cut/Fill 2 2 2 Critical Areas Report(if applicable) 1 1 1 1 Geotechnical Report(if applicable) 1 1 1 1 Plan Review Deposit(due upon submittal) 1 1 �✓ 1 ✓ Page 3 of 5 Kingworks JOB TITLE Dickinson Residence STRUCTURAL ENGINEERS 600 Dupont St*Ste B JOB NO. 19063 SHEET NO. Bellingham,WA 98225 CALCULATED BY KQH DATE 360-714-8260 www.king-works.com CHECKED BY KQH DATE CS15 Ver 2016.01.10 www.struware.com i/ �I-1I 'I i oN Q. H I APR 11 204 Digits' e. , V OF ANACOR R.I_^ '� �'-"`R w .. nks ..Q inn Hanks co , � �4 04 0' �S 11. G SiONAL \� STRUCTURAL AL C CULATI®fVS FOR Nerithrlsorn Res d nci 1319 6th street Anacortes WA 98221 Code: International Building Code 2015 Risk Category: II Loads: Floor: Dead load=15psf Live load 40 psf Isnow= 1.00 Wind: 110mph/exp C Seismic: Ss=99%g/S1=33 %g/SDC=D Ieq= 1.00 Soils: Basis: Geotech report n/A Allowable Bearing Stress: N/A Lateral Soil Loads(Active/At Rest): N/A Description: Design is for 3 headers in an existing wall for new windows.The new headers are loaded with 4 ft of floor trib load from the overhanging porch 2nd floor loads,and the wind load on the jamb studs. Page Item 1 Calc Cover Sheet 2-12 Calculations 13 SSK-1 STEEL ANGLE WINDOW HEADER 14 SSK-2 WOOD HEADTER Kingworks JOB TITLE Dickinson Residence STRUCTURAL ENGINEERS 600 Dupont St * Ste B JOB NO. 19063 SHEET NO. Bellingham, WA 98225 CALCULATED BY KQH DATE 360-714-8260 www.king-works.com CHECKED BY KQH DATE www.struware.com Code Search Code: International Building Code 2015 Occupancy: Occupancy Group = R Residential Rusk Category 3 importance Factors: Risk Category = II Wind factor = 1 .00 Snow factor = 1 .00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr Building Geometry: Roof angle (0) 4.00 / 12 18.4 deg Building length (L) 53.0 ft Least width (B) 44.0 ft Mean Roof Ht (h) 24.0 ft Parapet ht above grd 24.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor 40 psf Partitions 15 psf Kingworks JOB TITLE Dickinson Residence STRUCTURAL ENGINEERS 600 Dupont St * Ste B JOB NO. 19063 SHEET NO. Bellingham, WA 98225 CALCULATED BY KQH DATE 360-714-8260 www.king-works.com CHECKED BY KQH DATE Wind Loads : ASCE 7- 10 Ultimate Wind Speed 110 mph Nominal Wind Speed 85.2 mph Risk Category II Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh case 1 0.937 Kh case 2 0.937 I Type of roof Monoslope (z) $peed•up Topographic Factor (Kzt) V(Z) x(uptrvind) x(downwind) Topography Flat _ • Hill Height (H) 80.0 ft a� , ,�.� H12 Half Hill Length (Lh) 100.0 ftx,. Hl2 Actual H/Lh = 0.80 . - Use H/Lh = 0.50 ;-: ,40,>: . > , r a,„, Modified Lh = 160.0 ft ESCARPMENT From top of crest: x = 50.0 ft Bldg up/down wind? downwind V(z) H/Lh= 0.50 K1 = 0.000 -Speed-up x/Lh = 0.31 K2 = 0.792 V(Z) x(upwind) ' .ss x(downwind) z/Lh = 0.15 K3 = 1.000 ,` ,, At Mean Roof Ht: � H ' ,` Lh ` Kzt = (1+K1 K2K3)"2 = 1.00 >. : ..\„:"•• ..s 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency < 1 Hz (T > 1 second). h = 24.0 ft However, if building h/B < 4 then probably rigid structure (rule of thumb). B = 44.0 ft h/B = 0.55 Rigid structure /z (0.6h) = 15.0 ft G = 0.85 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Structure e = 0.20 Natural Frequency (rl,) = 0.0 Hz f = 500 ft Damping ratio (13) = 0 Zmin = 15 ft /b = 0.65 c = 0.20 /a = 0.15 gQ, gv = 3.4 Vz = 92.9 LZ = 427.1 ft Ni = 0.00 Q = 0.91 Rn = 0.000 lZ = 0.23 Rh = 28.282 q = 0.000 h = 24.0 ft G = 0.88 use G = 0.85 RB = 28.282 n = 0.000 RL = 28.282 n = 0.000 gR = 0.000 R = 0.000 G = 0.000 Kingworks JOB TITLE Dickinson Residence STRUCTURAL ENGINEERS 600 Dupont St * Ste B JOB NO. 19063 SHEET NO. Bellingham, WA 98225 CALCULATED BY KQH DATE 360-714-8260 www.king-works.com CHECKED BY KQH DATE Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80% open. Ao >_ 0.8Ag Test for Partially Enclosed Building: Input Test Ao 100000.0 sf Ao >_ 1 .1Aoi YES Ag 0.0 sf Ao > 4' or 0.01Ag YES Aoi 0.0 sf Aoi / Agi <_ 0.20 NO Building is NOT Agi 0.0 sf Partially Enclosed ERROR: Ag must be greater than Ao Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >_ 1 .1 Ao i Ao > smaller of 4' or 0.01 Ag Aoi / Agi 5_ 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri) If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): 0 sf Unpartitioned internal volume (Vi) : 0 cf Ri = 1 .00 Altitude adjustment to constant 0.00256 (caution ® see code) : Altitude = 0 feet Average Air Density = 0.0765 Ibm/ft3 Constant = 0.00256 Kingworks JOB TITLE Dickinson Residence STRUCTURAL ENGINEERS 600 Dupont St*Ste B JOB NO. 19063 SHEET NO. Bellingham,WA 98225 CALCULATED BY KQH DATE 360-714-8260 www.king-works.com CHECKED BY KQH DATE Wind Loads - MWFRS h<_60' (Low-rise Buildings) Enclosed/partially enclosed only Kz= Kh (case 1)= 0.94 Edge Strip (a) = 4.4 ft Base pressure(qh)= 24.7 psf End Zone (2a)= 8.8 ft GCpi = +/-0.18 Zone 2 length = 22.0 ft Wind Pressure Coefficients CASE A CASE B e=18.4 deg Surface GCpf w/-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi 1 0.52 0.70 0.34 -0.45 -0.27 -0.63 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.47 -0.29 -0.65 -0.37 -0.19 -0.55 4 -0.42 -0.24 -0.60 -0.45 -0.27 -0.63 5 0.40 0.58 0.22 6 -0.29 -0.11 -0.47 1E 0.78 0.96 0.60 -0.48 -0.30 -0.66 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.67 -0.49 -0.85 -0.53 -0.35 -0.71 4E -0.62 -0.44 -0.80 -0.48 -0.30 -0.66 5E 0.61 0.79 0.43 6E -0.43 -0.25 -0.61 Ultimate Wind Surface Pressures (psf) 1 17.2 8.3 ' -6.7 -15.5 2 -12.6 -21.5 -12.6 -21.5 3 -7.1 -16.0 -4.7 -13.6 4 -5.8 -14.7 -6.7 -15.5 5 14.3 5.4 6 -2.7 -11.6 1 E 23.7 14.8 -7.4 -16.3 2E -22.0 -30.8 -22.0 -30.8 3E -12.2 -21.1 -8.6 -17.5 4E -10.8 -19.7 -7.4 -16.3 5E 19.5 10.6 6E -6.2 -15.1 Parapet Windward parapet= 37.0 psf (GCpn = +1.5) Windward roof Leeward parapet= -24.7 psf (GCpn =-1.0) overhangs= 17.3 psf (upward) add to windward roof pressure Horizontal MWFRS Simple Diaphragm Pressures(psf) WINDWARD Transverse direction (normal to L) c�ERIL*.NG WINDWARD ROOF ' s R Interior Zone: Wall 23.0 psf t , t 7 , t ' LEEW t t i iD t RCtOF t t VERTICAL Roof -5.5 psf ** End Zone: Wall 34.5 psf ``-_-�` o Bf2or ZONE �-Roof -9.8 psf ** d �� „.- y. Longitudinal direction (parallel to L) ' 'r,,,-r,,f----,,,,,,,,,,,-�r,,��--,-,,,,,,�, ,,,- Interior Zone: Wall 17.0 psf TRANSVERSE ELEVATION End Zone: Wall 25.7 psf ,WINDWARD LEEWARD RCAF **NOTE: Total horiz force shall not be less than that determined I tilt t t t tIERTICAL by neglecting roof forces (except for MWFRS moment frames). �y N LI2 i ZONE 2 The code requires the MWFRS be designed for a min ultimate R force of 16 psf multiplied by the wall area plus an 8 psf force -o applied to the vertical projection of the roof. ,-rrr, ,j-,,,,,,r�--f----fl-,,--,,,,,,,- LONGITUEINAL ELEVATION 'i teeft 'Ywa/rt y'tK is \ ftitft;v1tj' jt; t', w-4 \ 4i;t06t '3 4s • • 4 i i Z Q Q lIc � t IrjLAI f— 0 0 V w N � : \ ;- . r \ \-4 iffe co \ 0 4 t \i / i 4 i A U l ' ;%,4,4, M1t y 4 CCAD \ � { y{ '^, i b i b > \ LEJ ;1k \tt ,b = 1 AfkhY�V1? A 4 ( <-71-1 �' �"1'tt Y �ylyy j'�' p en 1,1\490 ‘.\.\ CC 0 0 Atli* $ : v "; 1 :ii/4" /N. '. \ .44i: ...2 (.0 1 1 Sam i\ \\ lb bLei \NS 0 1/M ftt 41/44444. �'° - Xt3w4 E. ;2. CZ \ sc. It/ .0e...e'r./. 1 \ 1::%*k 1 • "ly/ S. \ w ci CEP ct3 CA p4 s,... - ) 0) -, ... I/ rs-1 Le i—• Z CD % CI ct3 -.. / 14-4( . I= W w W SSI pa5 s �•4; ", c CL U ai1'A 6.t U O L � ° I s o a JCD ►" O N tio vs ce ......, 4 to NI 0 CD U) Oa iffii; wsw4 vo 0 ry es" `► t t.r-t ei «e .teattn t3;t d' ,fir i es> c P'. t 2 0 r r .t"`,✓y ', I 4s ",� �� IIIII N O 441/2" /1\ A emy N ,...". N E 0 \/ : 143 I III " 0 11111.1. fry \ \ • l'o. r Lo \ , \e \ / �4 <\0 YAM In -4 \cif : \ it-- a) Ill CON ORS li 0 N 0 \ 'ti ; t C/ / s_ �s si / ter4v \ t (›Aver re4 co \ N \ \ 1-44%, w ` s= w. ` L. Z 4.-• < .-2- 4 ‘ \ CA 0 01) 4 41i, itit Aih. 0 0 UJ U) 1 \ v\ <t'S ic€1 \ / /1 11 \ : \ t lik. \ air J (/ `'� 1 �� (y t t*kV' 1 0 I ,t 1,..k xte! ( co IA.Y5 li\ \\.%;:11, C g yam. CZ5 S C ' ikf • N/ 'y ,b �` A ". o I • V! al) H 0 co) 8 \ ilt\ ists:\4*\ tmai-- / 1-- LLI \ \ 0‘ "\\*• '1/4 •• •4•-• D co T.) Lay / \ Ki . . , w (..) \ c1-c, ces co CC.rcDD-r- rti e_friii \ Is1/4\fi • • -, - .i xfI)il 0 < b u /� "C.\4,1/41/4.: 1 �").4,i y O )) v J 1 to ,:: Z 40r \ b 4 W Z A§‘4 w , \ i, , ill co 1 / i ill zw1-- , n w 14 #' 4r, Kingworks JOB TITLE Dickinson Residence STRUCTURAL ENGINEERS 600 Dupont St * Ste B JOB NO. 19063 SHEET NO. Bellingham, WA 98225 CALCULATED BY KQH DATE 360-714-8260 www.king-works.com CHECKED BY KQH DATE Ultimate Wind Pressures If\nrd _olds - Com f3oneits & C DaddlIng : h <0 600° Kh (case 1) = 0.94 h = 24.0 ft Base pressure (qh) = 24.7 psf a = 4.4 ft Minimum parapet ht = 0.0 ft GCpi = +/-0.18 Roof Angle (0) = 18.4 deg Type of roof = Monoslope Roof GCp +/- GCpi Surface Pressure (psf) User input Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 40 sf 500 sf Negative Zone 1 -1 .48 -1 .34 -1.28 -36.5 -33.1 -31 .6 -33.5 -31.6 Negative Zone 2; -1.78 -1.50 -1.38 -43.9 -37.0 -34.1 -38.0 -34.1 Negative Zone 3' -3,08 -2.45 -2.18 -76.0 -60.5 -53.8 -62.6 -53.8 Positive All Zones 0.58 0.51 0.48 16.0 16.0 16.0 16.0 16.0 Parapet qp = 24.7 psf Surface Pressure (psf) User input Solid Parapet Pressure 10 sf 100 sf 500 sf 40 sf CASE A = pressure towards building (pos) CASE A : Interior zone: 0.0 0.0 0.0 0.0 CASE B = pressure away from bldg (neg) Corner zone: 0.0 0.0 0.01 0.0 CASE B : Interior zone: 0.0 0.0' 0.0 0.0 Corner zone: 0.0 0.0A 0.01 0.0 Walls GCp +/- GCpi Surface Pressure (psf) User input Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf I 40 sf 200 sf Negative Zone 4 -1 .28 -1 .10 -0.98 -31.6 -27.2 -24.2 -29.0 -25.9 Negative Zone 5 -1.58 -1.23 -0.98 -39.0 -30.3 -24.2 -33.7 -27.6 Positive Zone 4 & 5 1.18 1.00 0.88 29.1 24.8 21.7 26.5 23.4 Kingworks JOB TITLE Dickinson Residence STRUCTURAL ENGINEERS 600 Dupont St * Ste B JOB NO. 19063 SHEET NO. Bellingham, WA 98225 CALCULATED BY KQH DATE 360-714-8260 www.king-works.com CHECKED BY KQH DATE Ultimate Wind Pressures Location of C&C Wind Pressure Zones > ,,.-1'' ,-, a IN MI MN R. \\I zi,,),....;„_ t.2 , N.„ 1 , 1 0 __I I �. WALL .-�ft ___ I- I '`"�.�,,. ,,,1-- . 4,..✓ 1 2 —.')_0,i s 1 '. Roofs w/ 8 <_ 10° Walls h 5 60' Gable, Sawtooth and and all walls & alt design h<90' Multispan Gable 8 <_ 7 degrees & Monoslope roofs h > 60' Monoslope <_ 3 degrees 3° < 9 _< 10° h <_ 60' & alt design h<90' h <_ 60' & alt design h<90' aa a ti d! fi f# a R r£1 .,w� `ti `•, ti,�\r• 1111 III I r i r .i-.1 j : y _. ,__ _ (2) _ E a' (311_<2) 'a)(.._..q: (2)_443-) at -,,",:771-7., 7----- ji)/ I I `�, w/,f1,- mot I I I \ ?� I I I \ \, / I 1 s„ I I ) . (r I i _. � , I I —I ) I I I ' I I �r r" �+ ��+ ./-^\tom 1 � .4.._ t?} ,, :.;rA t l it3 ;?-sn (2: I I N f-i 1 " Monoslope roofs Multispan Gable & Hip 7° < 8 _< 27° ,j ;•r 1 w 10° < 8 < 30° Gable 7° < 0 s 45° 1 1 I 1 h560' & alt design h<90' _.- 1 a Sawtooth 10° < 0 s 45° i i • �; h <_ 60' & alt design h<90' / /Q," 40/ /3 / (2.y 4.4,0 41/ @/ / (1) ir(2)/ 4,-"ip, , e 6.74"'"'""*"-*--,7 --,--• --. /Ai)/ W.,/ r.4 2 't 2 „-c.3)/ ./../„. /7/ Li .,,,3, ,/(2),,-,g /// / ,,,,/,/2...-c4,_, W I W2 WI \ 2 W3 IIIIEEIIIII .11 i 1 \ 14 il> Stepped roofs 8 <_ 3° h <_ 60' & alt design h<90' Kingworks JOB TITLE Dickinson Residence STRUCTURAL ENGINEERS 600 Dupont St * Ste B JOB NO. 19063 SHEET NO. Bellingham, WA 98225 CALCULATED BY KQH DATE 360-714-8260 www.king-works.com CHECKED BY KQH DATE Floor Deskjrt Loads Items Description Multiple psf(max) psf(min) Flooring Hardwood (Nominal 1") 4.0 3,0 None x 4,5 0.0 0.0 Decking 3/4" plywood/OSB 2.7 2.3 Framing Wood 2x @24" x 1,3 3.3 2.0 None 0.0 0.0 Ceiling 1/2" gypsum board 2.2 2.0 None 0.0 0.0 Mech & Elec Mech. & Elec. 2.0 0.0 Misc. Misc. 0.5 0.0 Actual Dead Load 0 14.7 0 9.3 Use this DL instead V 15.0 Q 65.0 Partitions 15.0 0.0 Live Load 40.0 0.0 Total Live Load 55.0 0.0 Total Load 70.0 65.0 FLOOR LIVE LOAD REDUCTION (not including partitions) NOTE: Not allowed for assembly occupancy or LL>100psf or passenger car garages, except may reduce columns 20% if 2 or more floors & non-assembly IBC alternate procedure Smallest of: L=Lo(0.25+15/VKLLAT) R= .08%(SF - 150) Unreduced design live load: Lo = 40 psf R= 23.1(1+D/L) = 31.8% R= 40% beams; 60% columns Floor member & 1 floor cols KLL = 2 Tributary Area AT = 300 sf R = 12.0% Reduced live load: L = 34.5 psf Reduced live load: L = 35.2 psf Columns (2 or more floors) KLL = 4 Tributary Area AT = 500 sf R = 28.0% Reduced live load: L = 23.4 psf Reduced live load: L = 28.8 psf G h ri g wo rks Project: Dickinson Res 600 Dupont St * Suite B Project #: 019063 Page of Bellingham, WA 98225 By KQH Date 4/10/2019 _ Ph 360-714-8260 Subject Gravity header design Load Combinations: 1 ASD D L L2/S W(E) 1 LRFD D L L2/S W(E) ASD1 1.00 0.75 0.75 0.00 LRFD 1 1.40 0.00 0.00 0.00 ASD2 1.00 1.00 0.00 0.00 LRFD 2 1.20 1.60 0.50 1.00 ASD3 1.00 0.00 1.00 0.00 LRFD 3 1.20 0.50 0.50 1.00 ASD4 1.00 0.75 0.75 0.75 LRFD 4 1.20 0.50 0.50 -1.00 ASD5 1.00 0.00 0.00 1.00 LRFD 5 0.90 0.00 0.00 1.00 ASD6 0.60 0.00 0.00 -1.00 LRFD 6 0.90 0.00 0.00 -1.00 Service TL 1.00 1.00 1.00 1.00 ServiceTL 1.00 1.00 1.00 0.00 Service LL 0.00 1.00 1.00 1.00 ServiceLL 0,00 1.00 1.00 0.00 Beam Span 9.0 ft Deflection LL TL number: 4 Comb 1 ASD L/() 240 180 position: window jamb studs D L L2/S W(E) comments: Wmajor 0.000 0.000 0.000 0.063 Reactions: max min EI Req'd: window jamb studs Wminor 0.000 0.000 0.000 0.000 RLmajor 0.3 -0.3 LLmaj 2.1E+04 at 9 ft opening Axial 0.340 0.900 0.000 0.000 RRmajor 0.3 -0.3 TLmaj 1.6E+04 4 Qty* 3 Name 2x4 HF #2 Edge Bracing(x,ft) 1.0 top 1.0 bottom Wt 2.935 plf Cr 1.15 CfBend 1.50 Imaj(zz) 16 In4 Bracing(y,ft) 9.0 d 3.5 in Cd 1.60 cfcomp 1.15 Imin(yy) 3 In4 Wet Use / Incised: _FALSE FALSE b 4.5 in CL(pos) 1.00 CfTens 1.50 Duration W/E Repetitive TRUE (TRUE/FALSE) Cm x Ci Cmisc CL(neg) 1.00 Cfu 1.10 Mode _ Value Control: st:5 Check Max Fb 850 1.00 1.00 Dimension Adj: Mmajor 0.6 1.8 0.36 TRUE 0.36 d: 0.0 Mneg 0.0 -1.8 0.00 TRUE 0.36 Fv 150 1.00 1.00 b: 0.0 Vmajor 0.0 2.5 0.00 TRUE 0.11 Fc 1300 1.00 1.00 Pallow 0.3 6.2 0.06 TRUE 0.20 Interaction (C) 0.38 1.00 0.38 TRUE E 1300 1.00 1.00 OLlmaj 243 240 0.99 TRUE *Members are not connected for composite action in minor axis bending ATlmaj 243 180 0.74 TRUE 4/10/2019 C SAWN v2.00 11/13/17 TRUE Beam Span 3.5 ft Deflection LL TL number: 5 Comb 1 ASD L/() 360 240 position: DOOR HEADER D L L2/S W(E) comments: Wmajor 0.075 0.200 0.000 0.000 Reactions: max min EI Req'd: DOOR HEADER 3.5 FT Wminor 0.000 0.000 0.000 0.000 RLmajor 0.5 0.1 LLmaj 5.8E+03 SPAN Axial 0.000 0.000 0.000 0.000 RRmajor 0.5 0.1 TLmaj 5.3E+03 5 Qty* 1 Name 4x4 HF #2 Edge Bracing(x,ft) 3.5 top 3.5 bottom Wt 2.283 plf Cr 1.00 CfBend 1.50 Imaj(zz) 13 In4 Bracing(y,ft) 3.5 d 3.5 in Cd 1.00 CfComp 1.15 Imin(yy) 13 In4 Wet Use / Incised: FALSE FALSE b 3.5 in CL(pos) 1.00 CfTens 1.50 Duration, Live Repetitive FALSE (TRUE/FALSE) Cm x Ci Cmisc CL(neg) 1.00 Cfu 1.00 Mode Value Control:pt:2 Check Max Fb 850 1.00 1.00 Dimension Adj: Mmajor 0.4 0.8 0.55 TRUE 0.55 Fv 150 1.00 1.00 b: 0.0 Vmajor 0.0 1.2 0.00 TRUE 0.39 E 1300 1.00 1.00 ALImaj 1011 360 0.36 TRUE *Members are not connected for composite action in minor axis bending ATlmaj 735 240 0.33 TRUE 4/10/2019 C_SAWN v2.00 11/13/17 TRUE Beam Span 9.5 ft Deflection LL TL number: 6 Comb 1 ASD L/() 240 240 position: WINDOW SILL D L L2/S W(E) comments: Wmajor 0.000 0.000 0.000 0.060 Reactions: max min EI Req'd: SINDOW SILL Wminor 0.000 0.000 0.000 0.000 RLmajor 0.3 -0.3 LLmaj 2.3E+04 Axial 0.000 0.000 0.000 0.000 RRmajor 0.3 -0.3 TLmaj 2.3E+04 6 Qty* 3 Name 2x4 DF #2[ Edge Bracing(x,ft) 9.5]top 9.5 bottom Wt 3.413 plf Cr 1.00 CfBend 1.50 Imaj(zz) 16 In4 Bracing(y,ft), 12.0 d 3.5 in Cd 1.60 CfComp 1.15 Imin(yy) 3 In4 Wet Use / Incised: FALSE FALSE b 4.5 in CL(pos) 1.00 CfTens 1.50 Duration W/E Repetitive FALSE (TRUE/FALSE) Cm x Ci Cmisc CL(neg) 1.00 Cfu 1.10 Mode Value Control:pt:6 Check Max Fb 900 1.00 1.00 Dimension Adj: Mmajor 0.0 1.7 0.00 TRUE 0.41 d: 0.0 Mneg -0.7 -1.7 0.41 TRUE 0.41 Fv 180 1.00 1.00 b: 0.0 Vmajor 0.0 3.0 0.00 TRUE 0.09 E 1600 1.00 1.00 ALlmaj 267 240 0.90 TRUE *Members are not connected for composite action in minor axis bending ATlmaj 267 240 0.90 TRUE k ingworks Project: Dickinson Res 600 Dupont St * Suite B Project #: 019063 Page of Bellingham, WA 98225 By KQH Date 4/10/2019 Ph 360-714-8260 Subject Gravity header design 4/10/2019 C_SAWN v2.00 11/13/17 TRUE Beam Span 9.0 ft Deflection LL TL number: 7 _ Comb 1 ASD L/O 240 180 • position: JAMB STUDS D L L2/S W(E) comments: Wmajor 0.000 0.000 0.000 0.036 Reactions: max min EI Req'd: SHORT HEADER JAMB Wminor 0.000 0.000 0.000 0.000 RLmajor 0.2 -0.2 LLmaj 1.2E+04 STUDS Axial 0.131 0.350 0.000 0.000 RRmajor 0.2 -0.2 TLmaj 8.9E+03 7 Qty* 2 Name 2x4 DF #2 Edge Bracing(x,ft) 1.0 top 1.0 bottom Wt 2.275 plf Cr 1.15 CfBend 1.50 Imaj(zz) 11 In4 Bracing(y,ft) 9.0 d 3.5 in Cd 1.60 CfComp 1.15 Imin(yy) 2 In4 Wet Use / Incised: FALSE FALSE b 3 in CL(pos) 1.00 Cflens 1.50 Duration W/E Repetitive TRUE (TRUE/FALSE) Cm x Ci Cmisc CL(neg) 1.00 Cfu 1.10 Mode Value Control:pt:5 Check Max Fb i 900 1.00 1.00 Dimension Adj: Mmajor 0.4 1.3 0.29 TRUE 0.29 d: 0.0 Mneg 0.0 -1.3 0.00 TRUE 0.29 Fv 180 1.00 1.00 b: 0.0 Vmajor 0.0 2.0 0.00 TRUE 0.08 Fc 1350 1,00 1.00 Pallow 0.1 5.0 0.03 TRUE 0.10 Interaction (C) 0.30 1.00 0.30 TRUE E 1600 1.00 1.00 ALlmaj 349 240 0.69 TRUE *Members are not connected for composite action in minor axis bending ATlmaj 349 180 0.52 TRUE 4/10/2019 C_SAWN v2.00 11/13/17 TRUE t r Sle KINGWORKS PROJECT ma /•J C gal& SOIV Res . 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NA, NEW of WASA/, 's /ZC co 4s, } 1 t-f j,tr ,;7 18 I frJ SS%ONAL E� ki n gwo rkS ANGLE HEADER DETAIL �J DICKINSON RESIDENCE CONSULTING ENGINEERS, PLLC Project number 19063 2000 FRANKLIN ST,STE 101 BELLINGHAM,WA98225 Date 4/10/2019 SSK_1 360-714-8260 www.kingworks.us Drawn by KQH Checked by KQH Scale 3/4"=1'-0" ©copyright Kingworks Consulting Engineers PLLC:2008 4/1012019 2:41:53 PM ,oN Q. y-9�, p- oF �sti, 1/0 ,- SS'ONALE EXISTING FLOOR SHEATHING 2x6 JOIST FRAMING NOT 2x4 EXISTING FRAMING SHOWN FOR CLARITY SUPPORTING 2x6 JOIST 2x BLOCKING TIGHT TO EXISTING RAFTERS r EXISTING DBL Ire„..-1. TOP PLATE 4X4 HEADER (2)16d END NAILS TO KING STUD II 3'-6"MAX EXISTING WALL S STUDS SINGLE CRIPPLE STUD&KING STUD NOTES: 1.ALL FRAMING TO BE DF NO.2 ± ± ± —V- C - -� (2)2X4 JAMB SISTER EACH PIECE w/10d AT12"OC (2)10D TOE NAILS SILL(2)2X4 TYP T&B OF OPENING NO SPLICE. 3 (2)10d NAILS EA JAMB STUD EXISTING SILL PLATE ki n gwo rks WOOD HEADER DETAIL DICKINSON RESIDENCE CONSULTING ENGINEERS, PLLC Project number 19063 200E FRANKLINLINGHAM STW,STE 82101 SSK-2 WA 98225 Date 4/10/2019L) 360-714-8260 www.kingworks.us Drawn by KQH Checked by KQH Scale 3/4"=1'-0" ©copyright Kingworks Consulting Engineers PLLC:2008 4/10/2019 2:41:53 PM , � �tpi •i trill i :tli�,, )? i, lii i, III 'l ;Ir' e•i;:. ,0 � littlil t„ N I It1,11 ,� ; . ii :li, l ' iI `�li� r Ii I,i lyi(::44,0 i1p :4 . .• i-. 4ii11 .i ' . 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NNsT n F 'l+Nv = 9! 0 BROOKS MIDDLT TON , ARCHITECT `" N o Lk 91 360 293 0106 N N h z LIJI N N 3 rr 2415 T Avenue Suite 202 Anacurtes WA 98221 v ° DEMOLITION NOTES GENERAL DEMOLITION NOTES A DEMOLISH EXISTING FINISHES AS REQUIRED FOR NEW WORK 0RELOCATE EXISTING W/D TO SECOND FLOOR BATHROOM 4 iiL% r AS SHOWN A2.4, RETAIN UTILITY CONNECTIONS B DEMOLISH AND/OR REWORK EXISTING MECHANICAL AND ELECTRICAL a I 1 M AS REQUIRED FOR NEW WORK {, It " L"LI I AVE \ U E DEMOLISH EXISTING WALL C RETAIN DEMOLISHED ITEMS FOR REUSE APR 1 03 DEMOLISH EXISTING SHOWER HEAD D ITEMS NOT TO BE REUSED SHALL BE LEGALLY DISPOSED 11 1 2019 OF BY CONTRACTOR WALL LEGEND 04 DEMOLISH EXISTING GLASS SHOWER DOOR, SAVE FOR E DEMOLISH EXISTING FINISH FLOORS AS REQUIRED FOR NEW WORK r:,i YOFANACOR r^ REUSE IN MASTER BATH F DEMOLISH EXISTING CEILING FINISHES AS REQUIRED FOR NEW WORK — WALL TO BE DEMOLISHED aDEMOLISH EXISTING CABINET H CUT AND PATCH AND/OR REPLACE FINISHES AT AREAS OF DEMOLITION WORK I _1TO MATCH EXISTING ADJACENT SURFACES AND FINISHES I I EXISTING WALL TO REMAIN OG DEMOLISH EXISTING MICROWAVE, REWORK CABINET FOR I SEE ELECTRICAL PLANS FOR ELECTRICAL WORK NEW SINK j DEMOLISH EXISTING RETURN AIR GRILLE 07 DEMOLISH EXISTING DOOR K DEMOLISH EXISTING FLOOR REGISTERS L REMOVE AND REPLACE ALL CROWN MOLDING IN AREAS OF NEW WOOD CEILINGS Project Name: 0 DEMOLISH EXISTING WINDOW Dickinson Gth Street 09 DEMOLISH PORTION OF EXISTING WALL FOR WINDOW 0 DEMOLISh PORTION OF EXISTING WALL FOR DOOR CITY OF ANACORTES 1 00' PROPERTY LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NNING & BUILDING DEPT: , APPROVED PLANS J Architect's Project Number: GARDEN BENCH GARDEN BENCH GARDEN PERMI #: gth--7 ew _® L 7jJ IBIG ADDRE S: JJ !JQ (� )�/ PLANTER 4'i, GARDEN APPROYED'BY: "A i r Z J SUBJECt TO FIELD INSPECTION. APPROVED PLANS SHALL OT BE ALTERED WITHOUT AUTHORIZATION. 'Project ,Address: GRASS 13 19 Gth Street 9' SIDE YARD SETBACK 0 B Anacortes, WA 9822 I 0 0 —1 FILE COPy 1 1 BENCH I 1 I B I s• Owner: I - I B Kathleen Dickinson I COVERED PATIO SITTING I GARDEN \ IN I I - BRICK Owner's z 11709 Gth dStreet B o z Anacortes, WA 9822 I Lu I BENCHsit I GARDEN i Q Q N EXISTING c ^ 0 I I CONCRETE �' DRIVEWAYliti I I I O 71 ❑ Drawn: L r B 4 February2019 _ GAS FIREPLACE —RETAIN RETAIN U W W W UPPER UPPER I m z I o ___ 1 J 1 Q I— Q © KITCHEN DINING LIVING T I W w I ® Og BRICK z Revised: J O I = — t ® I O O _ 09 10 PATh B I N 00 m -.. I H- W _ I LI r � _ Icz w nz IV o I L .. —_I [ I ❑ o Z (� — — J ' DEMOLISH z EXISTING L 09 ` n Sheet Contents: O MICROWAVE 4 —0-- I- �1/ Existing I Demolition Site — J ® I Plan / Main Floor Plan 1 I I 2. Q PORCH I u 1 O DOWN H p DOWN I RETAIN 1 -'----) , \�\ UPPER 0RETURN AIR REF a L a r- _ /� I LINEN / — aI r I I Li L— 7 0 LAUNDRY PANTRY F BATH 3 BED 3 I L lu RETAIN I ° _ i,) O UPPER r r5 ❑ 7C41 ra ° azo ; SHOP _I _ �' FOYER o 0 ita ila — RETAIN I W �� 10 09 a z UPPER I1 I — z C"3 1 =� °" . o a (.., 0 Q .. o I I I GARDEN # — - - G' SIDE SETBACK I 0 I „g„,,,.... J . W F Go d GRAVEL GRASS { U 3 I c4 d 0 GARDEN z O d o, o a a o ❑ a a a III ® a a a a A ® a 1 a O a - - I00' PROPERTY LINE W o i •," Q H Q cH cc � C S) V • M d 7 O Na F o 0 7 Oa M N (If • / MAIN FLOOR PLAN _ e I 5 10 SCALE IN FEET A ^ • 1 PERMIT Project Name: Dickinson Gth Street ' �' , Architects Project Number: 1516 DEMOLITION NOTES a_ Ii 01 RELOCATE EXISTING W/D TO SECOND FLOOR BATHROOM AS SHOWN A2.4, RETAIN UTILITY CONNECTIONS GENERAL DEMOLITION NOTES 02 DEMOLISH EXISTING WALL A DEMOLISH EXISTING FINISHES AS REQUIRED FOR NEW WORK B DEMOLISH AND/OR REWORK EXISTING MECHANICAL AND ELECTRICAL Project Address: 03 DEMOLISH EXISTING SHOWER HEAD AS REQUIRED FOR NEW WORK 3 13 19 Gth Street C RETAIN DEMOLISHED ITEMS FOR REUSE t 04 DEMOLISH EXISTING GLASS SHOWER DOOR, SAVE FOR D ITEMS NOT TO BE REUSED SHALL BE LEGALLY DISPOSED Anacortes, WA 9822 I REUSE IN MASTER BATH OF BY CONTRACTOR ' 05 DEMOLISH EXISTING CABINET E DEMOLISH EXISTING FINISH FLOORS AS REQUIRED FOR NEW WORK t F DEMOLISH EXISTING CEILING FINISHES AS REQUIRED FOR NEW WORK i; 06 DEMOLISH EXISTING MICROWAVE, REWORK CABINET FOR H CUT AND PATCH AND/OR REPLACE FINISHES AT AREAS OF DEMOLITION WORK NEW SINK TO MATCH EXISTING ADJACENT SURFACES AND FINISHES 07 DEMOLISH EXISTING DOOR I SEE ELECTRICAL PLANS FOR ELECTRICAL WORK \ 08 DEMOLISH EXISTING WINDOW j DEMOLISH EXISTING RETURN AIR GRILLE Owner: 1 qa K. DEMOLISH EXISTING FLOOR REGISTERS Kathleen Dickinson 09 DEMOLISH PORTION OF EXISTING WALL FOR WINDOW L REMOVE AND REPLACE ALL CROWN MOLDING IN AREAS OF NEW WOOD CEILINGS ( 0 DEMOLISH PORTION OF EXISTING WALL FOR DOOR m. t '' DEMOLISH TILE CURB TOP FOR NEW SLAB CURB TOP P - i Owner's Address: 1 709 Gth Street r E Anacortes, WA 9822 1 ❑ ❑ l Drawn: I February 2019 CLOSET I Revised: _INEN M BED _ 00 - W / O M BATH U al i I T WALL LEGEND r Sheet Contents: WALL TO BE DEMOLISHED/ Existing Demo Upper OO I I EXISTING WALL TO REMAIN Floor Plan I K\---_. '''N\ OFFICE O LIBRARY 1 i y n j H _*\_____?1 L a _ iu BATH ce 2 0 /i Iii0 0 02 % 04 _---N\ 'ar `,i CLOSET 2 i KS J.M1DDts F. 0D EXISTING UPPER FLOOR PLAN 0 `� N W rn = 1 5 I x 3 v SCALE IN FEET r:4 e Q o U z 0 F. N W o . .- N _ ca Y Q O C ] O o V en - .. . O N F• O 1.11 Zr W m N A2 . 2 I PERMIT 1 egla, Ill& .. —. .• - - DRAWING NOTES I . ALL FLOOR REGISTERS TO CHANGE TO CAST IRON, RECESSED IN WOOD FLOORING, TYPICAL BOTH FLOORS 2. REPLACE RETURN AIR GRILLE IN ENTRY TO DECORATIVE WOOD " L" LII AVENUE 3. CAULK AND PAINT EXISTING TRIM WORK, TYPICAL BOTH FLOORS 4. STRAIGHTEN EXISTING WOODEN SITE FENCING AND PROVIDE WORK AS NECESSARY TO KEEP FENCES STRAIGHT 5. PROVIDE BACKING FOR FUTURE POT RACK ABOVE KITCHEN ISLAND G. REMOVE AND REINSTALL COVE MOLDING AT AREAS OF NEW WOOD CEILINGS NOTE: NEW FENESTRATION TO MEET WA STATE ENERGY CODE TABLE R402. I . I U-FACTOR 0.30 WALL LEGEND h I : NEW L3"x3"x3/8" STEEL HEADER PER STRUCTURAL Project Name: 112: NEW 4x4 WOOD HEADER PER STRUCTURAL I I EXISTING WALL TO REMAIN Dickinson Gth Street SA4 NEW WALL 100' PROPERTY LINE e 0 fl C 'a - E ® x x x GARDEN Architect's Project Number: BENCH GARDEN BENCH GARDEN PLANTER GARDEN x x _, i I Project Address: GRASS 13 19 Gth Street 9' SIDE YARD SETBACK 4Anacortes, WA 9822 I - 1 BENCH I I I I I G'xG' RUG 0 Owner: _i N OGTA5. 1 COVERED PATIO 1 Kathleen Dickinson SITTING — E GARDEN p I 'S vs0 BRICK I PATH NEW SCR EN DOOR NEW Address: 1709 Gth Street z BENCH — GARDEN 1 4 0 Anacortes, WA 98221 1 0 cz EXISTING r �_ O CONCRETE 0 n—DRIVEWAY I i I O I I U Drawn: � N GAS FIREPLACE m I Y 4 4 February 2019 Li z 1 p LU_J 9xD DINING \ J L LIVING I z Q O ©_ O A5.2 n— U_J De m N ! NEW WINDOW O O N Revised: D C Q 1 DTA5.2 v 0 A5.2 O 3'-0" x 6'-4" BRICK z SEE I/A5. 1 PATH _, z I KITCHEN I CZ Co W u w V p Z'SV Bo P iD Qco NEW L_ 'SV� O w w V 1 SINKS —_— NEW WINDOW p o I —I L w SEE /As. r — 3'-0" xG' 4" rr � i._ V ^ 9'SVV�£ I NEW COU ItERT P__- OID 1 O - ( n Sheet Contents: ! Q 0 x — NEW WINDOW New Site Plan / — 55"Wx24'Dx78"H I — m Q 3_0x6_4 I I SIDE TABLE O SEE I/AS. I Main Floor Plan co O \/— I DO Q DOWN NEW DOOR O _ SIZE ? C RETURN AIR PORCH O {, SV,VE U NEW GRILLE GO'W NEW LOweR CABINET AND CO TERTOP REF b'SVV� z BUTTON CABINET I 1- QO O> << NELri MUHYBEI — tu NEW UPPER 0 £'SV GI ? p i 0 = } Qu-i D� L J U . 04 A5. I D = M LAUNDRY I PANTRY I S A5.3 BATH 3 cn 4 N NEW DOOR NEW SCREEN DQOR Ltu< o N m tO — U BED 3 N SEE I/AS. I I n SHOP b 29 A5.4 fi— y Q ➢ ` ' a7e.,41 €riffs in J-- to 4 I 4'xG' TABLE w A�'d3u€�$n��$ NEW -- N w FOYER c NEW WINDOW o I t. ! WINEeZ CHILLEROI z SEE x 5. I 0 N`SEE I/A5. I o z L__= uPj 01 'sv�zo a I ryrat' d'F' U'L4.T .;. NEW NEW INSTAHOT 23 A5.4 O n N WINE CHILLE01 , 271A5.4 NEW OBSCURE TREATMENT NEW LOWER CABINET AND COUNTERTOP NEW OBSCURE TREATMENT I GARDEN — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - H G' SIDE SETBACK I W rn H E GRAVEL GRASS U 3r. "g ® GARDEN z a - B a a e S a a 0 a a a a a U a a a 0— — U S - - O i , H 100' YKBYEKrr LINEel W O a N 2 Q S i Op a) v7 O co M O °, N F 0 O Lri c4 `O v 4 M N z NEW SITE PLAN / MAIN FLOOR PLAN (07o = I 5 10 SCALE IN FEET A2 . 3 PERMIT NOTE: NEW FENESTRATION TO MEET WA STATE ENERGY CODE TABLE R402. I . I U-FACTOR 0.30 Q tZ wJ z O � H U O z z () Zzz wch J z=Z G w � w www u2g no-- nO nD UO cnD w a 5(-CZ ZCOO In roll = Xpm v u0 OO Lu0O cy() w00 Lucy()4- 10 4-10 GP / K / / 1 Project Name: f J 1 • ' 1 Dickinson Gth Street { 1 r --- \ IJ ALIGN DOOR AND WINDOW HEAD TRIM EQUA EQUAL EQ AL QUAL - EQUA )< Architect's Project Number: 1516 (3) UNITS FACTORY MLLLED 9'- I/2" WCW SIZE +5'-0" n N w N N o� N 2 Project Address: ; I S • 3 19 Gth Street io Anacortes, WA 95221 i9 CD • f Owner: • 3'-6" ° - Kathleen Dickinson 01 LIVING FOYER LOOKING NORTH 0 Z < I-0 Q 0 Z 0- Zm 0 aW On HN_ z 0 E -cy p zo'❑ Ncy �n z Owner's Address: X �L lf) X I—= (n z Lu< �"-�' '� "'� Q z w 1709 Gth Street z2 z2 Anacortes, WA 95221 I ❑ 0 ❑ I Drawn: i 14 February 201 9 K-----__ I C - CLOSET I K----__ Revised: LINEN C NA BED 00 w N M BATh 9 GLASS SHOWER DOOR RELOCATED FROM ATh 2 ) u \ _ WALL LEGEND --- 1 Sheet Contents: NEW ELECTRIC TOE KICK HEATERS New Upper Floor Plan v r I I EXISTING WALL TO REMAIN Q c tir m NEW WALL LJ Ill i NEW INSTAHOT NOTE: DEMOLISH WALL ENTIRELY IF NEW OFFICE TILE CAN BE SPLICED INTO WALL TILE NEW INSTAHOT NEW HAND HELD SHOWER ND HOSE 1 v I- 0 LIBRARY ..__\L ,,. EW TILE A - - W TILE - ----- BATH 2 NEW SLAB CURB TOP • o bu -EQ '-I O" CLR EQ O 4< / /I') _Th W n� D , CLOSET 2 $ M a IY REROUTE TURA THIS ROOM U SOFFIT OVER W/D "% ROUTE NATURAL GAS TO EW DRYER LOCATION LOCATE WALL AS FAR EAST UNDER ROOF AS POSSIBLE WHILE MAINTAINING VERTICAL CLEARANCE NECESSARY FOR W/D U N W GO H x 3 INEW UPPER FLOOR PLAN ce u 70 _ 5 0 Z q o SCALE IN FEET W I .-a Cl• VD W rn O • rn O °i N H O O Ill V COIli IP rfl N III A2A I .