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HomeMy WebLinkAboutPermit File 1807 Lea Place v o, CITY OF ANACORTES WASHINGTON /c 0 Pt BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence 1807 Lea Place Located At: STREET&NUMBER Owner: D•Alexander King Constructed By:`' Alexander King OWNER OR CONTRACTOR Bldg. Permit#: BLD-2008-0253 Date Issued: September 16 , 2009 Occ. Group: R—3 Use Zone: R 4 A Has Been Inspected And Occupancy Is Hereby Authorized. This 22nd Da f October 2010 ��. . "AUTHORIZI OFF AL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. Engineering and Development Services ,�tp0 q G11 Y 0� PO Box 547,Anacortes,WA 98221 ip� A 1TN: 360.293.1920 FAX 360.293.1938 Z EMAIL: engineering@cityofanacortes.org A c RIGHT-OF-WAY PERMIT APPLICATION a Q w RCW 19.122 Underground Utilities j .4CO3'' CALL BEFORE YOU DIG -(800)424-5555 44•p`w P Applicant shall submit application 5 days prior to start of work and application shall include: ❑ (1) Payment of assessed fee ❑ (2) Drawing illustrating proposed work and its location. See checklist on Page 2 of 2. ❑ (3) Liability insurance CG 2026 or similar. City named as additional insured. Minimum$1,000,000 each occurrence,$2,000,000 general aggregate and $2,000,000 products-completed operations aggregate limit. ❑ (4) Proof of both state and city business licenses ❑ (5) Performance Bond—Construction cost x 150% before work begins ❑ (6) Encroachment Agreement Required To be completed by City: ❑ Yes ❑ No Site Address: City Approved Exemption ❑ Yes ❑ No J SO-7 LEA Pi— EDEN ASSIGNED PERMIT NUMBER: Parcel No. 1 . 01,0 coal Owner Information (Required) Contractor Information (Required) Name Name Address Address (0O t9 S Ds :.ivy SJ►Th A City City ' Phone Phone � 3Lo �z(- } 53 Email Email Address 7r14E0-764(ot 0 c0-" r nib Address Work Includes (check all that apply) Curb Cut ❑ Water ❑ Sewer ❑ Storm ❑ Street Cut ❑ Sidewalk ❑ Phone ❑ Other Describe Work to be Performed: (Notification of Utility Companies is Required) o✓E C79 74/67 G toe 6 l 6 0 77 r..1 -T1 i N Y+.? iC $Y CC 1,3 CX) ��J z A`l'i�/O CI 0 C7 City Approval Si nature Date co Cv n_i By signature below Applicant concurs that the Applicant shall defend, indemnify and hold the City, its officials, em- pl s an olunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, ut F5 ari ' out f r in con ion with activities or operations performed by the Applicant or on the Applicant's behalf ;,.., 0 out sua e f ' er it, except for injuries and da ag s caused by the sole negligence of the City. a 8 Applican Signatur Date Final Inspection Approval Signature Date NON- REFUNDABLE PERMIT FEE: (To Be Completed by City) Curb Cut $50.00 ❑ Street Cut $50.00 ❑ Inside Travel Way $50.00 ❑ Outside Travel Way $20.00 • ❑ Sewer Inspection Fee $50.00 ❑ Sewer Re-Inspection Fee $25.00 TOTAL FEE ASSESSMENT $ A Site Plan (to scale) must be attached that include all of the following: This checklist will aid the applicant in preparing a site plan. Permits that require installation of substantial improve- ments may require plans drawn and designed by a licensed engineer. Please check with City staff prior to submit- ting your application. • Draw the plan to a standard Engineering Scale[1"=10', 1"=20"etc.]on a minimum size sheet of 8'h x 11 and a maximum size of 11x17. • Include the owners name, the parcel ID number,site address, north arrow, drawing scale and date. • Include the contractor's name,address and phone number. • Existing Right-of-Way lines, property lines, edge of pavement, curb/gutter, sidewalks,driveways and plant- ing strips with dimensions between each. • Adjoining street name(s)to the reference property. • All existing public and private utilities in the area of the proposed project(Water, Sewer, Storm, Phone,TV, Gas and Power), dimensioned to the edge of pavement, curb/gutter, sidewalk, driveways, planting strips. • If applicable show easements,critical areas such as streams,wetlands and steep slopes. • Proposed new construction.The proposed improvements shall be shown in heavier line type than the ex- isting information • Dimension the proposed new construction to the edge of pavement,curb/gutter,sidewalks, driveways, planting strips, or another identifiable site feature that will help identify the proposed improvements in the field. • Erosion Control Plan. • Traffic Control Plan per current MUTCD (See standard drawings at http://mutcd/fhwa.dot.gov). If the work requires any lane or street closures,the City of Anacortes Public Works Inspector must be notified a mini- mum of 48-hours prior to scheduled work for proper public notification by the City of Anacortes. Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of-way must be bonded. The applicant and owner must use warning signs,traffic control, and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of-way to previous condition. Perma- nent restoration may include overlays of portions of the right-of-way and restoration of landscaping which have been disrupted by excavation work. The applicant and owner are liable for damage to public and private property. Page 2 of 2 • , tc. ZI ).(6 ‘10, , , ,‘-.,\e' rr qc17-1''\ (0,0(9 pc D 1,0sic-0- \ ' „ ,,. .( 0-c 1 G,0--roz staTroz. c-P9,1 /6,110- ,1 __. „----- _ _____._.--------- ------ . „..... _ . _-------- - \scrl „.-------- February 19, 2010 To: City of Anacortes Public Works Regarding: Driveway access located at 1807 Lea Place, Anacortes To Jim Baldwin, It is requested that a variance be granted to extend the existing city code of a twenty foot driveway access to approximately a forty foot driveway access.This extension will allow access around utility pedestals, safer ingress and egress on the sloping lot and access to the three car garage. Sincerely, Donald King . ,,.1 0925802-1 0042 09/16/2009 001 1 Permit Fees 007929 $10,651 .10 G"S Y 0 -.. City of Anacortes Permit#: BLD-2008-0253 904 6th Street Issue date: 09/16/2009 !' P.O.Box 547 Expire date: 03/15/2011 ;' `;CO.' Anacortes, WA 98221-0547 0Mili1► '} (360) 293-1901 Job Address: 1807 LEA PL Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P77864 Remarks: New single family residence. Owner: D ALEXANDER KING CONST Contractor: • Address: 13672 ROSARIO RD Address: ANACORTES WA 98221-8528 Phone: Phone: License#: General Information: Fees: Building Valuation 200000 Plumbing Permit Fee 125.00 # Forced Air Furnace<=1,000 1 State Building Code Fee 4.50 #of Bathtubs 2 Building Permit Fee 683.00 #of Clothes Dryers 1 Mechanical Permit Fees 114.65 #of Clothes Washers 1 Plan Review Deposit 100.00 #of Dishwashers 1 Park Impact Fee 615.00 #of Gas Fireplace 1 Plan Review Fee 343.95 #of Gas Piping 1 Storm Drain GFC-Residential 1,140.00 #of Gas Water Heaters 1 Traffic Impact Fee 900.00 #of Water Piping 2 Sewer Inspection Fee 50.00 #of Hose Bibbs 2 Sewer GFC-Residential 6,675.00 #of Kitchen Sinks 1 Total Calculated: 10,751.10 #of Lavatories 2 Deposits/Receipts: 100.00 #of Range Hoods 1 #of Showers 1 Total Due: 10,651.10 #of Ventilation Fans 4 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HER BY ERTIFY THAT I AVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PR IS S OF LAWS D ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NO E GRANTING A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER ST LOCAL REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 1 o1 SIGNATURE OF OWN R AUTHORIZED AGENT ISaD BY A -- _... --A i -eks.„,, _-- - i --,.i A , ___- i...,- - ....0.1.1.:-..,, _,-...- -..._. • --t ,-- - ---......,,rr tN-1,.***-"....."1 , ...:*;! *t.'•....: '00w'r"*""*.../':::" / . / \\.\"` i4.:"'"•••'-'"*"....—' ' ''' ' "'.....°1•""*"" ';'. .."' :"%-•":"P"'"1".....00 r iii--""%•..::*-,:: -',‘%-::: .0 ."-*'4" .,':,:•:•":: --*!:...;.:,'0000" "Oft, ,::;,. , '!. .;,,.00.0r, ..'4,...., , , , *:,:-,/,': : I*r. 7" *,? , *A'' 0':::''*':t:!°:'::.'*:--.;_.T":o^"z.`,•:••,•,",4,kf*4."„.N%__,«...... ...;0. „1v,b,..t..''.=,—.-Itzz'•'o4,".,„w"44'."* * : , ' 1 ; „ r — „ 1l = 4 1 , 07, 7 ,,,,•,41,.!rii, , ; $11rth',Atii\ INSTALLED INSULATION CERTIFIC'ATE vq,941 1,1« , HE- :AIM i '1.41)ii ......,.,i, , ,,,,,;:v., 00. . •,,,,•:. , -•-- '4A,::::',., :."---' 0.•, W.".•' ' '--;-7. P. 0 Box 2921 Office (360)424-5179 Mount Vernon, WA 98273 41#111111 d011:111AT4IM a VA itifiti L I 1.0 Fax (360)428-5081 isioit 1:11i1 „LI . V* ,;',iliril'ilifili,14?::". . , =',-----.4•,,,/,..• 40... 1 1 • ,. „ Vv'e eerti I\ that the Iiiiimk mg residence has been insulated \Nail the Rn lov%mg materials: sou ss, ))) Ceiling Blow in VALUE R - 38 --:--40.'-' Flat Ceiling VALUE R - 38 ' i i 11 1 0 i itilifik , .. . 0 .04VALUE R - 21 . :- ..,-,0111 , Ixterior Walls , 4itiiivil k,\likotO 1 ,),01-1,1vg '\*7 C rawl Space VALUE It - 30 ) )) Address: 1807 Lea PI Anacortes WA ('ertify by: Se494,461444 'Cuss - ' . Ns:11 1 •„4,..!•% / i Date Installed: February 2010 Title Imager 1 r4iiiii 1 \ ' 114 ,.,.. \0 ilM4 ' '1140141 ' iji,:01 tlii;,*..4 !in'' • ,. 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'i'. 7".,.. r., ..... ,!..,:, , ,..,::,',.--, -.. ...--0_,::,f.,:-.:- ;".,:):::,110.0.: ;10§E00:;.::._--: .,,,;4t:::,&milk, ,_Aker.d. -.`,,,:, :•'.;';' "*.....`,.,,i;zwoe'4.41. ss:s '\ .,-,..;;-;'..•7ft,,., 011"1"" ;:,.;''':- ;';',•;:... ,4.....0°''.1:.;.'...:: -","-:::'-'wv„,... .. .......7.•°,. -2::'*•14:..,,,i''fr'':'., ;*.' 0.' 0. °''''''....****X71;', i'. 00''''.4 ........:Am ,._ '%,„ ;..‘'7* ' - ' _0-2; s .'44. *N,s1• 4.- ---•:----- I Publ VVorks Engineering and Development Services Residential Inspection . Address: e)c:,, `�> � t<; �� cA� Date: rd --/S—f C� Owner: y L�wz Contractor: --bOv. [`A\i\.Ga - Inspected by: , }w ,‘S ' c_bc z v 1. Water Meter Box L rm and level to finished grade or backside of sidewalk elevation. Lid an box undamaged. . ater meter and customer shutoff installed. . a ccessible—no landscape obstruction. ❑ Drive y installation has drive-over box and lid. ustomer gate valve intact o leaks at connections. - 2. Curb and Gutter rnII-o cracks, damage, graffiti,footprints, finishing blemishes, or other objectionable marks. if road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. ❑ Concrete has broom finish. fl No low spot at curb line, especially at driveway cut. Maximum grade change in 201 feet is %4 inch. 3. Sidewalk N1 A • ❑ No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. ' ❑ ADA compliant- 1 percent slope to curb. If road frontage improvements: ❑ Expansion joints every 15,feet and at driveways. - ❑ Concrete has broom finish . 4. Driveway Approaches - itlo tks, damage, graffiti, footprints, finishing blemishes, or other objectionable i arks. ADA compliant_ 5: Streets .- cracks, blemishes. _ If road or alley improvements: . - - - ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt_ ❑ Received passing materials testing reports for sub-grade,-ballast, crushed rock, and asphalt. 1-1 Received tonnage tickets consistent with required thickness per approved: plans. 6. Sanitary wer 1 ction card signed off and/or verified in Building Department database. As-built record filed in the address file. - . ❑ Screw cap(s).installed on clean-out(s). Clean-out(s)set at finished grade. • - - 7. Storm ainage 1 pection card signed off and/or verified in Building Department database. ilt record filed in address file. Not blocked or diverted to adjacent parcel. 8. Public Utilities Out of Traveled Way IVr 1A ❑ Concrete collars around City utilities. ❑ Final grading ok. [] Restored to prior condition or better. 9. Landscape ❑ Bonded for completion at later date. Verified a ainst approved landscape plan: nst�llation. Errm and quantity of plants. . [ S`0..or-seed in place. - Er Root barrier(receipt filed). 10. Erosion Co I Measures - BM P removed. Al is removed. Site clean. Permanent vegetation established. OF ANACORTES "AS-BUILT" XSewer CITY fl Storm *TRACTOR: 'D. 4,6" 1200A2- CO 1 PLAT/DIVISION: 4 14A BLOCK LOT ADDRESS: J Vil LEW Pi- 1 DATE: !vD 30 o PERMIT#C3,Ib IAA Ot$S SCALE — STREETS ' t ...' I • _ ___ _, - GP . _ . _ i, 0, , 1/1„ / .... . . . __ ...sio _ . 1 _ 1 ' ' 4 , I 1 , ' ' 6 '' ' . . 1.... I . . , i ' . "-- 7 t ' ' k C r II - , - /F \( �!7%,1%)_ v 44'6-----t---r--*16 e) I cow ci: C _ . V ,( GATE STRE ) GRID MAP t( OAP Kara TOP n ° ao g C `l, �, t3,�oP �� 8 CITY OF ANACORTES "AS-BUILT" ri Sewer r-Sto . ! rm NTRACTOR: ) p. w- CoIJsr PLAT/DIVISION: 54yLrnle" BLOCK LOT ADDRESS: /SD7 Lek el- DATE: 140111 30 pct PERMIT# bL o ?.00 9 A'L'S 3 SCALE = ' TREET '- ~ ,h L(t �.. PPS + J�` - lC , v _ _ _ _ Qdj i ti _O 1 _ .7 4‘._ ' : . _ _ . , if - : • -- - - 1...:4 4 • k1 4 44 ,OCATE STREET(S)ONitGRID MAP I Page 1 of 1 Measamer, Don From: Measamer, Don Sent: Saturday, June 07, 2008 5:38 AM To: Harju, Dan Cc: Deaton, Michelle Subject: 1807 Lea PI Dan, have an application for a new Single Family Home at 1807 Lea Place and am checking if they need to install a fire hydrant. When you have a chance on Monday would you please stop by to review? Thanks, Don Measamer City of Anacortes Assistant Director, Planning & Community Development Senior Plans Examiner Don@cityofanacortes.org #1.1PQA Nik Phone 360.293.1901 �! • Fax 360.293.1938 411), � it peva. APA.A. W •� s r 6/7/2008 BEAM CALCULATIONS FOR PLAN R2135B3F-2R TO BE BUILT IN MULTIPLE USE CITY OF ANACORTES, WASHINGTON FOR DONALD A. KING LOADING Roof 15 PSF Dead Load + 25 PSF Live Load=40 PSF Floor 10 PSF Dead Load +40 PSF Live Load= 50 PSF Ceiling 5 PSF Dead Load + 10 PSF Live Load= 15 PSF Deck 5 PSF Dead Load+ 60 PSF Live Load = 65 PSF Interior wall = 07 PSF Exterior wall = 10 PSF DEFLECTION Roof = 1/360 Live Load, 1/360 Total Load Floor = 1/480 Live Load, 1/360 Total Load NOTE: This stamp applies to the members and assemblies described in these calculations only. , And is only valid if it has a wet stamp. ;- Architects Northwest Job No. 061133 ARCHITECTS NORTHWEST, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 (425) 485-4900 FAX (425) 487-6585 www.ArchitectsNW.com Roof Beamf 2006 International Residential Code(05 NDS)1 Ver: 7.01.14 By:Jeffrey deRoulet,Architects Northwest on:04-17-2008 :08:07:12 AM Project: R2135B3F-2R-Location: RB1-8FT BAY GARAGE HDR Summary: 3.5 IN x 11.25 IN x 8.0 FT /#2-Douglas-Fir-Larch-Dry Use Section Adequate By:65.9% Controlling Factor: Section Modulus/Depth Required 8.74 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.04 IN =L/2307 Total Load: TLD= 0.07 IN =L/1317 Reactions(Each End): Live Load: LL-Rxn= 1200 LB Dead Load: DL-Rxn= 903 LB Total Load: TL-Rxn= 2103 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.96 IN Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 6. : 12 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 360 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 2.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 10.0 FT Roof Duration Factor: Cd= 1.15 Wall Load: WALL= 16 PLF Beam Self Weight: BSW= 9 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 8.0 FT Beam Uniform Live Load: wL= 300 PLF Beam Uniform Dead Load: wD_adj= 226 PLF Total Uniform Load: wT= 526 PLF Properties For:#2-Douglas-Fir-Larch Bending Stress: Fb= 900 PS Shear Stress: Fv= 180 PS I Modulus of Elasticity: E= 1600000 PS Adjusted Modulus of Elasticity: E-Min= 580000 PS E Stress Perpendicular to Grain: Fc_perp= 625 PS Adjusted Properties Fb'(Tension): Fb'= 1134 PS Adjustment Factors:Cd=1.15 CI=1.00 CF=1.10 Fv': Fv'= 207 PS Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 4206 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1640 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 44.51 N3 S= 73.83 N3 Area(Shear): Areq= 11.89 N2 A= 39.38 N2 Moment of Inertia (Deflection): Ireg= 113.55 N4 1= 415.28 N4 Roof Beam(2006 International Residential Code(05 NDS)1 Ver: 7.01.14 By:Jeffrey deRoulet,Architects Northwest on: 04-17-2008: 08:07:15 AM Project: R2135B3F-2R-Location: RB2- 16FT BAY GARAGE HDR Summary: 3.5 IN x 11.25 IN x 16.0 FT /#2-Douglas-Fir-Larch-Dry Use Section Adequate By:46.1% Controlling Factor: Section Modulus/Depth Required 9.61 In Deflections: Dead Load: DLD= 0.17 IN Live Load: LLD= 0.17 IN=L/1154 Total Load: TLD= 0.33 IN=L/577 Reactions(Each End): Live Load: LL-Rxn= 600 LB Dead Load: DL-Rxn= 599 LB Total Load: TL-Rxn= 1199 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.55 IN Beam Data: Span: L= 16.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 6. : 12 Live Load Deflect. Criteria: L/ 360 Total Load Deflect.Criteria: L/ 360 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 2.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 1.0 FT Roof Duration Factor: Cd= 1.15 Wall Load: WALL= 16 PLF Beam Self Weight: BSW= 9 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 16.0 FT Beam Uniform Live Load: wL= 75 PLF Beam Uniform Dead Load: wD_adi= 75 PLF Total Uniform Load: wT= 150 PLF Properties For:#2-Douglas-Fir-Larch Bending Stress: Fb= 900 PS Shear Stress: Fv= 180 PS Modulus of Elasticity: E= 1600000 PS Adjusted Modulus of Elasticity: E-Min= 580000 PS Stress Perpendicular to Grain: Fc_perp= 625 PS Adjusted Properties Fb'(Tension): Fb'= 1139 PS Adjustment Factors: Cd=1.15 CF=1.10 Fv': Fv'= 207 PS Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 4795 FT-LB 8.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1079 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 50.54 N3 S= 73.83 N3 Area (Shear): Areq= 7.82 N2 A= 39.38 N2 Moment of Inertia(Deflection): Ireq= 258.89 N4 1= 415.28 N4 Multi-Loaded Beamf 2006 International Residential Code(05 NDS)1 Ver:7.01.14 By:Jeffrey deRoulet,Architects Northwest on:04-17-2008 :08:07:21 AM Project: R2135B3F-2R-Location: RB3-BEDROOM 3 Summary: 5.25 IN x 9.25 IN x 5.0 FT /2.0E Parallam-iLevel Trus Joist Section Adequate By: 33.9% Controlling Factor:Area/Depth Required 6.91 In Center Span Deflections: Dead Load: DLD-Center- 0.02 IN Live Load: LLD-Center= 0.02 IN=L/2435 Total Load: TLD-Center= 0.04 IN=L/1508 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1849 LB Dead Load: DL-Rxn-A= 1151 LB Total Load: TL-Rxn-A= 2999 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.76 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 4470 LB 1 Dead Load: DL-Rxn-B= 2733 LB Total Load: TL-Rxn-B= 7204 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 1.83 IN Beam Data: Center Span Length: L2= 5.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 2.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 5.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT-2= 15 PLF Point Load 1 Live Load: PL1-2= 4669 LB Dead Load: PD1-2= 2818 LB Location(From left end of span): X1-2= 4.0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 375 PLF Left Dead Load: TRD-Left-1-2= 225 PLF Right Live Load: TRL-Right-1-2= 375 PLF Right Dead Load: TRD-Right-1-2= 225 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 4.0 FT Load Length: C-1-2= 4.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 150 PLF Left Dead Load: TRD-Left-2-2= 90 PLF Right Live Load: TRL-Right-2-2= 150 PLF Right Dead Load: TRD-Right-2-2= 90 PLF Load Start: A-2-2= 4.0 FT Load End: B-2-2= 5.0 FT Load Length: C-2-2= 1.0 FT Properties For:2.0E Parallam-iLevel Trus Joist Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2979 PSI Adjustment Factors:Cd=1.00 CI=1.00 CF=1.03 Fv': Fv'= 290 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 7076 FT-LB 4.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 7012 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 28.51 N3 S= 74.87 N3 Area (Shear): Areq= 36.27 N2 A= 48.56 N2 Moment of Inertia(Deflection): Ireq= 82.67 N4 I= 346.26 N4 Page:6 Multi-Loaded Bea/hi 2006 International Residential Code(05 NDS)1 Ver: 7.01.14 By:Jeffrey deRoulet.Architects Northwest on: 04-17-2008 :08:07:21 AM Project: R2135B3F-2R-Location: RB3-BEDROOM 3 Multi-Loaded Beamf 2006 International Residential Code(05 NDS))Ver: 7.01.14 By:Jeffrey deRoulet,Architects Northwest on:04-17-2008:08:07:24 AM Project: R2135B3F-2R-Location: RB4-NOOK Summary: 5.5 IN x 9.5 IN x 6.0 FT /#2-Douglas-Fir-Larch-Dry Use Section Adequate By: 72.0% Controlling Factor:Section Modulus/Depth Required 7.24 In Center Span Deflections: Dead Load: DLD-Center= 0.01 IN Live Load: LLD-Center= 0.02 IN =L/3024 Total Load: TLD-Center= 0.04 IN=L/1859 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2449 LB Dead Load: DL-Rxn-A= 1503 LB Total Load: TL-Rxn-A= 3952 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 1.15 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 726 LB Dead Load: DL-Rxn-B= 470 LB Total Load: TL-Rxn-B= 1196 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.35 IN Beam Data: Center Span Length: L2= 6.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 2.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect.Criteria: L/ 360 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 11 PLF Total Load: wT-2= 11 PLF Point Load 1 Live Load: PL1-2= 2000 LB Dead Load: P01-2= 1200 LB Location(From left end of span): X1-2= 1.0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 550 PLF Left Dead Load: TRD-Left-1-2= 330 PLF Right Live Load: TRL-Right-1-2= 550 PLF Right Dead Load: TRD-Right-1-2= 330 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 1.0 FT Load Length: C-1-2= 1.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 150 PLF Left Dead Load: TRD-Left-2-2= 90 PLF Right Live Load: TRL-Right-2-2= 100 PLF Right Dead Load: TRD-Right-2-2= 60 PLF Load Start: A-2-2= 1.0 FT Load End: B-2-2= 6.0 FT Load Length: C-2-2= 5.0 FT Properties For:#2-Douglas-Fir-Larch Bending Stress: Fb= 875 PS Shear Stress: Fv= 170 PS Modulus of Elasticity: E= 1300000 PS Adjusted Modulus of Elasticity: E-Min= 470000 PS Stress Perpendicular to Grain: Fc_perp= 625 PS Adjusted Properties Fb'(Tension): Fb'= 874 PS Adjustment Factors: Cd=1.00 CI=1.00 CF=1.00 Fv': Fv'= 170 PS Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 3503 FT-LB 1.02 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 3257 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 48.10 IN3 S= 82.73 IN3 Area(Shear): Areq= 28.73 IN2 A= 52.25 IN2 Moment of Inertia(Deflection): Ireq= 76,10 IN4 Page: 8 Multi-Loaded Beamf 2006 International Residential Code(05 NDS)1 Ver:7.01.14 By:Jeffrey deRoulet,Architects Northwest on: 04-17-2008 :08:07:25 AM Project: R2135B3F-2R-Location: RB4-NOOK 1= 392.96 IN4 • Roof Beamf 2006 International Residential Code(05 NDS)I Ver: 7.01.14 By:JeffreydeRouletArchie - Y ,Architects Northwest on: 04 17-2008: 08:07:19 AM Project: R2135B3F-2R-Location: RB5-FAMILY Summary: 5.5 IN x 9.5 IN x 7.0 FT /#2-Douglas-Fir-Larch-Dry Use Section Adequate By: 19.5% Controlling Factor: Section Modulus/Depth Required 8.69 In Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.06 IN=L/1444 Total Load: TLD= 0.10 IN=L/840 Reactions(Each End): Live Load: LL-Rxn= 1925 LB Dead Load: DL-Rxn= 1387 LB Total Load: TL-Rxn= 3312 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.96 IN Beam Data: Span: L= 7.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 6. : 12 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 360 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 20.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Wall Load: WALL= 16 PLF Beam Self Weight: BSW= 11 PLF Slope/Pitch Adiusted Lengths and Loads: Adjusted Beam Length: Ladi= 7.0 FT Beam Uniform Live Load: wL= 550 PLF Beam Uniform Dead Load: wD_adi= 396 PLF Total Uniform Load: wT= 946 PLF Properties For:#2-Douglas-Fir-Larch Bending Stress: Fb= 875 PS Shear Stress: Fv= 170 PS Modulus of Elasticity: E= 1300000 PS Adjusted Modulus of Elasticity: E-Min= 470000 PS Stress Perpendicular to Grain: Fc_perp= 625 PS Adjusted Properties Fb'(Tension): Fb'= 1005 PS Adjustment Factors:Cd=1.15 CI=1.00 CF=1.00 Fv': Fv'= 196 PS Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 5796 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2583 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 69.22 N3 S= 82.73 N3 Area(Shear): Areq= 19.82 N2 A= 52.25 N2 Moment of Inertia(Deflection): Ireq= 168.50 N4 1= 392.96 N4 Multi-Loaded Beamf 2006 International Residential Code(05 NDS11 Ver: 7.01.14 By:Jeffrey deRoulet,Architects Northwest on:04-17-2008 :08:07:27 AM Proiect: R2135B3F-2R-Location: RB6-MASTER BEDROOM Summary: 5.5 IN x 11.5 IN x 6.0 FT /#2-Douglas-Fir-Larch-Dry Use Section Adequate By: 48.4% Controlling Factor:Section Modulus/Depth Required 9.44 In Center Span Deflections: Dead Load: DLD-Center= 0.02 IN Live Load: LLD-Center= 0.03 IN=L/2727 Total Load: TLD-Center= 0.04 IN=L/1687 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2656 LB Dead Load: DL-Rxn-A= 1635 LB Total Load: TL-Rxn-A= 4290 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 1.25 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2012 LB Dead Load: DL-Rxn-B= 1248 LB Total Load: TL-Rxn-B= 3261 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.95 IN Beam Data: Center Span Length: L2= 6.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 2.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 14 PLF Total Load: wT-2= 14 PLF Point Load 1 Live Load: PL1-2= 1900 LB Dead Load: PD1-2= 1140 LB Location(From left end of span): X1-2= 1.33 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 150 PLF Left Dead Load: TRD-Left-1-2= 90 PLF Right Live Load: TRL-Right-1-2= 150 PLF Right Dead Load: TRD-Right-1-2= 90 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 1,33 FT Load Length: C-1-2= 1.33 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 550 PLF Left Dead Load: TRD-Left-2-2= 330 PLF Right Live Load: TRL-Right-2-2= 550 PLF Right Dead Load: TRD-Right-2-2= 330 PLF Load Start: A-2-2= 1.33 FT Load End: B-2-2= 6.0 FT Load Length: C-2-2= 4.67 FT Properties For:#2-Douglas-Fir-Larch Bending Stress: Fb= 875 PS Shear Stress: Fv= 170 PS Modulus of Elasticity: E= 1300000 PS Adjusted Modulus of Elasticity: E-Min= 470000 PS Stress Perpendicular to Grain: Fc_perp= 625 PS Adjusted Properties Fb'(Tension): Fb'= 874 PS Adjustment Factors: Cd=1.00 CI=1.00 CF=1.00 Fv': Fv'= 170 PS Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 5948 FT-LB 2.34 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 4062 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreg= 81.69 IN3 S= 121.23 IN3 Area(Shear): Areq= 35.84 IN2 A= 63.25 IN2 Moment of Inertia(Deflection): Ireq= 148.78 IN4 Page: 10 Multi-Loaded Beam(2006 International Residential Code(05 NDS))Ver:7.01.14 By:Jeffrey deRoulet,Architects Northwest on:04-17-2008 :08:07:28 AM Project: R2135B3F-2R-Location: RB6-MASTER BEDROOM I= 697.07 IN4 • Uniformly Loaded Floor Beam(2006 International Residential Code(05 NDS))Ver 7.01.14 By:Jeffrey deRoulet,Architects Northwest on:04-17-2008:08:07:09 AM Project: R2135B3F-2R-Location:FLOOR BEAM IN CRAWL SPACE Summary: 3.5 IN x 9.25 IN x 4.0 FT /#2-Douglas-Fir-Larch-Dry Use Section Adequate By:202.1% Controlling Factor.Section Modulus/Depth Required 5.32 In Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.01 IN=L/5920 Total Load: TLD= 0.01 IN=L/4149 Reactions(Each End): Live Load: LL-Rxn= 1040 LB Dead Load: DL-Rxn= 444 LB Total Load: TL-Rxn= 1484 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.68 IN Beam Data: Span: L= 4.0 FT Unbraced Length-Top of Beam: Lu= 1.34 FT Live Load Deflect.Criteria: L/ 480 Total Load Deflect. Criteria: L/ 360 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.5 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 6.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 85 PLF Beam Loading: Beam Total Live Load: wL= 520 PLF Beam Self Weight: BSW= 7 PLF Beam Total Dead Load: wD= 222 PLF Total Maximum Load: wT= 742 PLF Properties For:#2-Douglas-Fir-Larch Bending Stress: Fb= 900 PS Shear Stress: Fv= 180 PS Modulus of Elasticity: E= 1600000 PS Adjusted Modulus of Elasticity: E-Min= 580000 PS Stress Perpendicular to Grain: Fc_perp= 625 PS Adjusted Properties Fb'(Tension): Fb'= 1078 PS 1 Adjustment Factors:Cd=1.00 CI=1.00 CF=1.20 I Fv': Fv'= 180 PS Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 1484 FT-LB 2.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 920 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 16.52 N3 S= 49.91 N3 Area(Shear): Areq= 7.67 N2 A= 32.38 N2 Moment of Inertia(Deflection): Ireq= 20.03 N4 I= 230.84 N4 • City of Anacortes Public Works DepartmenttBuilding Department Small Parcel Storm Water Plan Section 13.36.100 • Chapter 13.36 Drainage Requirements and Regulations Project Name: L.En Pi- S KYGNr Owner: (Name, Address and hone)A ,3v �n-►,,�1 . /���'�` "`'`'>i . 6'6'6`n ��'i ' ' -L0-9 Site Address: LEA P+ . a-4 A-coPa Parcel ID Number: Sec. Twn Rng ,W.M. Prepar�d By: (Name, Firm, Address, Phone) • -Pst i ot. k:,nifZ ccr.,6 l- The Small Parcel Storm Water Plan needs to be submitted with the Building permit. To assist City Staff in reviewing your plans, please include any notes or comments you Tray have regarding individual requirements as they may pertain to this development. iG( [;.►SS rev Lrlt - f J J7,3- - 5/LT Fes" ' 6, ' ?(Elea. Ti CONj•not, 'rIG"w' N=MTh tL- Kn.'1G IC L7(fTk�'j4NZC V viei r•J . Cc-74)V vir f tiLi p rry tz'; N-- c -r 2.,r,ti c3-a"'. Ma(li tvei & 'v P /44 C-61457P--"774rni Co ✓cam /i2 c_ 5/t c X/1/L13-7=% /✓c..!tile; V • B(SF-03) CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completed prior to issuing the building permit) , `q Site Address: � a © -.) t I p r- Date: 69/7/0 3 Contact Person: D oc-Q-Q —ky Phone No.: q 1` i ' 5 , Assessors No.: Lot: irCe Block: Co Addition: 5 ter*---C (Building Department Checklist for Completeness) • OK NA OK NA O Fire Department Access 0 Fire Hydrant Located within 250 feet O Fire Flow Required 0 Shoreline or Wetlands 0 Site Plan 0 Covenant Approval O Variance Required ❑ Regulated Slopes ❑ Plat Facts and Findings Compliance ❑ Survey in File ❑ ❑ Fill on Site Received and Reviewed by '�--� - ------- ., Date: (-4/7 f aJ2 ' (Engineering Department Checklist for Completeness) OK NA OK NA ❑ 0 Water Extension/Meter ❑ ❑ Sewer Extension/Connection ❑ ❑ Street Improvements/Sidewalks 0 ❑ Site Drainage Plan ❑ ❑ Covenant Not to Oppose Future LID 0 0 Latecomers Agreement ❑ ❑ Street Drainage ❑ ❑ Driveway location,slope,culvert ❑ ❑ Storm Drain Extension Received and Reviewed by: Date: `FURTHER COMMENTS( Zoning. ie(4,4 Lot Size: 7 CIP° -- Coverage Allowed: Cb -/� r Actual Coverage: Z Lzfr tilr 1.51c0 Irk r:-.1i-;:. :_ :;12.. di 1..)i,sysiE.tfi ,t :0e) 4 Lit-Lc:IA.0; )0 17 FP;t-ic 'ics 4 _ atItTm..........• .....:. r..IL% , . .I'LL.— 3 , •_MzE-.,-7 Tr.) 1•!.-i--.. :::,-,---il— cic71.,:.) 1 .: 2.1,cr rEN-z, __71 ';'4.--C It tt- -7-kt-V--,,.;.-\:-."-:.•,'''-. c-4i-k.,:4;C:Tf I A, 1, :::_-`,Tii' ..1-:-.• -A,i'x,•11.-t. tlt,..) ::: .--:--.. ,.-_-,--' "---.-•,•--, /--..: 1 7,4.:1(-...r. .'. '-...„, .: 1,-II' 1:!--:-.`A'•:. '.- ::- ',..',.1, 1 i i .'n •:,..-:'-..11';'-...-frit:,"c-1?-:.,.1 . , I , 1 ' i i \ . c 1 . co;• ' 97. fa t . 'i I I -1, • 1, L 7;,,5:1Z „Id . i i i i 1 , -• j I 1 I I I i i 1 - 1 , i 1 I --- z . ----_,,i .---.---31 i ; 'e ,• ' 1 !I 1 i i _ Z \ 1 f :-.L_,:. , •.; 1 . r ! 1 I „4., i EL .7.-,:;. ;') -7;.,^c, , i 4 ,ile-L-7-1.2 I r --,.! Li:`-'1 • L—, -.._ .... .f D 1.1(1 '.:.t '•,..::.1:-. 1:17,-ft;i'd • LNU1 , til 1r,:,,--1 (., .,-..._.... Ti..!-.::i It .14,ri - 3 I- k__ - f: 1, 0..-'1-.:/...J -,..- " •. -. ..__> .:.k .., •_ _,--- -•-, il .cel- , ,J ri:k- Orr 'L el'17-111''cA :„ ... . , 4- -,,,.-..,... L „.'7.,..-. 1`,,,. ( • c-4........,_-!.1 ., 4,___• qv 30 T-77-77- _-__------_72__--___:_-_-_-_: - - - :7- -- -72.-_ - -. - -, 4 -,, - -- - / % -1) i r44. -441_g 4t--.. -_ ---- - , •r--; ,% , 1 ; N- ,Ff 1;•7 .,- . . , . ,K1;----\i .L , --- I , -- --t :-.,..e...'• -•.).-- - --- 1 - --- '1 .,_ . , _...1 --,:- 1 74---'------- - \ t \ i I ! '•,,. .• -- - -- -_ --„`,.... ,_t..';._ .. '..-= ......-.....-.,:,•;cf. _ 3 .. . ; 1 1 '1:.,/:•'..ii..S.".--.‘" •-•0.-_-.... _ ..... •,„ •- I , , --- .. i ---i • _ •,....---,, -,..d.v. I ., • .4 -•-...... 4--, , T .i 1(..-,--;-;-•s.; )4-.- ', I , ._. .._._ • I _ 1 - , , - 1 i --,- ' t• I • V, 1, ‘\ t i . _ . , /CI • • I- _____ I k•L• -Ill " A t 1 1- i ! It 1 1 ! C P.- ----•.• ;'--'-:" '.. ,-, •• 1 -14*--- L--- ..-- r" , r--,. t.,,___ ' it'. , -.A1"; . ,.--..-•1,.--: L.. - : ! .11,.... r. ' - - -• LX.1_ ....-.7 1 -f,•._'..-.),..f. :1•.:-.D f.,. :.._ ilk.."1'-- .-",. 1 ... LIP -L(LE. • - < .1.,_ ,r,:..,:.i q -'-: ''''.'" -1--1 .:_, : 0813204-1 0001 05/12/2008 002 4 Permit Fees 007929 $100.00 .441 !;' .,::. Residential Building Permit Application Building Department P.O. Box 547 Anacortes, WA 98221 Phone No.: 360-293-1901 FAX: 360.293.1938 SITE ADDRESS: / g 0-7 1-01- Pt- . I. i't:04i.t0Otait.e.tifWii;;::;: f:S.44000kiitiVrittUtOttkaTtl#ktift4401:":: : 1.tiL'Il:':--T''',-j': :: ::2'.:: : Name 1), A LEXWNeg. )4 r•CI Ceikir: /4.94 ("re_ Address (00 ti 0 54o4 t4A-i 5U t1F- A City/State/Zip PriACee10•7 0'4- 7c22,( Phone 3ie Jai -I.C53--FAX 2.93-51f/ State License#P/44:64.1}4 95i 311 Exp 01/IA . , , PAOCECNO:MOEII City of Anacortes License ? 1 7 PROPERTY. :OVV:St* :':-;: .:-... APPIlialit:,1 I--LEGAL DESCRIPTION Name SAIV\E- 9-1(WC Lor 547 biV 14, Address . . City/State/Zip pROJET VALUATION 206,000 Phone FAX Number of Dwelling Units I E-Mail Address Number of Stories 1 Building Area: ;I 't•Chitiet clDeaigner clEngineer 0:AppliCant 1 Floor ‘.i5-1 s.f. 2nd Floor s.f. Name ARCA I ThZ7T r4,,,,i 3"'Floor s.f. Basement s.f. Address ig ct 5"-- /4 2-'-'° -- A/C,' iZwrico Garage L9 40 s.f. Carport s.f. City/State/Zip‘,4k Opt Aiii tt..i....'— PA- 71672_ Deck s.f. Lot Area 75(00 s.f. PhoneqZ-S- ENC:Lftie0 FAX Lf7W5- . E-mail Address CONTACT', j .: ::; . - '‘.. 4-Applicant : LENDER LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 , NameD,.., 0.4.3% IN VALUATION PER RCW. Address( O CO cA7'IP5 Li•-f/17 ct.q-e A Name City/State/Zip Al‘jA-CPi-9--77-3 IAA `11/ 1 Address Phon cA (44-15---- FAX 2-93-3V6— City/State/Zip E-mail Address Phone No. CONTINUED ON THE BACK 1 ap -,?blZ - '1 CITY OF ANACORTES PERMIT CENTER • ._. ', 904 6TH Street- P.O. Box 547 10,";; .'` Anacortes,WA 98221 7'°'` 360-293-1901 Single Family/Multi-Family Permit Checklist for Submittal Plans which do not contain the following minimum information will not be accepted for plan check. 'roject Address: f D 07 LEA pi..... Date of Application: 5/Z5/6 J \lame of Owner: i Ai-� AI I I✓flt?1t Assessors Parcel No.: e 7 7 %, -, Vlailing Address: (00(J0 St t)5 w1I s,lir A- Lot: rlo Block: Addition: Dow IL :ity/State/Zip: /7 CC1 .1 Gt 7 ' q 2. 71 Description of Work: i•(CVJ 5 f i Daytime Phone No.: 36e LIZ(-( ( Please place check marks by completed items,and cross out those that do not apply. [ [J Two Full sets of Plans [] [] FLOOR FRAMING (Max.size 24x36) [ [] Complete Application Form [] [] Fire Resistive Construction where Required [ [] Provide Floor Plan for County [] [1 Joist Size,Spacing,Grade&Species [] [j Headers,Doubled Joists, Blocking,etc. [ [] SITE PLAN(8 1/2 x11 or 11x17) [] [j Floor Sheathing&Underlayment [j [] Any Conditions That May Impose Heavy Loads [ [] Setbacks [] [] Insulation to be Installed [ [j North Arrow [ [] Lot Elevations El [] ROOF FRAMING I [] Lot Coverage [ [] Lot Size El [] Layout of Trusses&Bearing Points,Show Hips, [ [j Property Lines(Recorded Survey) Valleys&Ridges&Insulation [ [] Easements,Streets,Alleys [] El Ceiling Joist Size,Spacing,Span Species&Grade [ [] Location of Utilities p El Insulation [ [] Erosion Control,Small Parcel [j [] Ceiling Finish Material Storm Water Plan n [J Rafter Size,Spacing,Span,Species&Grade [] [] Location,Size,Etc.,of Beams or Purlins [] [] FLOOR PLANS U [] Indicate Scale of Drawing [] [] Provide Dimensions All Roof Systems El [] Size/Locations of Doors&Windows El [j Attic Ventilation(low&height) U [] Label rooms&Spaces [] [] Indicate if Attic Will Be Used For Storage [] El Indicate New Construction From Existing [] [] Show Attic Access El p Show Decks,Patios&Landings El El Show Smoke Detector Locations Roofing p El Show Attic Access(s) [j [] Sheathing Type&Thickness [j El Show Mechanical Equipment Locations [] [] Roofing Type&Weight(provide attachment [] [] Indicate Bearing Walls schedule if tile or metal) n [] . Indicate Shear Walls El [] Underlayment [] [] Indicate All Header&Beam Sizes, Species&Grade [] [] Show All Plumbing Fixtures Including Deck Detail Floor Drains [J [j Guardrail,Spacing&Height [] [] Joist Size,Spacing&Species [] n Types of Connectors,Post to Beam,Joist Hangers Type of Decking Material Mechanical Elevations p Exhaust Fans;CFM&Sone Ratings [] [J Show All Exterior Elevations Including [] Location&Size of Heating Appliances Sr Proposed Finished Grades from Property Line [J Dryers to Property Line [] Cooking&Other Appliances [] [] Show a Section Through the Lot at the Driveway [] Range Exhaust Hood (to begin at the street paving or curb) Stair Detail [] Location,Width&Headroom [] Size of Materials&Species [J Rise&Run El Handrail Type&Height Energy Code Compliance [] Residential/Non-Residential Energy Code Forms [J Energy C Constr Lion Details I ,pplicant's Signature: /� V Date: .eceived By: Date: Jpdated February 7,2005 2 ;:**1= Residential Energy Code ��OrK (Simple Form) 2003 Washington State Ventilation&Indoor Air Quality Code 2003 Washington State Energy Code This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the WA ST VIAQ and WSEC Codes. After completing this form,please add all relevant information to your construction plans. PART 1 Whole-House Ventilation:select one of the following methods. A. Fresh air will be circulated by the central forced air furnace along with a whole house exhaust fan. A single whole- house exhaust fan,which usually does double duty as a room spot fan,is required and must be controlled by a timer set to operate fan a minimum of 8 hours per day. The CFM capacity of the fan must be measured at 0.25 w.g.and have a maximum sone(noise)rating of 1.5. Fresh air intake ports or ducts are required with this option. (WA VIAQ 303.4.1) The minimum size of the fan is based on the number of bedrooms and the size of the house. For houses up to 3,000 square feet,the following sizes are acceptable: _1 or 2 bedrooms—75 CFM _3 bedrooms—90 CFM _4 bedrooms—105 CFM For other options contact the Planning&Permit Center. B. Fresh air will be circulated by the central forced air furnace system. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air daily. An exhaust fan is not required with this system. (WA VIAQ 303.4.2) L C. Fresh air will be supplied by wall or window vent ports in each bedroom,kitchen,living room and other habitable rooms along with a whole-house exhaust fan as described in Option A. (WA VIAQ 303.4.1) D. A heat-recovery ventilation system.(WA VIAQ 303.4.4) PART 2 Insulation and Windows:select one of the following methods. (WSEC Table 6-1) Glazing% U-factor Ceiling Vaulted Walls Floor Slab _1. (2x4 construction) up to 12% 0.35 R-38 R-30 R-15 R-30 R-10 �2. (2x6 construction) unlimited 0.40 R-38 R-30 R-21 R-30 R-10 If you intend to use 2x4 construction,compute the window glazing percentage of heated floor area to verify that the project falls below the 12%maximum allowed glazing: Total area of windows,skylights and patio doors: sq.ft. Total heated area: sq.ft. Total window area divided by total heated area=glazing % Updated: August 24,2004 Page 1 or 2 Residential Mechanical Fixtures Fuel Type TA-Natural Gas ❑ Electric ❑ Wood ❑ Propane Gas ❑ Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace<=100K BTU Clothes Dryer Boilers/AC/Heat Pump Gas Water Heater Gas Outlets Gas Fireplace Ventilation Fans Fireplace Insert Stove,Appliance 1 Other Units Range Hood Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet ..S Clothes Washer Bathtub Z Electric Water Heater Shower l Utility Sink Dishwasher ( Hose Bibb Hand Sink 3 Water Piping Kitchen Sink w/Disposal ( Additional Fixtures 1 HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRA 0 AND SUBCO TRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LIC NS .S r WORK ERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PRO R E E. APPL CANT'S SIGNATURE DATE