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BLD20150260.PDFCITY OF EDMONDS 121 5THAVENUENORTH-EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 03/02/2015 i Permit #: BLD20150260BUILDING PERMIT Expiration Date: 03/02/2016 Project Address: 19316 OLYMPIC VIEW DR, EDMONDS Parcel No: 00425100000300 APPLICANTPROPERTY OWNER F GILBERT CONSTRUCTION COMPANY INC GILBERT CONSTRUCTION COMPANY GILBERT CONSTRUCTION COMPANY INC 19316 OLYMPIC VIEW DRIVE INC 19316 OLYMPIC VIEW DRIVE EDMONDS, WA 98020 19316 OLYMPIC VIEW DRIVE EDMONDS, WA 98020 EDMONDS, WA 98020 (206)S42-7171 (206)542-7171 LICENSE #: GILBECC976DI EXP:03/21/2017 INTERIOR REMODEL OF BATHS, KITCHEN AND BEDROOMS VALUATION: $84,000.00 PERMIT TYPE: Residential PERMIT GROUP: 04 - Alteration/Remodel GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD: FENCE: ( 0 X 0 FT.) CODE: 2012 OTHER: ------- OTHER DESC: ZONE: NUMBER OF STORIES: 0 VESTED DATE: NUMBER OF DWELLING UNITS: 0 LOT #: BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE. 0 DECK: 0 OTHER: 0 BEDROOMS:0 BATHROOMS:0 BEDROOMS:0 BATHROOMS:0 REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS A/PLICA7•ION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. 9i1J"'y 'A Ls s- L�u 7'Gc� u4Ma rd t, z., Zo 9$ Signature Print t4arne Date Released By Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10. 't a ONLINE APPLICANT ASSESSOR OTHER STATUS: ISSUED BLD20150260 • Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309 • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Provide combustion air per IMC Chapter 7 for commercial and multi -family residential installations, and IRC Chapter 17 for one and two-family dwellings. • Any request for altemate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating fromtemporary construction sites as a result of construction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of7:00amto 6:00pmon weekdays and 10:00amand 6:00pmon Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly fromthe issuance for this pemut. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT. SEE ECDC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 1 ENGIT-MMING (425) 771-0220 EXT. 1326 1 FIRE(425).775-7720 PUBLIC WORKS 425 771-0235 PRE-TREATMENT 425 672-5755 RECYCLING 425 2754801 When calling for an inspection please lease the following information: Permit Number, Job Site Address, Type of Inspection being reauested Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. • B-Plumb Rough In • B-Mechanical Rough In • B-Roof Sheathing • B-Framing • B-WallInsulation/Caulk • B-Insulation/Energy • B-SheetrockNail • B-Building Final DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION st. 1 g90 121 5t° Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 It Fax 425.771.0221 PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS (Street, Suite #, City State, Zip): 3 (e l ��UC[u7 Dr., &Ww►nd5 tolt 180Z,0 Parcel #: DDyds OOOD b0 Subdivisio t #: Project Valuation: $8 y 000 APPLICANT: CS,i I bar( e01J5tnA C-h r) u t2n Phone: Zoly 514 2 - 3 1 1 Fax: Address (Street, City, State, Zip): Z31115 T' bt.la.tc 000JW 1.�14 98oLo E-Mail Address: tI,jdee-hd CvApmfg� nrf PROPERTY OWNER: .StR-n� 45 A PP1-1 e 4,uT- hone: Fax: Address (Street, City, State, Zip): E-Mail Address: LENDING AGENCY: Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* JiTolf- A6 APPLicomiT DWMG-(L Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: *Contractor must have a valid City of Edmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 WA State License #/Exp. Date: L. L CC, 9 7 6 0 1 3 ' 21- 20 t S City Business License #/Exp. ate: NP,-OZ11570 1Z-431-Zot5 DETAIL THE SCOPE OF WORK: Tn %,t' O r bed voo m5. g e nt o d e-L D-F b r-0-1,5 , Ili e- h e xt a L d PROPOSED NEWSQUARE FOOTAGE FOR THIS PROJECT: Basement: 6 . ft. Select Basement Type: Finished LJ Unfinished LJ I" Floor: O . ft. Garage/Carport: s . ft. 2 Floor: d s . ft. Deck/Cvrd Porch/Patio: s . ft. Bedrooms # Full-3/4 Bath # Half -Bath # Other: . ft. Fire Sprinklers: Yes No= Retaining Wall: Yes No Grading: Cut cu. yds. Fill cu.yds. I Cut/Fill in Critical Area: Yes LJ No I declare under penalty of perjury laws that the information I have provided on this form/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 Edmonds. / Print Name: �DGL ,--, Owner Agent/Other ❑ (specify): Signat Date: S FOl;pi A LABuilding New Folder 2010\DONE & x-ferred to [-Building-New drive\Fomi A2014.doex Updated: 1/172014 Of EDMO v1 (P st 1 gqo City of Edmonds Equipment Type DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION FORM A 121 5's Avenue N, Edmonds, WA 98020 Phone 425.771.0220 It Fax 425.771.0221 Appliance/Equipment Information (new and relocated) Total # Furnace Gas #_Elec # Other: #_ BTUs: <100k >100k_ Location(s) Air Handler / VAV (circle selected) Gas # Elec # Other: #_CFM: <10k >10k_ Location(s) AC / Compressor 1 Boiler / Heat Pump / Roof Top Unit (circle selected) Gas # Elec #Other: HP: ©, 3-15, # BTUs: <100k, 100k-500k, SOOk-1Mil 15-30 Location(s) Hydronic Heating Gas #_Elec # In -Floor _Wall Radiant_ Boiler BTUs: Location dud) ust Fans (ankle Bath #Kitchen #_Laundry # I Other: # Fireplace Gas #_Elec #_Other: # Location(s) Dryer Duct Appliance Type Appliance/Equipment Information (new and relocated) Total # AC Unit BTUs: Location(s): Furnace BTUs: Location(s): Water Heater BTUs: Location(s): Boiler BTUs: Location(s): Other: BTUs: Location(s): Fireplace/Insert BTUs: Location(s): Stove/Range/Oven Dryer Outdoor BBQ TOTAL OUTLETS Fixture Type (new and relocated) Total # Fixture Type (new and relocated) Total # Water Closet (Toilet) 'Z Pressure Reduction Valve/Pressure Regulator Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) Water Service Line Tub/Shower Drinking Fountain Dishwasher Clothes Washer Hose Bib Backflow Prevention Device (e g. nsPA, DCDA, AVB) Water Heater Tankless? YesEl NoEl Hydronic Heat in: Floor ❑ Wall Floor Drain/Floor Sink Other: Refrigerator water supply (for waterfrce dispenser) Other: FORM A LABuilding New Folder 2010\DONE & x-ferred to L Building -New drive\Form A2014.docx Updated: 1/172014 S Boise Cascade Single 3-1/8" x 7-1/2" BOISE GLULAM® 24F-V4/DF Roof Beam\RB01 Dry 11 span I No cantilevers 1 0/12 slope Monday, February 16, 2015 BC CALL® Design Report Build 3272 File Name: BC CALC Project Job Name: Gilbert Construction Description: Designs\RB01 Address: 19316 Olympic View Drive Specifier: JU � A City, State, Zip:, Designer: CA A it Customer: Pro Build Company: Boise Cascade Code reports: ANSI 117-2010 Misc: 0 12 RECEIVED FEB 2 5 2015 DEVELOPMENT SERVICES tr#S1r1101 Total Horizontal Product Length = 10-00-00 Reaction Summary (Down / Uplift) ( Ibs ) Bearing Live Dead Snow Wind Roof Live BO, 3-1 /2" 553 / 0 875 / 0 B 1, 3-1 /2" 553 / 0 875 / 0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 10-00-00 15 25 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3,251 ft-Ibs 48.3% 115% 4 05-00-60 End Shear 1,167lbs 24.5% 115% 4 00-11-00 Total Load Defl. U425 (0.269") 42.4% n/a 4 05-00-00 Live Load Defl. U694 (0.165") 34.6% n/a 5 05-00-00 Max Defl. 0.269" 26.9% n/a 4 05-00-00 Span / Depth 15.3 n/a n/a 00-00-00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/8" 1,428 Ibs n/a 20.1% Unspecified B1 Post 3-1/2" x 3-1/8" 1,428Ibs n/a 20.1% Unspecified Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1 ") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. Disclosure Completeness and accuracy of input must be verified by anyone:whowould rely on output as evidence of. -suitability for particular application: Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation.\n\nBC CALCO, BC FRAMER®, AJSTm, ALLJOISTO , BC RIM BOARD-, BCI® , BOISE GLULAM-, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIMS, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. Ma ®Boise Cascade Single 3-1/8" x 7-1/2" BOISE GLULAM® 24F-V4/DF Dry 11 span I No cantilevers 1 0/12 slope BC CALL® Design Report Build 3272 File Name: BC CALC Project Job Name: Gilbert Construction Description: Designs\RB01 Address: 19316 Olympic View Drive Specifier: JU City, State, Zip:, Designer: Customer: Pro Build Company: Boise Cascade Code reports: ANSI 117-2010 Misc: Roof Beam\RBO1 Monday, February 16, 2015 V 04-04-00 V BO B1 Total Horizontal Product Length = 04-04-00 Reaction Summary (Down / Uplift) ( Ibs ) Bearing Live Dead Snow wind Roof Live BO, 3-1 /2" 240 / 0 379 / 0 131, 3-1/2" 240 / 0 379 / 0 Live Dead Snow wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 1000/0 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 04-04-00 15 25 07-00-00 Controls Summary Value %Allowable Duration case Location Pos. Moment 536 ft-Ibs 8% 115% 4 02-02-00 End Shear 3571bs 7.5% 115% 4 00-11-00 Total Load Defl. U999 (0.007") n/a n/a 4 02-02-00 Live Load Defl. U999 (0.004") n/a n/a 5 02-02-00 Max Defl. 0.007" n/a n/a 4 02-02-00 Span / Depth 6.2 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post .3-1/2" x 3-1/8" 619 lbs n/a 8.7% Unspecified B1 Post 3-1/2" x 3-1/8" 619lbs n/a 8.70/6 Unspecified Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1 ") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation.\n\nBC CALCO, BC FRAMER®, AJSTm, ALLJOISTO, BC RIM BOARD-, BCI®, BOISE GLULAM-, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUDS are trademarks of Boise Cascade Wood Products L.L.C. M T Boise Cascade Single 3-1/8" x 7-1/2" BOISE GLULAM® 24F-V4/DF Floor Beam\FB01 OEM Dry 11 span I No cantilevers 1 0/12 slope Wednesday, February 18, 2015 BC CALL® Design Report Build 3272 File Name: BC CALC Project Job Name: Gilbert Construction Description: Designs\FB01 Address: 19316 Olympic View Drive Specifier: JU City, State, Zip:, Designer: Customer: Pro Build Company: Boise Cascade Code reports: ANSI 117-2010 Misc: Total Horizontal Product Length = 07-00-00 Reaction Summary (Down / Uplift) (ibs ) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,240 / 0 1,860 / 0 B1, 3-1/2" 2,240 / 0 580 / 0 Live Dead Snow Wind Roof Live Trlb. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 07-00-00 40 10 16-00-00 2 Wall Above Conc. Lin. (lb/ft) L 00-00-00 00-00-00 80 16-00-00 Controls Summary Value %Allowable Duration case Location Pos. Moment 4,310 ft-Ibs 73.6% 100% 1 03-06-00 End Shear 2,081 Ibs 50.3% 100% 1 00-11-00 Total Load Defl. U468 (0.168") 51.3% n/a 1 03-06-00 Live Load Defl. U589 (0.133") 61.2% n/a 2 03-06-00 Max Defl. 0.168" 16.8% n/a 1 03-06-00 Span / Depth 10.5 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/8" 4,100 Ibs n/a 57.7% Unspecified B1 Post 3-1/2" x 3-1/8" 2,820lbs n/a 39.7% Unspecified Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation.MMBC CALCO, BC FRAMER®, AJS—, ALLJOISTO, BC RIM BOARD—, BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD are trademarks of Boise Cascade Wood Products LL.C. M� ®Boise Cascade Single 3-1/8" x 7-1/2" BOISE GLULAM® 24F-V4/DF Dry 11 span I No cantilevers 1 0/12 slope BC CALL® Design Report Build 3272 File Name: BC CALC Project Job Name: Gilbert Construction Description: Designs\RB01 Address: 19316 Olympic View Drive Specifier: JU City, State, Zip:, Designer: Customer: Pro Build Company: Boise Cascade Code reports: ANSI 117-2010 Misc: Roof Beam\RB01 Monday, February 16, 2015 Total Horizontal Product Length = 08-00-00 Reaction Summary (Down / Uplift) (ibs ) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 203 / 0 300 / 0 B 1, 3-1 /2" 203 / 0 300 / 0 Live Dead Snow wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 08-00-00 15 25 03-00-00 Controls Summary Value %Allowable Duration case Location Pos. Moment 894 ft-lbs 13.3% 115% 4 04-00-00 End Shear 388lbs 8.1% 115% 4 00-11-00 Total Load Defl. U999 (0.046") n/a n/a 4 04-00-00 Live Load Defl. U999 (0.028") n/a n/a 5 04-00-00 Max Defl. 0.046" n/a n/a 4 04-00-00 Span / Depth 12.1 n/a n/a 00-00-00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/8" 503lbs n/a 7.1% Unspecified B1 Post 3-1/2" x 3-1/8" 503lbs n/a 7.1% Unspecified Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation.\n\nBC CALCO, BC FRAMER®, AJS-, ALLJOISTO, BC RIM BOARDTM, BCI®, BOISE GLULAMTm, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C.