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BLD2019-0485U�4 OP EN CITY OF EDMONDS 121 5TH AVENUE NORTH -EDMONDS, WA 98020 �6e. 1890 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 05/16/2019 Permit #: BLD2019048F BUILDING PERMIT Expiration Date: 05/16/2020 �� Project Address: 18140 84TH AVE W, EDMONDS Parcel No: 00596000001200 MERRIL AND KELLY GARTH EPSILON CONST LLC 1RONSIDE CONSTRUCTION LLC 8403 184TH ST SW C/O GREG GRATIAS 8214 145TH DR SE EDMONDS, WA 98020 3510 ACADEMY DR SE SNOHOMISH, WA 98290 AUBURN, WA 98092 (425)269-8033 (206)954-5000 (360)547-3135 LICENSE #: IRONSCL837PK EXP:10/12/2019 1B DESCRIPTION TREE STRIKE, ROOF AND TRUSS, INTERIOR WALLS, FLOORING, CEILING, 60 SQ FT OF DECKING, RAIL, 2 WINDOWS, SHEETROCK. VALUATION: $30,000 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: OTHER: ------- OTHER DESC IZONE: NUMBER OF STORIES: 0 IVESTED DATE: NUMBER OF DWELLING UNIT S: 0 ILOT #: t-XISIING AREA BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 I POSIED AREA 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:O BEDROOMS:0 BATHROOMS:0 FRONTSETBACK SIDESL-rBACK Erg-ACK REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED. HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: I 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 INSURANCEAND RCW 18:27. !`. THIS 8PAirATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISMER DEPJTY AND ALL FEES ARE PAID. Print Name 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. = FIRE = APPLICANT = ASSESSOR a CITY STATUS: ISSUED BLD20190485 • Final approval on a projector 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. • Any request for alternate 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 avariance 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 from temporary construction sites as a result of construction activity are exempt from the noise limits ofECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00am and 6:00pm on 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 from the issuance for this permit. 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. INSPECTIONS 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 ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Permits/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection beina reauested. Contact Name and Phone Number. Date Preferred. and whether you prefer momina or afternoon. • B-Preconstruction meeting • B-Mechanical Rough In • B-Exterior Wall Sheathing • B-Roof Sheathing • B-Framing • B-WallInsulation/Caulk • B-Insulation/Energy • &Building Final • B-Other `0c, 199� BUILDING PERMIT APPLICATION Development Services Building Division 121 5th Ave N / Edmonds, WA 98020 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: http://www.edmondswa.gov/ JOB SITE INFORMATION/LOCATION: (Where the work is taking place) Job site Address: 18140 84th Ave W Edmond WA Parcel: 00596000001200 Lot /Unit/Suite #: Subdivision: PROPERTY OWNER: Name: Merril and Kelly Garth Mailing Address: City/State/Zip: 18140 84th Ave W Edmond WA 98026 Phone #: 425-269-8033 Email: garth.merrill@gmail.com OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? ❑ Yes ,a 0 1 own, reside in, or will reside in the completed structure. This installation is being made on property that I own which is not intended for sale, lease, rent, or exchange according to RCW 18.27.090. Owner Signature: APPLICANT / CONTACT INFORMATION: Name of Applicant: Epsilon Construction LLC - Greg Gratias Mailing Address: 3510 Academy Dr SE City/State/Zip: Auhurn WA P8092 Phone #: 206-954-5000 E-mail: gagratias@gmail.com GENERAL CONTRACTOR: (If different from applicant) General Contractor: Ironside Construction LLC Mailing Address: 8214 145th DR SE City/State/Zip: Snohomish Phone #: 360-547-3135 E-mail: jesse@ironsidebuild.com WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE: IRONSCL837PK 10-12-19 CITY OF EDMONDS BUSINESS LICENSE #: NR-027132 Office Use Only TYPE OF PERMIT (Provide Details on Page ❑ Accessory Structure/ ❑ Addition Detached Garage ❑ Demolition ❑ Mechanical ❑ New Single Family / Duplex ❑ Plumbing ❑ Fire Sprinkler ❑ Remodel ❑ New Commercial/ Mixed Use ❑ Re -Roof ❑ Signs ❑ Tank ❑ Tenant Improvement DeOther Repair Remodel Permit fees are based on: The value of the work performed. Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the work indicated on this application. Valuation: f 2-2Q 000 PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION Basement sq ft: Finished ❑ Unfinished V 1st Floor, sq ft: 0 2nd Floor, sq ft: 0 Garage/Carport:, sq ft: 0 Deck/Covered Porch/Patio: 0 Other sq ft: 0 PROJECT The Garth Repair Project is a tree strike repair. Some roof framing of the residence damaged. The scope of the project is to, d orally Fepair affr,ete areas str� et �vl.,run uiia�.t�u c.�r�cca Auu�iTa�Clfi�Cf� as indicated in the attached Engineering Lett Repair to roof sheeting, roofing, and- maLl, interior areas affected by the damage. I certify 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: G G tics Signature: Date ''Zr r. GENERAL• DATA Occupancy Group(s): Occupant Load(s): Type(s) of Construction: Fire Sprinklers: Yes ❑ No ❑ WA STATE ENERGY CODE: If your project affects the building envelope, mechanical systems, and/or lighting, you must complete the appropriate WSEC forms. DEFERRED SUBMITTALS: All commercial building permits that will require associated plumbing, mechanical, fire sprinkler, and/or fire alarm permits are applied for separately. TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet EQUIPMENTMECHANICAL • BTUs Gas / Elec / Other Qty A/C Unit /Compressor Air Handler /VAV Boiler Dryer Duct Exhaust Fans Fireplace Furnace Heat Pump Unit Hydronic Heating Roof Top Unit (Provide eleva- tions if a Commercial Bldg) Other: COUNTSPLUMBING FIXTURE .. .. . Qty Qty Clothes Washer Tub/ Showers Dishwasher Backflow Device (RPBA, DCDA, AVB) Drinking Fountain Pressure Reduction/ Regulator Valve Floor Drain/Sink Refrigerator Water Supply Hose Bibs Water Heater - Tankless? Y or N Hydronic Heat Water Service Line Sinks Other: Toilets Other: CONNECTION COUNTS.. .. . BTUs Qty BTUs Qty A/C Unit Outdoor BBQ / Fire pit Boiler Stove/Range/Oven Dryer Water Heater Fireplace/ Insert Other: Furnace Other: COUNTSMEDICAL GAS, AIR VACUUM .. .. Qty Qty Carbon Dioxide Nitrous Oxide Helium Oxygen Medical Air Other: Medical - Surgical Vacuum Other: DEMOLITION Type of structure to be demolished: Square footage of structure to be demolished: AHERA Survey done? Y / N PSCAA Case #: Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ Fill in Place ❑ Fill Material: Removal ❑ Size of Tank (Gallons) Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ •.• Grading: Cut cubic yards Fill cubic yards Cut / Fill in Critical Area: Yes ❑ No ❑ GENERAL•• • APPLICATIONS: Applications are valid for a maximum of 1 year. ESLHA Applications, 2 years. LICENSING: All contractors and subcontractors are required to be licensed with Washington State Department of Labor & Industries and have a current City of Edmonds Business License. CITY OF EDMONDS DAVEEARLING MAYOR 121 5th AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • fax (425) 771-0221 www,edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT Inc. 1B913 May 2"d, 2019 RE: Anderson Window Install @ 18140 84th Ave W, Edmonds WA It has been determined by the Building Official Leif Bjorback that the windows being replaced under warranty do not require a permit. Anderson Windows may replace 2 windows like for like. All other remodel, tree strike repair are under separate permits and subject to the Stop Work Order currently in place. Kristin Johns Senior Permit Coordinator Incorporated August 11, 1890 • Sister Citv - Hekinan, Japan Classic Pest Control BBB- & INSULATION C L i A H. G A t t W. A I P O L D A 8 L Billing Customer Name Address City State Zip Phone Email 1 877-844--2847 www.classicinsulation.com info@classicinsulation.com 1404 Riverside Dr. Ste. C Mount Vernon, WA 98273 Service Address Name Josh Keller Address 18140 84th Ave W City State Zip Edmonds 98026 Phone 253-219-4502 Email ATTIC Approx. sq ft: 700 Centers: 24 Access: F Int. 1Ext. 1✓ Install baffles at eave vents . Total: As needed Included r Install batted insulation R: 49 At two open areas of attic 645 sq ft $ 1,245.00 • Install R-21 batt insulation at 40 sq ft of attic knee wall insulation $ 50.00 • Install 4.5" Rigid Foam Board at vaulted ceiling 55 sq ft $ 255.00 • Install R-15 batt insulation at 310 sq ft of exterior wall $ 350.00 • Option - Top of to R-49 at remaining 980 sq ft $1275.00 Option - Blow in to R-49 at two missing areas 645 sq ft instead of R-49 batt $830.00 Attic Section Subtotal: $ 1,900.00 RODENT CONTROL AND ADDITIONAL ITEMS TERMS AND CONDITIONS • 5 year Exclusion Warranty on all openings sealed by Classic Pest Control, excluding shake & Ile roofs, and openings sealed in soil. • Exclusion work warranty applies to openings sealed, not insulation materials installed nor rodent activity or damage. • Exclusion work discovered, recommended, estimated by Classic Pest Control, but completed by another person or company voids all warranties. • All Exclusion Warranty plans are subject to service charge to re -inspect structure to determine if our exclusion work has been breached. If our exclusion work has been breached, service charge will be waived and openings will be re -sealed at no charge. • Mice are not covered under warranties. • Payment due in full at time of service. Unpaid fees past due 30 days default to collection and service property will be subject to lien rights. 2% late fee assessed per day on past due balances. Estimate valid for 30 days. PAYMENTTERMS Sub Total $ 1,900.00 Payment Type: #: Expiration Date: I hereby agree to the terms and conditions and the work to be performed as outlined in this proposal: Tax $ 195.70 Agreed by: Date: Jan 16, 2019 Total $ 2,095.70 Authorized Representative: Todd Jenkins 360-661-3855 Date: Jan 16, 2019 ToW atte N/A insulation Contractor Registration # CLASSPC908QK Licensed, Bonded, and insured E C E— Lp rEzP .of 1 �'T -I, T T,. MAY 0 t 2;-,ii BUILDING Zsa' Area of Damage Rockery Narrative: • The Garth Tree Strike Repair project • Some roof framing of the residence was damged • The Scope of project is to repair affected areas structurally as indicated in attached Engineering Letter • Repair roof sheeting, roofing, interior areas affected by the damge. Scale: 1"=20' 00 C k Garth Tree Strike Repair Proiect Owner: Garth, Merril and Kelly Address; 18140 84th Ave W, Edmond Wa, 98026 Parcel: 00596000001200 Legal: TER MAR BILK 000 D-00 - TRACr A Contractor Contact: Ironside Construction lic, Jesse 253-508-6513 V v L 10 O Y T j i 20 F o T E W Y p C N ro 0 SHEET 0V4 —REV— ❑ MAY 0 2 1019 �, gyp CCII-P YBUILDING 1 /31 THELANDDEVELOPEWS ENGINEERED SOLUTION adivision gfTHE LAND DEVELOPER, LLC • BECAUSE RESULTS MATTER - February 12, 2019 Greg A. Gratias President Epsilon Construction, LLC 3510 Academy Drive SE Auburn, WA 98092 Re: Garth, Merril & Kelly Structural Inspection Letter as a result of fallen tree Damage Site Address: 18140 84th Avenue West, Edmonds, WA 98026 Dear Mr. Gratias: On January 10, 2019, 1 performed a site visit to the above referenced residence to inspect damage caused by a fallen tree. This tree broke some trusses and a few cmu blocks from the retaining wall adjacent to the home. My observations and recommendations are as follows. I have also attached pictures for reference. ROOF OBSERVATIONS: The girder truss and a number of jack trusses including roofing and sheathing were damaged. RETAINING WALL OBSERVATIONS: There appears to be damage to a few of the segmental block walls. No other damage appears to have occurred. 13LpZo;qoxs04?5 RECEova) MAY 0 Z 2099 BUILDING PO Box 4420, Tumwater, WA, 98501 • ,(360) 250-3973 • email: erik@thelanddeveloper.com s 2/31 Re: Garth, Merril & Kelly Structural Inspection Letter as a result of fallen tree Damage Site Address: 18140 84th Avenue West, Edmonds, WA 98026 February 12, 2019 Page 2 RECOMMENDATIONS: It is my opinion the following repairs should be made. 1. The few CMU blocks for the retaining wall should be replaced. 2. The main girder truss should either be replaced or the truss should be repaired as shown in the attached sketch. 3. Replace all damaged jack trusses and roof sheathing and roofing material. 4. Replace damaged deck parts as needed. Please feel free to give me a call if you have any questions. Sincerely, The Land Developer, LLC L-Z':Z� Erik B. Ainsworth, PE President NA .A` 3828Q PO Box 4420, Tumwater, WA, 98501 • (360) 250-3973 • email: erik@thelanddeveloper.com 3/31 Re: Garth, Merril & Kelly Structural Inspection Letter as a result of fallen tree Damage Site Address: 18140 84th Avenue West, Edmonds, WA 98026 February 12, 2019 Page 3 PO Box 4420, Tumwater, WA, 98501 • (360) 250-3973 • email: erik@thelanddeveloper.com 4/31 Re: Garth, Merril & Kelly Structural Inspection Letter as a result of fallen tree Damage Site Address: 18140 84th Avenue West, Edmonds, WA 98026 February 12, 2019 Page 4 PO Box 4420, Tumwater, WA, 98501 • (360) 250-3973 • email: erik@thelanddeveloper.com 5/31 Re: Garth, Merril & Kelly Structural Inspection Letter as a result of fallen tree Damage Site Address: 18140 84th Avenue West, Edmonds, WA 98026 February 12, 2019 Page 5 PO Box 4420, Tumwater, WA, 98501 • (360) 250-3973 • email: erikgthelanddeveloger.com 6/31 Re: Garth, Merril & Kelly Structural Inspection Letter as a result of fallen tree Damage Site Address 18140 84th Avenue West, Edmonds, WA 98026 February 12, 2019 Page 5 Si Dc /v A-tt_ 57- `- A S ,1 n (r 57Pk56 7a;E> <, (27 (,- I/Y C7 I Oc( �5,4 L-) PO Box 4420, Tumwater, WA, 98501 • (360) 250-3973 • email: erik@thelanddeveloper com t 7/31 G1'-1 THE LAND DEVELOPER. LLC, ESA Feb 12, 2019; 12.41 PM Load Case: Di IES VisualAnalysis 12.00.0020 2 9-_ If 3 ram- eAj D e�* 5-1pe t pi 1 L'F- J/y 13� P�� r,✓ > ;�,.fa ref go, (-7)1 W F,4 �l D 5IP46 8/31 OM 9/31 GT-1 THE LAND DEVELOPER, LLC, EBA Feb 12, 2019;12:56 PM Design View, Unity Checks IE6 VisualAnalysis 12.00.0020 1103) Ungrouped Failed Warning ............. 0.000 0250 0.500 0.751 1.001 10/31 GT-1 s THE LOD Feb 12, DEVELOPEf2, 2019; 12:41 PM LLC, EBA l I f Load Case: IES wsuaEAnalysis ;Di i 12:00.OD20---- I ` { s aaa s ' BMXq 5 t ImXODS �- � lsect�angle- 3.5 —.5'x -_ 3-NOORecWnsg0�le 3.5x 3 -�� NSS 15* S mSmXO02 B(mX003 SS_ Bm4 x _ 001 SS3 N002 ISS3x6 N003 1,SS3x6 1 N004 SSU6 N005 {� f I E (( r i 1 ++ Ijjji 11 /31 GT-1. THE LAND DEVELOPER, LLC, EBA Feb 12, 2019; 12:39 PM j Load Case: D ; I IES vsualAnaiysis 1200.0020 I 1 I � t i f � I 1 I I � Y-� i 0.. I 5 coN A ! 553x Bm1; SS3x .. Ir �. f I , 0 Ss�x BmX004.sS3x ._-.:. ectangle 3.5 x 3 N 'Y X BmX002 �..-.--.- 07 Rectangle 3.5 x 3 U �0 ` (n r.- ��yA X o SmX003 --... _ 1 ! SS I i 2 SS3x6 N033 SS3x6 N004 SS3z6 5 i I 4 3 � 1 f i t i I i � I i I i I , 1 i I , 12/31 GT-1 THE LAND DEVELOPER, LLC, EBA Feb 12, 2019;12:39 PM Load Case: S IES V§ualAnalysis 1200.0020 I G i I I i j 1 fftf f f! 1 _-N. I . 53xA SS3 � S BmX k = �� S BmX004 x Rectangle 3.5 x 3 N ` O SS x � � �4 � _BmX002_. _ 07 Rectangle 3.5 x 3 0---�0 r F ,j�A X r SS BmX003 _ _ _ 1 SS3 � 02 SS3x6 N0 3 SS3x6 1 1 N004 SS3x6 05 i f f j t i , i { I I 1 I 1 i i i 13/31 v Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Project Settings Building Code Load Combinations: ASCE 7-10 ASD Deflection Checks Vertical Direction: Y, Ground Elevation = 0.00 ft Occupancy Category: II Seismic Data (For load combination generation): Spectral Acceleration (SDS) = 0.150 Seismic Design Category: A Overstrength Omega0:X=2.5, Z=2.5 Seismic Redundancy Rho: X=1, Z=1 Load Cases Load Case Design Checks Seismic Type Results 1 D -NA- -NA- Yes 20 S -NA- -NA- Yes 34 .6D+.7Di Allowable (ASD) -NA- Yes 35 D+.6H Allowable (ASD) -NA- Yes 36 D+.75 L+S Allowable (ASD) -NA- Yes 37 D+L Defl. 'Other -NA- Yes 38 D+S Defl. 'Other -NA- Yes 39 D+S Allowable (ASD) -NA- Yes 40 Snow Defl. 'W or S' -NA- Yes Page 1 VisualAnalysis 12.00.0020 (www.iesweb.com) 14/31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Beam Report: BmX001 Member Details Member Properties Length 7.875 ft Shape SS3x6 Material Douglas Fir -Larch Weight 23.389 lb Framing Beam Beta 0 de Connections Start End Node N001 N002 Location (0, 0, Oft) (7.875, 0, 0 ft) Support Fixed Fix Y Only Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Axial -1145.777 lb D+S My 0.000 lb-ft -NA- Mz -167.542 lb-ft D+S Vy -40.684 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Contromna uesian CnecKs Extreme Deflections (all cases Total Dy 0.010 in D+S Total Dz 0.000 in -NA- Beam Dy 0.010 in D+S Beam Dz 0.000 in -NA- Type Case Demand Capacity Unity Status Reference Strong Deflection Check Snow 0.006 in 0.263 in 0.02 OK IBC 1604.3.1 Combined Check D+S -NA- -NA- 0.12 OK 3.9-3 Axial Check D+S 11999.414 psf 245916.004 psf 0.05 OK 3.6.3 Strong Flexure Check D+S -22969.928 psf 189975.772 psf 0.12 OK 3.3-1 Strong Shear Check D+S -639.102 psf 29808.001 psf 0.02 OK 3.4-2 Page 2 Visua/Analysis 12.00.0020 (www.iesweb.com) 15/31 J l Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Beam Report: BmX002 Member Details Member Properties Length 5.875 ft Shape SS3x6 Material Douglas Fir -Larch Weight 17.449 lb Framing Beam Beta 0 de Connections Start End Node N002 N003 Location (7.875, 0, Oft) (13.75, 0, 0 ft) Support Fix Y Only Free Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Extreme Deflections all cases Axial -2377.887 lb D+S Total Dy -0.088 in D+S My 0.000 lb-ft -NA- Total Dz 0.000 in -NA- Mz -167.542 lb-ft D+S Beam Dy 0.004 in D+S Vy 58.399 lb D+S Beam Dz 0.000 in -NA- Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Desian Checks Type Case Demand Capacity Unity Status Reference Strong Deflection Check Snow 0.002 in 0.196 in 0.01 OK IBC 1604.3.1 Combined Check D+S -NA- -NA- 0.13 OK 3.9-3 Axial Check D+S 24902.963 psf 245916.004 psf 0.10 OK 3.6.3 Strong Flexure Check D+S -22969.928 psf 191050.666 psf 0.12 OK 3.3-1 Strong Shear Check D+S 917.393 psf 29808.001 psf 0.03 OK 3.4-2 Page 3 VisualAnalysis 12.00.0020 (www.iesweb.com) 16/31 r Project:o- GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Beam Report: BmX003 Member Details Member Properties Length 5.880 ft Shape SS3x6 Material Douglas Fir -Larch Weight 17.464 lb Framing Beam Beta 0 de Connections Start End Node N003 N004 Location (13.75, 0, 0 ft) (19.63, 0, 0 ft) Support Free Free Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Axial 992.159 lb D+S My 0.000 lb-ft -NA- Mz 124.295 lb-ft D+S Vy -20.688 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Desian Checks Extreme Deflections fall cases Total Dy -0.107 in D+S Total Dz 0.000 in -NA- Beam Dy -0.013 in D+S Beam Dz 0.000 in -NA- Type Case Demand Capacity Unity Status Reference Strong Deflection Check Snow -0.007 in 0.196 in 0.04 OK IBC 1604.3.1 Combined Check D+S -NA- -NA- 0.17 OK 3.9-1 Axial Check D+S 10390.613 psf 123785.997 psf 0.08 OK 3.8.1 Strong Flexure Check D+S 17040.803 psf 193733.234 psf 0.09 OK 3.3-1 Strong Shear Check D+S -324.993 psf 29808.001 psf 0.01 OK 3.4-2 Page 4 VisualAnalysis 12.00.0020 (www.iesweb.com) 17/31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Beam Report: BmX004 Member Details Member Properties Length 7.870 ft Shape SS3x6 Material Douglas Fir -Larch Weight 23.374 lb Framing Beam Beta 0 de Connections Start End Node N004 N005 Location (19.63, 0, Oft) (27.50, 0, 0 ft) Support Free Other Fix Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Extreme Deflections all cases Axial 2180.329 lb D+S Total Dy -0.098 in D+S My 0.000 lb-ft -NA- Total Dz 0.000 in -NA- Mz 57.909 lb-ft D+S Beam Dy -0.011 in D+S Vy -18.547 lb D+S Beam Dz 0.000 in -NA- Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Desian Checks Type Case Demand Capacity Unity Status Reference Strong Deflection Check D+S -0.011 in 0.525 in 0.02 OK IBC 1604.3.1 Combined Check D+S -NA- -NA- 0.23 OK 3.9-1 Axial Check D+S 22833.988 psf 123785.997 psf 0.18 OK 3.8.1 Strong Flexure Check D+S 7939.347 psf 193733.234 psf 0.04 OK 3.3-1 Strong Shear Check D+S -291.362 psf 29808.001 psf 0.01 OK 3.4-2 Page 5 Visua/Analysis 12.00.0020 (www.iesweb.com) 18/31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Beam Report: BmX005 Member Details Member Properties Length 5.875 ft Shape Rectangle 3.5 x 3 Material Douglas Fir -Larch Weight 13.325 lb Framing Beam Beta 0 de Connections Start End Node N006 N007 Location (7.875, 3, Oft) (13.75, 3, 0 ft) Support Free Free Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Extreme Deflections all cases Axial -2064.580 lb D+S Total Dy -0.169 in D+S My 0.000 lb-ft -NA- Total Dz 0.000 in -NA- Mz -733.051 lb-ft D+S Beam Dy -0.122 in D+S Vy -645.499 lb D+S Beam Dz 0.000 in -NA- Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controlling Desian Checks Type Case Demand Capacity Unity Status Reference Strong Deflection Check Snow -0.069 in 0.196 in 0.35 OK IBC 1604.3.1 Combined Check D+S -NA- -NA- 0.94 OK 3.9-3 Axial Check D+S 28314.240 psf 257094.005 psf 0.11 OK 3.6.3 Strong Flexure Check D+S -206810.168 psf 222212.852 psf 0.93 OK 3.3-1 Strong Shear Check D+S -13278.845 psf 29808.001 psf 0.45 OK 3.4-2 Page 6 VisualAnalysis 12.00.0020 (www.iesweb.com) 19/31 Project: GTA EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Beam Report: BmX006 Member Details Member Properties Length 5.880 ft Shape Rectangle 3.5 x 3 Material Douglas Fir -Larch Weight 13.336 lb Framing Beam Beta 0 de Connections Start End Node N007 N008 Location (13.75, 3, 0 ft) (19.63, 3, 0 ft) Support Free Free Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Axial -2064.580lb D+S My 0.000 lb-ft -NA- Mz -733.051lb-ft D+S Vy 645.836lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Desian Checks Extreme Deflections (all cases Total Dy -0.217 in D+S Total Dz 0.000 in -NA- Beam Dy -0.122 in D+S Beam Dz 0.000 in -NA- Type Case Demand Capacity Unity Status Reference Strong Deflection Check Snow -0.069 in 0.196 in 0.35 OK IBC 1604.3.1 Combined Check D+S -NA- -NA- 0.94 OK 3.9-3 Axial Check D+S 28314.240 psf 257094.005 psf 0.11 OK 3.6.3 Strong Flexure Check D+S -206810.168 psf 222211.689 psf 0.93 OK 3.3-1 Strong Shear Check D+S 13285.779 psf 29808.001 psf 0.45 OK 3.4-2 Page 7 VisualAnalysis 12.00:0020 (www.iesweb.com) 20/31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Column Report: COL001 Member Details Member Properties Length 3.000 ft Shape SS2x4 Material Douglas Fir -Larch Weight 3.402 lb Framing Column Beta 0 de Connections Start End Node N002 N006 Location (7.875, 0, 0 ft) (7.875, 3, 0 ft) Support Fix Y Only Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Extreme Drift all cases Axial -2503.839 lb D+S Drift Dy 0.011 in D+S My 0.000 lb-ft -NA- Drift Dz 0.000 in -NA- Mz -0.000 lb-ft D+S Vy -0.000 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controlling Design Checks Type Case Demand Capacity Unity Status Reference Axial Check D+S 68676.733 psf 104775.567 psf 0.66 OK 3.6.3 Page 8 VisualAnalysis 12.00.0020 (www.iesweb.com) 21 /31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Column Report: COL002 Member Details Member Properties Length 3.000 ft Shape SS3x4 Material Douglas Fir -Larch Weight 5.670 lb Framing Column Beta 0 de Connections Start End Node N003 N007 Location (13.75, 0, Oft) (13.75, 3, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Extreme Drift all cases Axial -1297.006 lb D+S Drift Dy 0.010 in D+S My 0.000 lb-ft -NA- Drift Dz 0.000 in -NA- Mz -0.000 lb-ft D+S Vy -0.000 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Design Checks Case Demand Page 9 VisualAnalysis 12.00.0020 (www.iesweb.com) 22/31 y Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Column Report: COL003 Member Details Member Pro erties Connections Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Length 3.000 ft Shape SS3x4 Material Douglas Fir -Larch Weight 5.670 lb Framing Column Beta 0 de Start End Node N004 N008 Location (19.63, 0, 0 ft) (19.63, 3, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Extreme Forces Extreme Drift all cases Axial 488.088 lb D+S Drift Dy 0.002 in D+S My 0.000 lb-ft -NA- Drift Dz 0.000 in -NA- Mz 0.000 lb-ft D+S Vy 0.000 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controlling Design Checks Type Case Demand Capacity Unit Status Reference Axial Check D+S 8032.533 psf 142829.997 psf 0.06 OK 3.8.1 Page 10 VisualAnalysis 12.00.0020 (www.iesweb.com) 23/31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Bracing Report: V001-1 Member Details Member Properties Length 4.214 ft Shape SS3x4 Material Douglas Fir -Larch Weight 7.964 lb Framing Bracing Beta 0 de Connections Start End Node N001 N010 Location (0, 0, 0 ft) (3.938, 1.500, 0 ft) Support Fixed Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Extreme Displacements Axial -498.005lb D+S Dx -0.001 in D+S My 0.000 lb-ft -NA- Dy -0.034 in D+S Mz -372.952 lb-ft D+S Dz 0.000 in -NA- VY -436.765lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Desian Checks Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA- -NA- 0.58 OK 3.9-3 Axial Check D+S 8195.744 psf 136754.549 psf 0.06 OK 3.6.3 Strong Flexure Check D+S -126265.715 psf 222112.431 psf 0.57 OK 3.3-1 Strong Shear Check D+S -10781.852 psf 29808.001 psf 0.36 OK 3.4-2 Page 11 VisualAnalysis 12.00.0020 (www.iesweb.com) 24/31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Bracing Report: V001-2 Member Details Member Properties Length 4.214 ft Shape SS3x4 Material Douglas Fir -Larch Weight 7.964 lb Framing Bracing Beta 0 de Connections Start End Node N010 N006 Location (3.938, 1.500, Oft) (7.875, 3, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Axial 1018.378lb D+S My 0.000lb-ft -NA- Mz -372.952lb-ft D+S Vy 436.765lb D+S Vz 0.000lb -NA- Torsion 0.000lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Desian Checks Extreme Displacements Dx 0.002 in D+S Dy -0.041 in D+S Dz 0.000 in -NA- Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA- -NA- 0.65 OK 3.9-1 Axial Check D+S 16759.597 psf 142829.997 psf 0.12 OK 3.8.1 Strong Flexure Check D+S -126265.715 psf 222112.431 psf 0.57 OK 3.3-1 Strong Shear Check D+S 10781.852 psf 29808.001 psf 0.36 OK 3.4-2 Page 12 VisualAnalysis 12.00.0020 (www.iesweb.com) 25/31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Bracing Report: V002 Member Details Member Properties Length 6.601 ft Shape SS3x4 Material Douglas Fir -Larch Weight 12.476 lb Framing Bracing Beta 0 de Connections Start End Node N003 N008 Location (13.75, 0, 0 ft) (19.63, 3, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Axial -503.834 lb D+S My 0.000 lb-ft -NA- Mz 9.170 lb-ft D Vy -5.557 lb D Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Desian Checks Extreme Displacements Dx -0.054 in I-NA- Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA- -NA- 0.12 OK 3.9-4 Axial Check D+S 8291.660 psf 64121.711 psf 0.13 OK 3.6.3 Strong Flexure Check D+.6H 3104.545 psf 173600.351 psf 0.02 OK 3.3-1 Strong Shear Check D+.6H -137.169 psf 23328.001 psf 0.01 OK 3.4-2 Page 13 VisualAnalysis 12.00.0020 (www.iesweb.com) 26/31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Bracing Report: V003 Member Details Member Properties Length 6.597 ft Shape SS3x4 Material Douglas Fir -Larch Weight 12.468 lb Framing Bracing Beta 0 de Connections Start End Node N006 N003 Location (7.875, 3, 0 ft) (13.75, 0, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Extreme Displacements Axial 3285.744 lb D+S Dx 0.029 in D+S My 0.000 lb-ft -NA- Dy -0.084 in D+S Mz 9.156 lb-ft D Dz 0.000 in -NA- Vy 5.552 lb D Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD JI5-1114 ts] I I IiTo ■ 51*1L.Itlklu i 'C� Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA- -NA- 0.39 OK 3.9-1 Axial Check D+S 54073.957 psf 142829.997 psf 0.38 OK 3.8.1 Strong Flexure Check D+.6H 3099.812 psf 173601.316 psf 0.02 OK 3.3-1 Strong Shear Check D+.6H 137.052 psf 23328.001 psf 0.01 OK 3.4-2 Page 14 Visua/Analysis 12.00.0020 (www.iesweb.com) 27/31 A Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Bracing Report: V004-1 Member Details Member Properties Length 4.211 ft Shape SS3x4 Material Douglas Fir -Larch Weight 7.959 lb Framing Bracing Beta 0 de Connections Start End Node N008 N009 Location (19.63, 3, Oft) (23.56, 1.500, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Extreme Displacements Axial -2847.709 lb D+S Dx 0.024 in D+S My 0.000 lb-ft -NA- Dy -0.133 in D+S Mz -308.795 lb-ft D+S Dz 0.000 in -NA- VY -421.358lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Desian Checks Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA- -NA- 0.67 OK 3.9-3 Axial Check D+S 46865.159 psf 136863.242 psf 0.34 OK 3.6.3 Strong Flexure Check D+S -104545.078 psf 222113.225 psf 0.47 OK 3.3-1 Strong Shear Check D+S -10401.527 psf 29808.001 psf 0.35 OK 3.4-2 Page 15 Visua/Analysis 12.00.0020 (www.iesweb.com) 28/31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Bracing Report: V004-2 Member Details Member Properties Connections Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Length 4.211 ft Shape SS3x4 Material Douglas Fir -Larch Weight 7.959 lb Framing Bracing Beta 0 de Start End Node N009 N005 Location (23.56, 1.500, 0 ft) (27.50, 0, 0 ft) Support Free Other Fix End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Axial -4063.3741b D+S My 0.000Ib-ft -NA- Mz -308.7951b-ft D+S Vy 421.3581b D+S Vz 0.000Ib -NA- Torsion 0.000Ib-ft -NA- Wood Design per NDS 2012 ASD Controllina Desian Checks Extreme Displacements Dx 0.014 in D+S Dy -0.089 in D+S Dz 0.000 in -NA- Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA- -NA- 0.79 OK 3.9-3 Axial Check D+S 66871.529 psf 136863.242 psf 0.49 OK 3.6.3 Strong Flexure Check D+S -104545.078 psf 222113.225 psf 0.47 OK 3.3-1 Strong Shear Check D+S 10401.527 psf 29808.001 psf 0.35 OK 3.4-2 Page 16 VisualAnalysis 12.00.0020 (www.iesweb.com) 29/31 Project:�GTA EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Bracing Report: V005 Member Details Member Properties Length 4.211 ft Shape SS3x4 Material Douglas Fir -Larch Weight 7.959 lb Framing Bracing Beta 0 de Connections Start End Node N004 N009 Location (19.63, 0, 0 ft) (23.56, 1.500, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Extreme Displacements Axial -1272.986 lb D+S Dx -0.048 in D+S My 0.000 lb-ft -NA- Dy -0.088 in D+S Mz 3.915 lb-ft D Dz 0.000 in -NA- VY 3.719 lb D Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Desian Checks Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA- -NA- 0.12 OK 3.9-4 Axial Check D+S 20949.713 psf 136863.242 psf 0.15 OK 3.6.3 Strong Flexure Check D+.6H 1325.427 psf 174095.499 psf 0.01 OK 3.3-1 Strong Shear Check D+.6H 91.796 psf 23328.001 psf 0.00 OK 3.4-2 Page 17 VisualAnalysis 12,00.0020 (www.iesweb.com) 30/31 ProjecCGT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 G:\Structural Jobs\2019\19-005 Edmonds insp\ Wood Bracing Report: V006 Member Details Member Properties Length 4.214 ft Shape SS3x4 Material Douglas Fir -Larch Weight 7.964 lb Framing Bracing Beta 0 de Connections Start End Node N002 N010 Location (7.875, 0, 0 ft) (3.938, 1.500, 0 ft) Support Fix Y Only Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Extreme Forces Axial -1319.904lb D+S My 0.000lb-ft -NA- Mz 3.920lb-ft D Vy 3.721 lb D Vz 0.000lb -NA- Torsion 0.000lb-ft -NA- Wood Design per NDS 2012 ASD Controllina Desiian Checks Extreme Displacements Dx 0.005 in D+S Dy -0.003 in D+S Dz 0.000 in -NA- Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA- -NA- 0.13 OK 3.9-4 Axial Check D+S 21721.854 psf 136754.549 psf 0.16 OK 3.6.3 Strong Flexure Check D+.6H 1327.005 psf 174095.036 psf 0.01 OK 3.3-1 Strong Shear Check D+.6H 91.854 psf 23328.001 psf 0.00 OK 3.4-2 Page 18 VisualAnalysis 12.00.0020 (www.iesweb.com) 31/31 Project: GT-1 EBA, THE LAND DEVELOPER, LLC February 08, 2019 GAStructural Jobs\2019\19-005 Edmonds insp\ Beam Deflections Extreme Rows Only) Member Result Case Name Offset Length Dy Member Dy Total Dz Member Dz Total ft ft in in in in BmX001 D 0.000 7.875 0.000 -0.000 0.000 0.000 BmX001 D+S 5.906 7.875 0.010 0.010 0.000 0.000 BmX006 D+S 2.940 5.880 -0.118 -0.213 0.000 0.000 Nodal Supports Node Fix DX Fix DY Fix DZ Fix RX Fix RY Fix RZ N001 Yes Yes Yes Yes Yes Yes N002 No Yes No No No No N005 Yes Yes Yes No Yes No Nodal Reactions (Extreme Rows Only) Node Result Case Name FX FY FZ MX MY MZ lb lb lb lb-ft lb-ft lb-ft N001 .6D+.7Di 409.177 107.437 0.000 0.000 0.000 -10.964 N001 D 681.962 179.061 0.000 0.000 0.000 -18.273 N001 D+S 1518.691 402.716 0.000 0.000 0.000 -60.748 N002 D -NA- 1387.733 -NA- -NA- -NA- -NA- N002 D+S -NA- 3076.279 -NA- -NA- -NA- -NA- N005 D+S -1518.691 1722.579 0.000 -NA- 0.000 -NA- Page 19 Visua/Analysis 12.00.0020 (www.iesweb.com) Vacinity Map NOTES caRlromaa cadre and Min eaala: 2.151ntema[lonal Resdential Cale IRC 2015 Washington State Energy Code WSEC 20151Mematleasi Merherlealeode Imc DESIGN FACTORS Design wind speed Risk Category II Buildings 110 mph- 3 second gust Risk Categories I, II, D N-are, Risk Category F191res, Chapter 16 of the International Building Code Ground snow Load 25W (snow drift re, ASCE 7-10) Rain as Snow Spar added to flat roots Surcharge per (ASCE7-10, Seer. 7.10) Seisnic Design Category D (D2 Residential) Rainfall 1"/hr (UPC Table D101.1) Frost Llne Depth 12" Soil Bearing Capacty 1,000 psf on the rallayfto, 1,500 par on the hillside Unless a Geotech Report Is provided pee Table1806.2) Energy WSEC *R401.3 -Energy Certificate Builder must Post a permanent Certificate on site containing relevant insulation and other requirements per IRC/WSEC R401.3 R402 - Building Thermal Envelope R402.1.1- Insulation and Fenestration Criteria Climate Zone = 4C - King County Attic/Roof/Vault R-49/11-38 Exterior Wall R-21(2x6 Framing) Exterior Wall (Exisldng) R-15 (2x4 Framing) Rim Joists R-21 Headers R-10 Floors over unconditioned space R-30 (do not compress) Access Hatches and Doors Same as Space Accessing HVAC Ducts Outside Thermal Envelope R-8 min Ducts Under Slab or Below Grade R-10 min Hot Water Pipes R-4 Glazing U = .30 Max Doors U = .30 Max R402.1.5- Vapor retarders Provide a vapor retarder with a minimum one perm dry cup rating on interior (warm) side of ceilings, walls and moors that separate a heated from an unheated space. Vapor retarder shall be 6 Mil Polyethylene sheeting. PVA Paint having a permanence rating of one pens dry cup rating or less is acceptable. Attach polyethylene sheeting to the underside of ceiling joists and interior face of wall studs by applying continuous bead of sealant to each joist or stud. Install polyethylene is continuous sheets as much as possible, access ceiling and wall. Where laps do occur, the laps shall be 6" minimum and sealed with tape or sealant. Continuously seal bottom and top edges to wall and ceiling terminations. Seal vapor retarder to any conduit, boxes, piping or other items within the ceiling and wall system, repair any tears or penetrations of vapor retarder with approved tape prior to installation of drywall. R402.4 - Air Leakage R402.4.1.1 - Air Barrier Installation General - A continuous air barrier shall be installed in the building envelope per 402.4.1.1 Table. Sealed by, caulked, gasketed, or weather-stripped to minimize air leakage. Ceiang/Attic - Align soffit or dropped ceiling with insulation and seal any gaps. Seal any access to unconditioned spaces, attics access, drop down stairs, knee walls Walls - Seal all Sill Plate, top plate, knee walls Windows, Skylights, Doors - Seal all spaces between framing and windows, doors, skylights Rim Joist - Include rim joist in the air barrier Floors - Install air barrier at any exposed edge of insulation Crawl Space Walls - Provide a minimum 10 MIL thick black polyethylene sheet or similar class 1 with a vapor retarder with a 0.1 pewit or less rating in accordance with astm E 96. The vapor retarder shall be placed over the exposed earth in the crawl space. Lap Joints shall be 12" and sealed and shall extend up vertical surfaces 6" minimum and be sealed to the foundation walls. Shafts, Penetrations - Seal all Duct shafts, Utility penetrations, flue shafts, openings to unconditioned space Garage Separations - Seal between garage and conditioned spaces Recessed Lighting - Seal all drywall penetrating recessed fixtures to drywall Show/Tub on exterior wall - Provide air barrier separating shower and tubs from exterior ElectricaOPhe ne box on exterior wall - Provide air barrier or air sealed boxes for boxes on all exterior walls HVAC registrar boots - Boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall Concealed Sprinklers - When required seal shall meet manufactures recommendation R402.4.1.2 - Air Leakage Testing. The unit shall be tested for air leakage per R402.4.1 - R402.4.4 and the written results shall be provided. R402.4.2 -Fireplaces. Fireplaces should have tight fitting doors and shall be UL listed. R402.4.3 -Air Leakage of Fenestration - Windows Skylights and sliding glass door shall have no more than a .3CFM/sgft and swinging door no more than .SCFM/rgft. R402.4.4 - Combustion Air Openings - Locate outside of thermal envelope and insulate air duct where it passes through conditioned space to R-8 . R402.4.5 - Recessed Lighting - Lighting shall be type IC and certified under ASTME283 air leakage rate not more than 2.00FM and labeled tested at 1.57PSF. R402.5 - Maximum Fenestration U-Factor shall be .48 Vertical and .75 for Skylights Note: See Energy Credit Table for designed U-Factors typ .30 vertical and .50 skylight max R403 - Systems R403.1 - Controls -At least one thermostat shall be provided for each heating or cooling system R403.1.1 -Programmable Thermostat -When a forced air system is used at least one thermostat shall be programmable and meet other requirements. R403.3.1 - Insulate ducts outside envelope R-8, Within Ground or Slab R-10 below grade rated. R403.3.2 - Ceiling - Ducts, air handlers and filter boxes shall be sealed. R403.3.2.1- Sealed Air Handler R403'3.3 - Duct Testing -Altered and new HVAC Ducting shall be sealed in accordance with the energy code R403.3.4 - Ducts shall be tested for leakage in accordance with Washington State university standard duct testing RS-33. Ducts less than 40 linear feet do not require testing. R403'5 - Service Hot Water Systems - Hot water pipe insulation minimum R-3 R403.5.5 - Electric Water Heater Insulation - Place on R-10 Insulating Pad R403'6 - Mechanical Ventilation - Outside intakes or exhausted shall have automatic or gravity dampers that close when system is not operating, R403,6.1 - Whole House Mechanical Ventilation System. Range Hood 2.8cfm/watt, Inline Fan 2.8cfmAvatt, bathlutility 1.4cfm/waft <90cfm 2.8cfm/watt R403.7 - Equipment Sizing and efficiency ratings - meet sizing and efficiency standards See Equipment Sizina Worksheet Summary R404 - Electrical power and lighting system - R404'1 - A minimum of 75% of lamps shall be high efficacy lamps. R404.I.I - Fuel Gas system shall not have continuous burning pilot lights R406.1 - Energy Credits - Worksheet Summary See Worksheet Summary Under -Floor Space Ventilation R408.1 The minimum net area of ventilation openings through foundation walls or exterior walls: 1. Uncovered Ground Surface - min 1 square foot net opening for each 150 square feet of under -Floor space 2. Class 1 vapor retarder covering ground surface - min 1 square foot net opening for each 1500 square feet of under -floor space abc smak.onHma Qso Snake petelars stall ear" to regulremmts oIIRC again^ Pa. aM In. MknwgstlmMi¢Non. -Snrokeaetenassru,noaNwl a, WlNlrg ek IOl system aM s11aI1 he Nhmnna'mllnsMamannxlM1at MeaYlvmbnormeaNrmw111 anf2teallor .1earnIn Ne Uhl. Imh -AlamssNll mmpM wM UL 21J -Alamashall be IrsffiI:a11n aaaaan¢ MM NFPA I2aM ManuMa:Wssam'nrretlatMs Smoke rsrso xs shall M Insbllai a as kl x k¢Nons -In.. twlman -htheinmelateyklnnya,hi osaralmam nnrwae¢rM mnwMe alarms a®rdan¢—y:e IRCsereblIn15 darts—nenseloth Lu.M arq� mane -onwreum¢moilmunnm.Ide/anwkealamamzlimmpgw U 2L�3ar aM�ULi7 -alamnshall to-1 tl We as non hehellm h memIk xI—o,e -h are mnx:daa vkIrry—e— telmwn an ®mtwor orme wmhg I� }/l e��l ✓sTvor_M1�-k 1GV�G--�: oils p ,-ka'}- 671E a,1� 6a�ej �t2, z0 i l lye on 5t�e-' (.r'�•` APPTo.xal101�,� u-!k Obtain Electrical Permit from State Labor & Indostries City of gdmoshOddingDepain le®t i PROVED PLAN,-,' ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE � i• u r ■ wL. � 4 "�9 y, r .new txna= e«tFA Y r}'y4.y., sentnwesr r, DnrntY ro:t p gtttMkwew 05 a:,,nuKNe+'t)I - B1erw . � u i cat`°"a'a a rwwga. ; � �IBtaD Rant AvrmwYleer tnruarvsw 3 uJA.w + i a a 6 3 $ e Y .it Unit wa.»a sea0a xw a reaA to ao ^allot!;, rvk,•'.''jV I v as te.eaa. �eenwm rrc ualnest� Narrative: • The Garth Tree Strike Repair project • The West roof framing of the residence was damged • The Scope of project is to repair affected areas structurally as indicated in attached Engineering Letter • Repair roof sheeting, roofing, interior areas affected by the damge. Garth, Merril and Kelly - Tree strike Parcel: 00596000001200 Parcel Owner: Garth, Merril and Kelly Site Address: 18140 84th Ave W, Edmond Wa, 98026 Legal: TER MAR BLK 000 D-00 - TRACT A Contractor Contact: Ironsides, Jesse 253-508-6513 SHEET INDEX Aft: Site Plan Al: Narrative, Site Plan, Vacinity Map, Legal Description, Notes A2: Main Level A3: Second Level A4: Elevations CITY OF EDMONDS BUILDING DEPARTMENT WORK SS Thee CS�izt ke. ��'Pa' ADDRE1 O RL�a y OWNER (st�QTJj APPROVED DATE: / BLDG. OFFICIAL: PERMIT NUMBER LQ apt 9-08g S i Finish Area Summary No Changein finished area - repair in kind NOTE: Unless otherwise noted on plans, this planset is prescriptive only. No representation is made that an engineer or any engineering calculations are included. If engineering has been included it will be accompanied by an engineering stamp on the sheet or accompanying calculation documentation. RECEIVED hiAY 0 [ 2 J BUILDING a as 4 O cD 45 41 G d' O O V L i rA eq � N t L ,t' N IA 0 0 _ as oyi V) W C and 0 Zu c 0 G. m 0 to rn r4 O tY OOi i N /o f— O C T 'fl rD N W a Y � = Q m N m 00 Z O 7 Q 0000 -SHEET 1 04 F- r-z-� CO FJ C Psi rr 0 ❑ ❑ ❑ (� A2-Floor plans - As guilt Epsilon Construction lic C = Design Engineering Coordination Permit Facility fTl Garth, Merril and Kelly - Tree Strike 3510 Academy Drive SE 0 FTl 18140 84th Ave W, Edmond Wa, 98026 � Aubum, WA 98092 - 206-954-5000 Area of Damage - Roof Framing Above- Chimney Not Damaged - See engineer notes RECEIVED MAY o � ac a BUILDING -SHEET V 4 Area of Damage - Roof Framing Above - Chimney Not Damaged - See engineer notes 2 North View Smle: 114"=1' Area of Damage - Roof Framing - Chimney Not Damaged - See engineer notes 1 South View 4 West View Scale: 1/4"=1' 3 East View Scale: n_ ,J...., N 00 O Y 01 'O �E 2110 ? W � � Q v � � ,A ti !4 000 SHEET 4 o� 4 RECEIVED MAY 0 2 20 <'