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BLD2019-0448111111111 -E�-kp i F, E-D " � A �00- RESIDENTIAL BLDG Permit City of Edmonds PERMIT NUMBEF4. 121 Sth Ave N, Edmonds WA 98020 BLD2019-0448:4 www.edmondswa.gov [42S.771.0220 Type: RESIDENTIAL BLDG Owner/ Business: NIRAN ABEDALLA Status: ISSUED Subtype: ADDITION Parcel No: 00401300000400 Site Address: 7815 202ND PL SW EDIVIONDS,WA 98026-6846 Applied: 4/23/2019 Subdivision: 004077, 004013 Lot: Issued: 3/3/2020 Fire Sprinklers: No Lot Area: 35 Zoning: RS-8 Final: Valuation: $65,926.00 Occupancy Type: Construction Type: Expiration Date: 3/3/2021 Code Edition: No. Stories: 0 # of Dwelling Units: 0 Issued by: NED Scope of Work: ABEDALLA- WORK STARTED PRIOR TO PERMIT REMODEL P&M INCL WA State Contractor L & I #:JORDAA*816j2 City of Edmonds Business License #: 602454996-001-0001 CONTACTS T- NAME TYPE NAME ADDRESS PHONE EMAIL 10951 SE 62ND ST, EDMONDS APPLICANT NIRAN ABEDALLA (425)931-6737 N:.RAN.ABEDALLA@YAHOO.COM WA 98026-6846 SOOO NE SlST ST, VANCOUVER CONTRACTOR JORDAN ALSHURAFA WA98661 (971)212-6428 JORDANALSHURAFA@GMAIL.COM OWNER NIRAN ABEDALLA 0951 SE 62ND ST, EDMONDS (425)931-6737 NIRAN.ABEDALLA@YAHOO.COM WA98026-6846 FEE INFORMATIO N DESCRIPTION ACCOUNT 61NIT PA 1 - BASE FEE FOR MECHANICAL 001.000.322.10.000.00 $40.00 $0.00 PERMITS 1 - BASE FEE FOR PLUMBING 001.000.322.10.000.00 $40.00 $0.00 PERMITS APPLIANCE VENTS 001.000.322.10.000.00 $10.00 $0.00 B-BUILDING PERMIT FEE 001.000.322.10.000.00 $862.00 B-BUILDING PLAN REVIEW FEE 001.000.34S.83.000.00 $468.00 $468.00 4/23/19 REC07610S B-STATE BUILDING CODE 001.000.237.150 $6.50 SURCHARGE BUILDING - ADDITIONAL REVIEW 001.000.345.83.000.00 $150.00 $0.00 HOURS FAN CONNECTED TO SINGLE DUCT 001.000.322.10.000.00 $10.00 $0.00 PERMIT FEE - RESIDENTIAL 001.000.322.10.000.00 $862.00 $0.00 PLUMBING FEE FOR WHICH NO FEE 001.000.322.10.000.00 $12.00 $0.00 IS INDICATED X-CREDIT CARD TRANSACTION FEE 001.000.341.43.100.00 $14.04 $14.04 4/23/19 REC076105 X-PHOTOCOPIES 001.000.341.81.000.00 1 $10.00 1 1 1 X-TECHNOLOGY FEE 001.000.321.99.100.00 $3S.00 I I I TOTALS: $2,S19.54 $482.04 CONDITIONS "'-0i -,777[1�e��' 'j:�,.CONDITICI �vy TUSK F "M Printed: Tuesday, March 03, 2020 2:26:14 PM 1 of 3 ESC REQUIRED FOR INFORMATION Maintain erosion & sediment control per city standards. 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 Hold Harmless 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. Final approval on a project or final occupancy approval must be granted by the Building Occupancy 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. Permit Disclaimer 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 from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of Sound/Noise 7:00am to 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. SPECIAL INSPECTION BUILDING FOR Special inspections have been called for on this project and are noted on the approved DIVISION INFCRIVIAT construction plans. It is the owner and or contractors responsibility to ensure that reports are provided to the City on a weekly basis. SPECIAL INSPECTION REPORTS FOR Submit all special inspection ireports to the City Building Official on a weekly basis. INFCRMATION INSPECTIONS COM PLEtE6 IP RESULT NOTES SEQlD_[ INSIDE ONTY E,1 —INSPECTOR DATE. B-3 EXT WALL SHEATHING B-3 GAS PIPING TEST B-3 MECH ROUGH IN B-3 PLUMB GROUND WK Ar IF B-3 PLUMB ROUGH IN B-3 ROOF SHEATHING B-3 UNDERFLR FRAMING B-4 DRYWALL FASTENING B-4 FRAMING B-5 INSULATION ENERGY B-2 SLAB INSULATION A-1 BUILDING PRECON Printed: Tuesday, March 03, 2020 2:26:14 PM 2 of 3 Printed: Tuesday, March 03, 2020 2:26:14 PM 3 of 3 "0 C. I V'9� 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: Rs� -Z,-;,4,n , a yv" 0, Parcel: Lot /Unit/Suite #: Subdivision: PROPERTY OWNER: Name: IN)\�-C'v\ MailingAddress: AibckS_k City/State/Zip: R'\Af (AJA eyc_)Q�4 Phone #: LA.7 5-- Email: VN OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? I__/3yes El No I own, reside in, or will reside in the completed structure. This installation is being made on property that I own which is not int d edforsak, ase, rent, pr exchfge according to RCW T27,090. Owner Signatu APPLICANT / CONTACT INFORMATION: Name of Applicant: MailingAddress: City/State/Zip: Phone #: E-mail: GENERAL CONTRACTOR: (if different from applicant) General Contractor:_T(5a_0 pr� N� �,��UjtAFA Mailing Address: :5 0 0 0 /�j 1 T City/State/Zip: V14111 L-QV— a 6,A4 98(-(,P If Phone #: q :1 k - ez- 17 - to 'I 'Z_ V E-mail: 112�tWA^4 AAA6,161P-PA6 6MAIL- - Cc—'-\ � f WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE: 7 CITY OF EDMONDS BUSINESS LICENSE #: Office Use Only Permit #: B LD 2 019 - 0 TYPE OF PERMIT (Provide El Accessory Structure/ Detached Garage Details on Page 2) El Addition 0 Demolition El Mechanical El New Single Family / Duplex 11 Plumbing [I Fire Sprinkler V Remodel 0 New Commercial/ Mixed Use El Re -Roof El Signs El Tank El Tenant Improvement 0 Other Remodel Permit fees are based on: The value of the work performed. Indicate the value (rounded to he nearest dollar) of all equipment, materials, labor, overhead, and the profit for the work 'ndicated on this application. ._Yaluation: oo C) Basement sq ft.. Finished 11 Unfinished 1:1 1st Floor, sq ft: 2nd Floor, sq ft: Garage/Carport:, sq ft: Deck/Covered Porch/Patio: Other sq ft: PROJECT DESCRIPTION 100i .MR- !I 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. PrintName: Signatur Datez//A//9 GENERAL COMMERCIAL DATA Occupancy Group(s): Occupant Load(s): Type(s) of Construction: Fire Sprinklers: Yes 0 No El 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 MECHANICAL EQUIPMENT COUNTS (New and Relocated) 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: PLUMBING FIXTURE COUNTS (New, Relocated or re -piped) 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: GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped) BTUs Qty BTUs Qty A/C Un.t Outdoor BBQ/ Fire pit Boiler Stove/ Ra nge/Ove n Dryer Water Heater Fireplace/ Insert Other: Furnace Other: MEDICAL GAS AIR VACUUM COUNTS (New, Relocated or re -piped) 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 El Conditional Waiver 0 Waiver El Fill in Place EEII FFill Material: Removal El Size of Tank (Gallons) Critical Areas Determination: Study Required El Conditional Waiver El Waiver El GRADE/FILL/EXCAVATE Grading: Cut cubic yards Fill cubic yards Cut / Fill in Critical Area: Yes El No El GENERAL PROVISIONS 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. Structural Calculations Project: Alshaibani Addition Address: 7815 202 nd pl SW Edmond, Washington DATE: Dec 2019 FIVE AMINIAN & ASSOCIATES PLLC TEL: 206.310.2020 D EC 17 2019 of Mae General Structural Notes CODE: IRC 2015 / IBC 2015 for structural design Lateral design per ASCE 7-10 with IBC amendments DESIGN LOADS: ROOF Actual FLOOR STAIRS WIND SPEED WIND EXPOSURE TOPOGRAPHIC FACTOR SEISMIC Design Category R-- 6.5 Wood Shear Wall System Ss (USGS Haz Map) S1 CUSGS Haz Map) SOIL 25 Actual 40 100 110 MPH B 1.0 D PSF DEAD LOAD PSF LIVE LOAD (SNOW) PSF DEAD LOAD PSF LIVE LOAD 1.3 0.5 1500 PSF ALLOWABLE ASSUMED FOUNDATIONS: EXTEND FOOTINGS TO UNDISTURBED SOIL. CONTACT SOIL ENGINEER IF SOIL IS EXPANSIVE OR QUESTIONABLE. BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'6'MIN. BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL: SHOULD CONSIST OF PREDOMINANTLY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTEND DETERMINDED BY ASTM D-1557 TEST PROCEDURES, CONCRETE: fc--2500 PSI* MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. SAW CUT CONTROL JOINTS FOR SLAB ON GRADE ASAP AT A MAXIMUM 16SPACING. *ASSUMING 3000 PSI WILL BE ACHIEVED WITH 51/2 SACKS for exposure. NO SPECIAL INSPECTION IS REQUIRED - REINFORCING STEEL: #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS MAY BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP CONTINIOUS BARS 50 DIA. MINIMUM, UON, PROVIDE CORNER BARS FOR ALL WALLS (2'BEND), WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 —W1.4 X W1.4 LAB ONE FULL MESH AT SPLICES, CONCRETE COVER TO REBAR TO BE: FOOTING: 3" FROM SOIL FORMED SURFACES: 1 Y2' WEATHER FACE Y4" INTERIOR FACE ROOF TRUSSES: SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND IBCO STANDARD. LOADS shall be per structural drawings. Trusses connected to interior shear walls shall be design for lateral shear plus the gravity loads. Trusses shall be connected to exterior walfs with min. of a H1 clip, each truss. TIMBER: BEAMS AND POSTS (4)�_AND GREATER) DF-L#IORBETTER STUDS HF#2 / STUD OTHER LUMBER HF#2 OR BETTER Gluelam (24F-V4) DF (Fb= 2400 PSI) Glulam Post Treated to refusal DF (FB= 2200pis min.) 2X TIMBER KILN DRIED. GRADES SHALL CONFORM TO"MPA GRADING RULES FOR WESTERN LLFMBER, LATEST EDITION." WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MISCELLANEOUS CONNECTIONS TO BE SIMPSON STRONG -TIE OR APPROVED EQUAL NAILS SHALL BE COMMOR WIRE NAILS. All fasteners in contact with pressure treated material shall be hot dipped galvanized. ALL 13OLTS SHALL CONFORM TO ASTM A307. PROVIDE WASHER UNDER THE HEAD AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. SEE STAILESS STEEL REQUIREMENTS ON PLANS. ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OF THE MANUFACTURER, GRADE, THE NER, OR ICBO REPORT NUMBER AND THE QUALITY CONTROL AGENCY BEAMS LAMINATED VENEER LUMBER (LVL) Fb = 2600 PSI E = 1900 KS1 Fv =285 PSI PARALLEL STRAND LUMBER (PSL) Fb = 2900 PSI E = 2000 KSI Fv = 290 PSI ALL PLUS DESIGNATED PARALLAM AND SIMILAR SHALL BE OF TREATED MATERIAL RESISTANT TO DECAY. ENGINEERED I JOISTS: SHALL BE FURNESHED AND INSTALLED PER MANUFACTURERS'RECOMMENDATION. ALL NECCEASSRAY BRACING, BLOCKING STIFFERNERS ETC.. SHALL BE DETAILED BY THE MANUFACTURER. DESIGN SHOWN ON THE DRAWINGS IS BASED ON TRUS-JOISTS, NER 200. SHEAR WALL FRAMING: EXTERIOR WALLS TO BE SHEATHED WITH 15132"CDX PLYWOOD, BLOCKED SOLID. SEE SHEAR WALL SCHEDULE AS NOTED ON THE PLANS. LION, NAILS SHALL BE 8d @ 6" O-C. AT PANEL EDGES AND 8d @ 12' O.C. FIELD TO STUDS SPACED @16' O.C. See shear wall schedule for additional requirements. ROOF DIAPHRAGM: APPLY W CDX PLYWOOD (32/16) ON ROOF, MAIL WITH 8d @ 6"O.C. AT SUPPORTED EDGES AND 8d @ 12' O.C. AT INTERIOR SUPPORTS, BLOCKING NOT REQ'D. LION. FLOOR DIAPHRAGM: APPLY %"MIN. CDX APA RATED PLYWOOD (24116) EXPOSURE I OR EXTERIOR GLUE, GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 10d COMMON WIRE NAILS AT 61, O.C. AT ALL SUPPORTED EDGES AND WITH 10d COMMON WIRE NAILS @ 12- OC_ AT INTERIOR SUPPORTS. NAILING: ALL NAILS SPECIFIED ON THE DRAWINGS ARE DESIGNED TO BE HOT DIP GALVENIZED COMMON OR POWER DRIVEN NAILS. MINIMUM NAIL DIAMETER AND LENGHTH SHALL BE AS FOLLOWS: SHEATHINGNAILS: 8D 0.131X21/4 10D 0.148X21/2 FRAMINGNAILS: 10D 0.14SX3 16D 0. 162 X 31/4 EPDXY ANCHOR: ALL EPDXY SHALL BE DISPENSED BY THE DUAL CARTRIDGE OR GLASS CAPSULE METHOD TO INSURE PROPER MIXING. CLEAN OUT ALL HOLES WITH COMPRESSED AIR BEFORE FILLING. EXPANSION ANCORS: SHALL HAVE APPROVAL REPORT BY ICC ES FOR POST INSTALLED CONCRTE ANCHORSANDSH BE INSTALLED AND INSPECTED PER THE REPORT REQUIREMNETS. INSPECTIONS: Special inspection and/or structural observation may be required by the local jurisdiction. NOTIFY BUILDING DEPARTMENT FOR STANDARD BUILDING DEPARTMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. CONTRACTOR: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECJNIQUES, SEQUENCES AND TEMPORARY BARCING FOR THE STRUCTURAL SYSTEM AND COMPONENTS TO PERFORM THE WORK. CONTRACTOR SHALL REPORT ANY DESCREPANCIE TO THE ENGINEER IN WRITING DURING BIDDING PROCESS. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION; SIMILAR DETAILS SHALL BE USED WHERE CONDITIONS ARE SIMILAR IN CHARACTER, SUBJECT TO APPROVAL BY THE ARCHITECT OR THE ENGINEER. ALL STRUCTURAL SYSTEMS AND COMPENENTS SHALL FOLLOW THE SUPPLIERS GUIDLINE DURING DELIVERY, STORAGE AND ERECTION - THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALI ED PER MANUFACTURER'S RECOMMENDATIONS. AMINIAN AND ASSOCIATES 206.3102020 Dp�� &-41 24, K 7 V, �o + 2-0 VA, 0 /R.- =� 6 0 Vv 1445 -��q.vw NY) =. UvA ;; lkv, :v, t'i" ?..s L, 2- *ADd-W.% � D 3ex, 1, =. � 260 Iz �, L, ) - 2- & 2,50" r� g ss-- 4 4-,67T AMINIAN & ASSOCIATES SEATTLE WASHINGTON TEL: +1206.310 2020 JOB: BY- DAFE � PAGE� fi-ei ejf4 94, MA, CUKOF C%T�� e4MK16) (14) �vo(, -to PAw 1A Ve-ld 2 Y, \,o " W Tj 42. F 0 VN-Q c A- ((j 1� 11-if �j Fau wo f -3 4- r2- + 2 0 6 e �ss�tme., cr Cott b7 3,14 4- AMINIAN AND ASSOCIATES 206.3102020 JOB: Alshaiban! By: KA Date: Load Comnination(ASD) 0.6 D + 0.6W Lateral Wind Method: ASCE7-10 Chapter 28.6 Method 2 v Ult 110 MPH 1= I Exposure B k Kzt 0 1 Roof Slope 4.5.,12 Roof Mean Height x 0A 11.25 4.5' Eave Height: 8.5 Min.Horz Plan Dimension x 0.1: 30' 3' 2a 6' Min=6' Prsessures(Table 28.6.1) Zone A 26.6 8.9 Zone C 17.7 Zone B -7 -3 Zone D -4 Min. 16psf Perp. to Ridge 19-Aug Page: 1 Hroof Hwall ZoneD+BZoneB ZoneC+PZoneA Total Min VRoof 4.25 611 6 61 61 3374.68 61332 V Floor 4.251 1 611 614815.68 — 4148 E 8190.35 10980 Parallel to Ridge Hroof Hwall Zone D+B Zone B Zone C+A Zone A Total Min VRoof E:::��F 4.25 301 6 3� 856.7 3360 V Floor 4.25 301 2040 Y, 4340.4 5,700- VROof VFloor AMINIAN AND ASSOCIATES 206.3102020 Alshaibani By: KA Load Combination (AS D) 0.61) + 0.7E Lateral Seismic ASCE 7-10 Section 12.8 ELF Ss 1.3 - Fa= R(Wood Shear wall) 6.5 I Seismic Weights(PSF) Snow Roof(walls included) Floor(walls included) Seismic Load Distribution Date- 19-Aug Page: 0.6D + 0.7E(+/- )0.14pE 1 Sds=(2/3) Fa.Ss= 0.871 Cs=Sds xl/R 20 25 Level Area(SF) W(K) h Wh V.(wh/lWh) R 2000 40 9 360 5.36 1 0 0 1 40 V= Cs W 2E-1 Shear wall on all sides The /8 lot 360 VR ==z> AMINIAN AND ASSOCIATES 206.3102020 ZVA:� t.Asuww�- 'e7 6-0, 14-1 Z) vrx ca.. Ire. 56 LVA. aD---V?, AMINIAN AND ASSOCIATES 206.3102020 20 AL IL 8/512019 U.S. Seismic Design Maps 7815 202nd PI SW, Edmonds, WA 98026, USA Latitude, Longitude: 47,8159658,.122.33954130000001 C* w Google Date Design Code Reference Document Risk Category Site Class � 203rd St Sw Type Value Description Ss 1.28 MCER ground motion. (for 0.2 second period) A -- is, 0.501 MCER ground motion. (for I.Os period) SMS 1.28 Site -modified spectral acceleraltion value SMI 0.751 Site -modified spectral acceleration value SDS 0.853 Numeric seismic design value at 0.2 second SA ! Sol 0.501 Numeric seismic design value at 1.0 second SA Valu Description Type SDC D Seismic design category Fa I Site amplification factor at 0.2 second Fv 1.5 Site amplificaton factor at 1.0 second PGA 0.52 MCEG peak ground accelaraflon FPGA I Site amplification factor at PGA PGAM 0.52 Site modified peak ground acceleration 202nd 131 SW 8/512019, 5:31:40) PM ASCET-10 11 D - Stiff Soil OSHPD 201-st St sw (D 202nd St SW Map data (D2019 I TL 6 Long -period transigon period in seconds SsRT 1.28 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.309 Factored uniform -hazard (2016 probability of exceedance in 50 years) spectral acceleration SO 1.703 Factored deterministic acceleration value. (0.2 second) S1 RT 0.501 Probabilistic risk -targeted ground motion. (1.0 second) SIUH 0.53 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. SlD 0.684 Factored deterministic acceleration value. (1.0 second) PGAd 0.654 Factored deterministic acceleration value. (Peak Ground Acceleration) CRI 0.978 Mapped value of the risk.coefficient at short periods CRI 0.945 Mapped value of the risk coefficient at a period of I s https://seismicmaps.org 1/2 815/2019 U.S. Seismic Design Maps MCER Response Spectrum M11 0.0 1 0 2 4 Period, T (sec) — Sa(g) Design Response Spectrum J.UU 0.75 CO 0.50 0.25 n nn 0 2 4 6 Period, T (sec) — Sa(g) DISCLAIMER While the information presented an this website is believed to be correct, -SEAOC /OSHPQ and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application Vithout competent examiination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the Information ft-m this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitudeflongitude location in the search results of this webstle. hftps.-/Iseismicmaps.org 2/2 SHEAR WALL TABLE Type Material Nailing PIL Nailing PI Nailing Anchor Top Bottom Bolts SW1 (1) 7116" OSB or 8d @ 6" LTP4 at 24 16d @ 6" 5/8" dia @ 1/2" Plywd 48" IRPF / SW2 7/16" OSI3 or Y2" PIYW 8d @ 4" LTP4 @ 18 16d @ 3" 5/8" dia @ 32" Ti Specific notes; (1) All exterior shear walls not called out to be SW1 (2) Framing members, end studs, and plates to be min. 3x with nails staggered (3) 2-2x studs may be used in lieu of 3x with 16d at 24" staggered Notes apply to the entire Shear Wall table: Intermediate framing member's nailing to be 12" o.c. Nails(Common):8d=0.131"diax2.5" 10d=0.148`diaxY 16 d = 0. 162" d ia x3.5" Block all panel edges with min. 2x blocking. Apply nailing to all studs, top and bottom plates and blocking Framing to be 16" o.c. Fasteners shall be driven flush with surface of sheathing nail and staggered at joints. Anchor bolts to be embedded min. of 7" in concrete and to be located not more than 12" and not less than 4"from end of the wall(min. 2 A.B. per wall). Provide a hot dip galvanized 3 x3 xO.229" washer at each A.B; max Y2" from plate edge.. The hole in the plate washer may be diagonally slotted 13/16" x 1 3/4" provided a standard cut washer is placed between the plate washer and nut. Use 4.5"x 3" xO.229" at 2 sided walls Nails shall not be spaced less than 3/8" from edge of sheathing Pony walls to be constructed as walls above HOLDOWN TABLE Number Type Fastener to Studs Bolts _L I HDU2 6-1/4 x2.5 SIDS 2-2x studs t8nchor 14 - 5 8" Dia. M Min 6" epoxy embed Notes: Locate Holdown on each side of the shear wall Stitch studs at each end with 10d Common at 6" staggered Refer to Manufacturers catalog for proper installation Minimum concrete strength is 2500 psi gg a "- W, M � ME IS, WM 44 pip 50 RON *1 #MM "'M7, AMINIAN & ASSOCIATES SEATTLE WASHINGTON TEL: +1206.310 2020 JOB: 1.Z T- E) FQ A Ill PI, W�j BY, I a P,TZ5 # 55"8� IN E- pr-)�,,l C)�- WFHO lsRw wt�G T--R -Ir-pvw4c, DAT f PAG E #4o Z4 L, / I 44 let 3v ClU HIM, AW& SEWER Permit City o E mon s PERMIT NUMBERt' 121 Sth Ave N, Edmondi WA .9802G, ENG2019-0430;1, www.edmondswa.gov 42S.771.0220' Type: SEWER Owner/ Business: NIRAN ABEDALLA Status: ISSUED Subtype: PARTIAL REPLACEMENT Parcel No: 00401300000400 Site Address: 7815 202ND PIL SW EDMONDS,WA 98026-6846 Applied: Subdivision: 004077, 004013 Lot: Issued:3/3/2020 Fire Sprinklers: Lot Area: Zoning: Final: Valuation: Occupancy Type: Construction Type: Expiration Date: 3/3/2021 Code Edition: No. Stories: #of Dwelling Units: Issued by: NED Scope of Work: RE-ROUTE EXISTING SIDE SEWERWITH BLD20190448 WA State Contractor L & I #:JORDAA*816j2 City of Edmonds Business License #: 6024S4996-001-0001 CONTACTS NAME TYPE NAME ADDRESS PHONE EMAIL APPLICANT NIRAN ABEDALLA 10951 SE 62ND ST, BELLEVUE (425)931-6737 NI:IRAN.ABEDALLA@YAHOO.COM WA 98006 CONTRACTOR JORDAN ALSHURAFA 5000 NE 51ST ST, VANCOUVER (971)212-6428 JORDANALSHURAFA@GMAIL.COM WA98661 OWNER NIRAN ABEDALLA 0951 SE 62ND ST, BELLEVUE (425)931-6737 NIIRAN.ABEDALLA@YAHOO.COM WA98006 FEE INFORMATION DESCRIPTION ACCOUNT AMOUNT PAID PAID DATE RECEIPT # ENGINEERING INSPECTION FEE 001.000.341.82.000.00 $100.00 SIDE SEWER REPAIR 423.000.322.90.000.00 $100.00 X-TECHNOLOGY FEE 001.000.321.99.100.00 $35.00 TOTALS: $235.00 CONDITIONS CONDITION TYPE STATUS NOTES 10'Separation- Water & Sewer Maintain 10' separation between the sanitary side sewer and the water service line. Cleanout at Property Line A 6" cleanout with 12" locking cast iron lamphole cover is required at the property line. Damage to Frontage Applicant shall repair/replace all damage to utilities or frontage improvements in City Improvements right-of-way per City standards that is caused by or o:curs during the permitted project._ Applicant, on behalf of his or her spouse, heirs, assigris, and successors in interests, agrees to indemnify defend and hold harmless the Cl,�y of Edmonds, Washington, its Hold Harmless officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shal,l not be deemed to modify, waive or reduce any requitements of any City ordinance not limit in any way the City's ability to enforce any ordirmnce provision. ROW Permit Req'd A separate right-of-way construction permit is requiried for work within the City right -of. - way. Sewer Lateral Condition Condition of the existing lateral to be verified by the City's Public Works Dept. to obtain approval for reuse. Contact Edmonds Sewer Division At 425-771-0235. Side Sewer Asbuilt ner/Contractor to provide Side Sewer asbuilt at final inspection. See City Standards Tfo0wr requirements. Printed: Tuesday, March 03, 2020 2:28:28 PM 1 of 2 - -7-7777 SEWER Permit 01 PERMIT NUMB U� City of Edmonds 121 Sth Ave N, Edmoinds WA 98020 ENG2019-043� www.edmondswa.gov 425.771.0220 Side Sewer Condition Condition of the existing sanitary side sewer to be verified prior to obtaining approval for reuse. TV inspection required. Video to be submitted to City for review. Side Sewer Handout Refer to City of Edmonds Side Sewer Information handout for approved pipe materials, inspections and other requirements. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of Sounds/Noise 7:00arn to 6:00pm on weekdays and 10:00arn 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. Work on Adjacent Pr operty sement and/or p Ea ermission from adjacent property owner is required prior to [entry/work within adjacent property. INSPECTIONS COMPLETED -RESULT SEQID INSPECrION TYPE INSPECTOR NOTES DATE SWR PIPE SWR FINAL" Printed: Tuesday, March 03, 2020 2:28:28 PM 2 of 2 RESIDENTIAL BLDG Permit PERMIT NUMBEW City of Edmonds 121 Sth Ave N, Edmonds WA 98020 BLD2019-10448 I www.edmondswa.gov / 425.771.0220 .. . . ........ .. Type: RESIDENTIAL BLDG Owner/ Business: NIRAN ABEDALLA Status: ISSUED Subtype: ADDITION Parcel No: 00401300000400 Site Address: 7815 202ND PIL SW EDMONDS,WA 98026-6846 Applied: 4/23/2019 Subdivision: 004077, 004013 Lot: Issued: 3/3/2020 Fire Sprinklers: No Lot Area: 35 Zoning: RS-8 Final: Valuation: $65,926.00 Occupancy Type: Construction Type: Expiration Date: 3/3/2021 Code Edition: No. Stories: 0 #of Dwelling Units: 0 Issued by: NED Scope of Work: ABEDALLA- WORK STARTED PRIOR TO PERMIT REMODEL P&M INCL WA State Contractor L & I #:JORDAA*816j2 City of Edmonds Business License #: 602454996-001-0001 CONTACTS NAME TYPE NAME ADDRESS PHONE EMAIL APPLICANT NIRAN ABEDALLA 10951 SE 62ND ST, EDMONDS (425)931-6737 N1 RAN.ABEDALLA@YAHOO.COM WA 98026-6846 CONTRACTOR JORDAN ALSHURAFA 5000 NE 51ST ST, VANCOUVER (971)212-6428 JC,RDANALSHURAFA@GMAIL.COM WA98661 OWNER NIRAN ABEDALLA 0951 SE 62ND ST, EDMONDS (425)931-6737 N RAN.ABEDALLA@YAHOO.COM WA98026-6846 FEE INFORMATION DESCRIPTION ACCOUNT AMOUNT PAID PAID DATE RECEIPT # 1 - BASE FEE FOR MECHANICAL 001.000.322.10.000.00 $40.00 $0.00 PERMITS 1 - BASE FEE FOR PLUMBING 001.000.322.10.000.00 $40.00 $0.00 PERMITS APPLIANCE VENTS 001.000.322.10.000.00 $10.00 $0.00 B-BUILDING PERMIT FEE 001.000.322.10.000.00 $862.00 B-BUILDING PLAN REVIEW FEE 001.000.345.83.000.00 $468.00 $468.00 4/23/19 REC076105 B-STATE BUILDING CODE 001.000.237.ISO $6.SO SURCHARGE BUILDING - ADDITIONAL REVIEW 001.000.34S.83.000.00 $150.00 $0.00 HOURS FAN CONNECTED TO SINGLE DUCT 001.000.322.10.000.00 $10.00 $0.00 PERMIT FEE - RESIDENTIAL 001.000.322.10.000.00 $862.00 $0.00 PLUMBING FEE FOR WHICH NO FEE 001.000.322.10.000.00 $12.00 $0.00 15 INDICATED X-CREDIT CARD TRANSACTION FEE 001.000.341.43.100.00 $14.04 $14.04 4/23/19 REC076105 X-PHOTOCOPIES 001.000.341.81.000.00 1 $10.00 1 1 1 X-TECHNOLOGY FEE 001.000.321.99.100.00 $35.00 1 1 1 TOTALS: $2,519.54 $482.04 CONDITIONS CONDITION TYPE STATU S N OTO' CIR) Printed: Tuesday, March 03, 2020 2:26:17 PM 1 of 3 RESIDENTIAL BLDG Permit City of Edmonds PERMIT NUMBE 121 Sth Ave N, Edmonds WA 98020 BLD2019-0448 www.edmondswa.gov 425.771.0220 ESC REQUIRED FOR Maintain erosion & sediment control per city standards. INFORMATION 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 Hold Harmless 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. Final approval on a project or final occupancy approval must be granted by the Building Occupancy 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. Permit Disclaimer 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 from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of Sound/Noise 7:00am to 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. SPECIAL INSPECTION BUILDING FOR Special inspections have been called for on this project and are noted on the approved DIVISION INFCRMATION construction plans. It is the owner and or contractors responsibility to ensure that reports are provided to the City on a weekly basis. SPECIAL INSPECTION REPORTS FOR Submit all special inspection reports to the City Building Official on a weekly basis. INFCRMATION INSPECTIONS SEQID INSPECTION TYPE INSPECTOR COMPLETED RESULT NOTES DATE B-2 FOUNDATION WALL B-3 EXT WALL SHEATHING B-3 GAS PIPING TEST B-3 MECH ROUGH IN B-3 PLUMB GROUND WK B-3 PLUMB ROUGH IN B-3 ROOF SHEATHING B-3 UNDERFLR FRAMING B-4 DRYWALL FASTENING B-4 FRAMING B-S INSULATION ENERGY B-2 SLAB INSULATION A-1 BUILDING PRECON Printed: Tuesday, March 03, 2020 2:26:17 PM 2 of 3 B-1 SETBACKS X-3 BUILDING FINAL" X-2 ENGINEERING FINAL A-1 TESC AND MOBILIZE Printed: Tuesday, March 03, 2020 2:26:17 PM 3 of 3 I SPECIAL INSPECTION AND TESTING AGREEMENT Permit ULD2019-0448 Bt Project: Abedalla. 7815 202nd Place SW_ Prior to issuance of a permit, thisforpt must be completed in its entirety and returned to tile CftYJ6r approval. The complefedform must have signatures of acknowledgment by allpardes. DUTMS AND RE' SPONSIBILITIES Special bsnection Firm and Special Inspectors: The Special Inspection firm of = �� Qa 1'� will perform special inspection for the following types of work (separate forms must be submitted if more than one firm is to be employed): Rehaforcea Concrete Bolting in Concrete Prestressed Concrete Shotcrete Structural Masonry x Structural Epoxy High Strength Bolting — Spray applied Fireproofug Smoke Control Systems Lateral Wood Structural Observation by design professional Soils/Helical pile/type (A&B) bracket installation __Expansion Bolts/Threaded Expansion Inserts All individual inspectors to be employed on this project will be WABO certified for the type of work they are to inspect. If inspection is for work that is not covered by the WADO categories, or the inspector is not WADO certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the inspector and the firm are qualified by education and experience to perform the work and testing required by the project design and specifications - The: work shall be inspected for conformance with the plans and specifications approved by the City- Revisions and addenda sheets will not !>e used for inspection, unless they have been approved by the City. Juspection records shall include: A daily record to be maintained on site, itemizing the inspections performed. Any nonconforming work shall be brought to the immediate attention of the contractor for resolution, A weekly report shall be submitted to the City-, detailing the inspections and testing performed, listing any nonconforming work and resolution of nonconforming items. A final report shall be submitted to the building department prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions or addenda- Any unresolved discrepancies mwt be detailed in the final report. \\edmsvr-userh\userprof$�dakau\Dc5ktop\Cor))Menl$Letteis and Special Inspection form$ 2019\Specia] Inspection foms\ST2019-0448 Abedalla, Epoxy hold do%vns.doc 3 2/26/2019 Contractor; The contractor shall provide the special inspector or agency adequate notification of work requiring inspection, The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on Site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections pedormed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be. poured or other Work covered until approval is given by the City inspector- ftfldinx Department. The building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Deslan Professionals; The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will coordinde their revision and addenda process in such a way as to ensure that ail] required City approvals are obtained, prior to work shown on the revisions being performed in the field. QW-Xier; The project owner, or the architect or engineer acting as the owners agent, shaU employ the special inspector or agency. ]ENFORCEMENT A failure of the special inspector or firm to perform in keeping with the requirements of the IBC, the approved plans and this document may void this agreement and the Building Official's approval of the special inspector, In such a case a. new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or coastruction parties to perform in accordance with this agreement may result in a STOP WOF,11, notice being posted on the project until nonconforraing items have been resolved. AC)KNOWLEDGMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner. �' ��G, ,, .� ignatu 0 —SS S -a— A /A I - lZ), I L 92 �� 5� - - Date; Special Insp- dy7l�,Cxs--,- Signatu Date: 2e, Special Insp. Agency-2n,�4v� ACCEPTED FOR T CITY OF VJDMONDS 13UILDING DIVISION Ely: Date; AZ3 Z2,, ZC, k\cdrn$W-useffs�userprofS\dakau\Desktop\ComMentS Letters and Special Inspection fonns 2019\Special Inspection fbnrnC\SI 2019.0448 Abedalla. Epoxy hold doms.doc W26/201 9 Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by a] I parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Building Department: The building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Desi2n Professionals: The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will coordinate their revision and addenda process in such a way as to ensure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT A failure of the special inspector or firm to perform in keeping with the requirements of the IBC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Contractor: Arch./Eng: Special KAVEH AMINIAN PE Special Insp. Agency Signature Date Signature Date: -Signature Date: Signature Date: ACCEPTED FOR THE CITY OF EDMONDS BUILDING DIVISION LIN Date: \\edmsvr-userfs\userprof$\dakau\Desktop\Comments Letters and Special Inspection forms 2019\Special Inspection f6rrns\SI 2019-0448 Abedalla, Epoxy hold downs.doc 12/26/2019 OV ED4 G _k 0 Al 16 SPECIAL INSPECTION AND TESTING AGREEMENT Permit BLD2019-0448 -St. 1 Project: Abedalla, 7815 202 "d Place SW Prior to issuance of a permit, thisform must be completed in its entirety and returned to the Cityfor approval. The completedform must have signatures of acknowledgment by all parties. DUTIES AND RESPONSIBILITIES Special Inspection Firm and Special Inspectors: The Special Inspection firm of will perforrn special inspection for the following types of work (separate forms must be submitted if more than one firm is to be employed): Reinforced Concrete Bolting in Concrete Prestressed Concrete Shotcrete Structural Masonry x Structural Epoxy — High Strength Bolting — Spray applied Fireproofing Smoke Control Systems Lateral Wood Structural Observation by design professional Soils/Helical pile/type (A&B) bracket installation .Expansion Bolts/Threaded Expansion Inserts All individual inspectors to be employed on this project will be WABO certified for the type of work they are to inspect. If inspection is for work that is not covered by the WABO categories, or the inspector is not WABO certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the inspector and the firm are qualified by education and experience to perforrn the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection, unless they have been approved by the City. Inspection records shall include: A daily record to be maintained on site, itemizing the inspections performed. Any nonconforming work shall be brought to the immediate attention of the contractor for resolution. A weekly report shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming work and resolution of nonconforming items. A final report shall be submitted to the building department prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions or addenda. Any unresolved discrepancies must be detailed in the final report. \\edmsvr-userfs\userprot$\dakau\Desktop\Comments Letters and Special Inspection fonns 2019\Special Inspection forms\Sl 2019-0448 Abedal [a, Epoxy hold downs.doc 12/26/2019 GENERAL NOTES LIFE SAFETY NOTES (continued FRAMING NOTES (continued Nothing in this pen -nit approval process shall be interpreted as allowing or pen-nitting the maintenance of any currently existing illegal, nonconforming, or unpennitted building, structure, or site condition which is outside the scope of the permit application, regardless of whether such building, structure, or condition is shown on the site plan or drawing. Such building, structure, or condition may be the subject of a separate enforcement action. Sound/noise originating from temporary construction sites as a IlZo,5UIL V1 %,VII,'5LIUU10I1 ZICLIVILY aIC CXMILIFL, LIU111 UIC 11VIbC 111111Lb only during the hours of 7:00am to 6:00pni on weekdays and 10:00ain and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activ 1 ties must comply with the noise limits, unless a variance has been granted. ECC Chapter 5.30 All changes in plans and field modifications shall be approved by the local jurisdiction. The design professional shall prepare drawings as required for approval. IBC 107.4 Temporary address shall be clearly visible from street during all phases of construction. Failure to properly post house/building numbers may result in no inspection by the City Inspector. Curb signage is not acceptable. Address numbers (4" min. ht. & 1/2" min. stroke width) shall be posted to be plainly visible from the street or road fronting the property. IRC R319 LIFE SAFETY NOTES Smoke alanns shall be installed in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms, and on each level (including basements and habitable attics) in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur. Smoke alarins shall be hard -wired with battery backup, and when more than one smoke alarin is required within an individual dwelling unit, they shall be interconnected. Discuss exceptions to the power source requirements with the Building Inspector. IRC R314 IBC 907.2.11.2 Carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur, or 1when one or more sleeping rooms are added or created. IRC R3151 Handrails and guards must be capable of resisting a concentrated load of 200 pounds per square foot applied in any direction at any point along the top. Guard in -fill components must be capable of resisting 50 pounds per square foot. IRC Table R301.5 IBC 1607.8 Handrails shall be continuous through stair flights of four or more risers, without interruption by newel posts (unless at a turn) or other obstructions, and return to a wall, newel post, or safety terminal. The grip -size shall be Type I or 11 or of equivalent graspablity. IRC 311.7.8 Provide one operable escape window in the basement, habitable attic and in each sleeping room meeting all of the following -An operable area of not less than 5.7 sq. ft. (5 sq. ft. for grade floor opening) -A minimum clear opening height of 24 inches -A minimum clear opening width of 20 inches -Not more than 44 inches between the finished floor and the bottom of the clear Opening - Escape windows located under decks or porches must have a path 36 inches in height to a yard or court. R310 IBC 1029 The greatest riser height within any flight of stairs or the greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. R311.7.5.1 IRC R311.7.5.2 IBC 1009.7.4 FOOTINGS/FOUNDATIONS Footing drains are required around concrete/masonry foundations that retain earth and enclose habitable or usable spaces located below grade, or for crawl spaces when a minimum 6 inch slope within the first 10 feet of the foundation wall is not achieved. A separate footing drain inspection by the Building Inspector is required. IRC R401.3 IRC R405.1 Slab -on -grade floors shall be a minimum 3.5-inch thick concrete over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc. There shall be a thermal -break for slabs inside a foundation wall, and if the slab is less than 24" below the exterior grade, 24" wide R-10 perimeter insulation must be provided. Slabs used as part of a hydronic heating system shall have R- 10 insulation provided throughout the entire slab area. IRC R506 WSEC R402.2.9 WSEC Table R402.1.1 Vertical rebar must be hooked and tied in place at time of footing inspection. Maintain minimum 3" clearance to earth, 1-1/2" to form -work for reinforcement. R403.1.3 R404.1.2.3.7.4 Anchor bolts shall be at least 1/2 -inch in diameter and extend 7 inches into concrete. There shall be a minimum of two bolts per plate, with one bolt within 12 inches but not closer than seven bolt diameters from the end of the plate. The bolt spacing shall not exceed 6 feet o.c. and shall have a nut and YxYxO.229" washers unless engineered. IRC R403.1.6 FRAMING NOTES Hardware and fasteners in contact with preservative -treated wood shall be of hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. IRC R317.3.1 IBC 2304.9.5.1 Joists less than 18" and beams less than 12" to grade and all wood exposed to weather shall be preservative -treated or naturally resistant to decay. IRC R317 IBC 2304.11 Joists shall have not less than 1.5 inches bearing on wood or metal and 3 inches on concrete. Joists shall be prevented from rotating at the ends and at intennediate support by approved hangers, 2 inch nominal blocking, or attachment to a rim board. IRC 502.6/502.7 IBC 2308.8 Foundation cripple walls shall be framed of studs not less in size than the studs above. Walls over 4 feet in height shall be framed of studs having the size required for an additional story. Cripple walls studs less than 14 inches in height shall be sheathed on at least one side with a wood structural panel that is fastened to both the top and bottom plates in accordance with Table R602.3(l), or cripple walls shall be constructed of solid blocking. Cripple walls ishall be supported on continuous foundations. IRC R602.9 c ILI aming inspection, t1le UU11UHIg IIIU,',t UV U1 -'I W 'ti' a minimum of roofing, windows, and siding paper installed. Truss layouts showing girder truss/hip-master locations are not permitted to change and must be followed correctly. If the truss manufacturer requests to change, in part or in whole, the layout shown, they must contact the architect/designer to ensure that the structural design of the building is maintained. If the 'Layout shown is changed, in part or in whole, the Building Division requires new engineering calculations and must approve the changes prior to the installation of the roof sheathing. Exterior and bearing wall studs may be notched <25% and bored <40% of the stud width. Non -bearing wall studs may be notched <40% and bored <60% of the stud width. Any bore located <5/8" from the stud face is considered a notch. Rafters and joists may be notched in the outer thirds of the span with a maximum notch depth 1/6th and a notch width 1/3rd the depth of the member. Rafters and joists may be bored up to 1/3rd the depth of the member no closer than 2" to each edge or to another bore. Top plates notched or bored >50% of the width must have a l6ga. strap, 6 inches past and fastened with 8- 1 Od nails at each side of the opening. IRC R502.8 IRC R602.6 IBC 2308 Attic access openings are required for buildings with combustible ceiling or roof construction over an area >30 sq. ft. and with a 30" vertical space between ceiling and roof framing members. The rough -framed opening shall be 22"00" and located in a hallway or other readily accessible location. The access cover shall be weather-stripped and insulated to a level equal to the surrounding ,surfaces. IRC R807.1 WSEC 402.2.4 Attic ventilation openings shall not be less than 1/150 of the area of the space ventilated. It may be reduced to 1/300 if at least 50 percent and not more than 80 percent of the required openings are at least 3 feet above the eave vents with the balance provided by the eave vents. The net free cross -ventilation area may also be reduced to 1/300 when a Class I or II vapor barrier is installed on the wan-n-in-winter side of the ceiling. IRC R806.2 ADDITIONAL REQUIREMENTS A survey may be required prior to the foundation wall inspection if the Building Inspector is unable to verify setbacks. Lot line stakes should be in place at the time of the foundation inspection and established property pins should be made visible. Z 00 C4 > r 71 r Ln Q�. C, N C-1 E Z C) 0 a Z U CN MECHAN ICAL N OTEN lProvide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4 A 30"x3O" level working space shall be provided in front of the control side to service appliances. In attics and underfloor areas, a passageway a minimum of 30 inches high and 20 inches wide traveling not more than 20 feet from the access shall be provided. A 24 inch wide solid pathway shall be provided in attics. A switch -controlled luminaire is required at the passageway opening and a receptacle outlet at or near the appliance. A means of electrical disconnect is required within sight of the appliance or the breaker is to be capable of being locked in the open position. 11RC M1305 IMC 306 NEC 422.31(B) Provide the combustion air required for the proper operation of the appliance(s). The minimum required volume per the standard method is 50 cubic feet per 1000 BTU/hr. Where exhaust fans, clothes dryers, and kitchen ventilation systems interfere with the operation of appliances, makeup air shall be provided. Fuel -fired appliances shall not be located in sleeping rooms, bathrooms, toilet rooms, or storage closets unless specific installation requirements are met. IRC G 2406.2 G2407.4 G2407.5.1 11FGC 303.3 304.4 304.5 1 An exhaust hood/system of >400cfm installed or required by the range or cooktop manufacturer must be provided with makeup air equal to the exhaust air rate. IRC M1503.4 IMC 505.2 Provide required makeup air in the laundry room. Louvered doors or openings/grilles into other spaces may be used to meet the requirements. Other limitations may arise if a gas dryer is installed. IMC 504.5 G2407.4 G2407.9.1 Dryer ducts shall ten-ninate outside of the building, 3 ft. from any openings into the building. The tennination shall have a backdraft damper and no screen. The dryer duct shall be a minimum .016-in. (27 ga.) thick, a minimum 4 inches in diameter, have a smooth interior finish, have sections joined with the insert end in the direction of airflow without the use of fasteners, be supported at 4 ft. intervals, and secured in place and protected by nail plates that extend 2" above/below bottom/top plates. The joints shall be sealed with UL181A listed mastic or tape. Dryer duct maximum lengths are 25 ft. for electric and 35 ft. for gas with deductions for fittings (or sized/length per manufacturer). If concealed, the equivalent length of the duct shall be pen-nanently labeled or tagged within 6 ft. of the dryer connection. 11RC M1502 M1601.4.1 G2439 IMC 504 1FGC 614 Hydronic heating system piping shall be tested at 100 psi water pressure or I 1/2times the operating pressure, whichever is greater, for a minimum of 15 minutes. Piping embedded in concrete shall be pressure tested prior to the placing of concrete and be maintained at operating pressure during concrete placement. The test must be observed by the Building Inspector prior to concrete placement. Note: a means of providing outdoor air per IRC R303.4, M1507 and IMC 403.2 is required. IMC 1208 - 1209 Refrigerant circuit access ports located outdoors shall be fitted with locking -type tamper- resistant caps. IRC M1411.6 IMC 1101.10 FLUMMNU NUTEN Fixtures installed on a floor level that is lower than the next upstream manhole cover of the public or private sewer shall be protected from backflow of sewage by installing an approved type of backwater valve. Fixtures on floor levels above such elevation shall not discharge through the backwater valve. UPC 710.1 Vent all plumbing fixtures through the roof per UPC 906.0 or with a loop vent per UPC 909.0. Air admittance valves are not permitted unless first approved by the Building Inspector on a case by case basis. Water heaters installed in attics, attic -ceiling assemblies, floor -ceiling assemblies or a floor/sub-floor assembly, where damage may occur from a leak, shall be installed in a watertight pan made of corrosion -resistant materials. The pan shall have a inimum 3/4" drain and the drain shall tenninate in a visible location. The drain cannot empty into the crawlspace beneath a building. Discharge from a relief valve into a water heater pan shall be prohibited. UPC 507.4 UPC 507.5 Access will be required for the whirlpool/jetted tub pump and the tempering valve for all tubs. The tempering valve may also be installed at the water heater. UPC 409 Showers shall be a minimum of 900 square inches and be capable of encompassing a 30 inch circle. The shower receptor shall have a finished dam, curb, or threshold between 2" and 9" above the top of the drain. The floor of the shower shall slope a minimum of 1/4" and a maximum of 1/2". Lining materials for built-up showers and shower seats shall be sloped, extend upward 3" above the horizontal surface, and over the top of the dam or threshold. Shower receptors shall be tested by filling with water to the top of the rough threshold while plugged at the drain. Protect the weep holes in the sub -drain clamping ring from clogging. UPC 408.5 - 408.7 IMain building shut-off required on water supply line. UPC 606.2 Pressure reduction valve on main water supply line required by City code. Vent hot water tank relief valve directly to the outside. UPC 608.5 Hot water heater must be seismically anchored or strapped at points within the upper one-third and lower one-third of its vertical dimensions. At the lower point, a minimum distance of 4" must be maintained above the controls with the strapping. UPC 507.2 All pressure absorbing devices (e.g. air chambers, mechanical devices, hammer arrestors) shall be accessible or installed per manufacturer. UPC 609.10 JMinimum I" air -gap required at dishwasher. UPC 414.3 1 Hose bibs (exterior faucets) are required to have a permanently affixed anti-SiDhon device installed. UPC 603.5.7 Soaker and jetted tubs shall be installed and supported per the manufacturer's installation specifications. UPC 409.6 PIKE-KATED UUNSTRUCTIUN Dwelling/garage separation shall be maintained by installing 1/2" gypsum wallboard on the garage side from the foundation to the underside of the roof sheathing. Ceiling of garages with habitable space above shall have 5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated nails or equivalent drywall screws and the structural elements supporting the ceiling protected with 1/2 gypsum wallboard. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2" gypsum wallboard. Water resistant gypsum shall not be used as a tile backing board where there will be direct exposure to water, or in areas subject to continuous high humidity (showers, etc.). IRC R302 IRC R702.3.8.1 Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations: 1) In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs as follows: 1. 1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. 2) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3) In concealed spaces between stair stringers at top and bottom of the run. 4) At openings around vent, pipes, and ducts at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. For additional requirements see IRC 302.11 113raftstops shall be installed in combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, so that the area of the concealed space does not exceed 1000 sq ft. and shall divide the space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: I.Ceiling is suspended under the floor framing. 2.Floor framing is constructed of truss -type open -web or perforated members, Lstopping materials shall not be less than 1/2 inch gypsum board, 3/8 wood structural panels or other approved materials adequately orted and installed parallel to the floor framing membersIRC R302.12 ADDITIONAL REQUIREMENTS Height verification shall be done by the applicant's agent/contractor and observed by the Building Inspector on site. The agent/contractor shall set up the equipment (transit/builders level), establish the datum point, and the point of average grade. These items must be consistent with the approved plans. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximum height permitted for the zone, an elevation survey is required. An elevation survey consists of three components to be conducted by a licensed surveyor. 1) Prior to construction, the surveyor shall establish average grade as specified in ECDC 21.40.030, and shall establish a reference datum point that will be and can be freely accessed. 2) The surveyor shall locate the ation of the first floor prior to the City under -floor inspection. 3) A I letter of height confirmation shall be provided upon completion of the -So C'N' Z 00 E Z C) 0 U 0 M M Z Z U Z 0 U Z U CN 2 Ss N 89'16'57" W 79.00 - — - — - — - — - — - — - — - — - — - — - — - — - — - 427. 'Z-x-1STING 0 8 1. CH I. ----t-428.5 SS ss— F r--------- -L 1 THIS STRUCTURE WILL' ?DEC TREE TO BE REMOVED r— — — — — — — — - — — — — - ( BE BE �2 ADDITION RE�E��Ii�AND -0 D E C K EXPANDEDDECKAS 132 sq. ft. 9,-0" SHOWN ON SITE PLAN 0 C� EXISTING HOUSE 1329 SQ. FT. VEWTE 0 't ROOF EL =442.6' 0 FF EL-7—Q9.3' V2 Vr SE 129' CED I CONC. WALK 337 sq. ft. EXISTING DR. WAY 779sq. ft. wl I pro 'y within property WD a N 89'42'45" IN 79.00' 'A — So — So — SD — SD — So — So SS— SS 202ND PL SW CENTER LINE So — So So — So EXISTING SITE PLAN SS 'P ss—SS So — So — So — SD — So — So PROJECT DESCRIPTION OWNER/ APPLICANT: ALI ALSHAIBANI EXTENSION OF A ROOM AND A GARAGE AT 7815, 202ND. PL. SW. EDMONDS LEGAL DESCRIPTION LT4, CAPERTON PARK, VOL, 15, PG 87, SNOHOMISH CO WA 7===��89IW4 W MOW N:301316.31 I .1 �70.�- 2 s`5 PARCEL TAX ID: 427. 00401300000400 J" 7 16PEARSET 112 IMPERVIOU SLI:�J:4,1(1: 5: ------ --- EXISTING sq.ft. PROPOSED sq.ft. shed roof 96 shed roof 9 house roof 1499 house roof,add&garage 195 RI conc. walk 337 new walkway 69 li— PATIO driveway in prop. 314 driveway inc. walk 54 1�7 deck/patio 115 deck/patio+londing 36 4-$ L TOTAL 2361 TOTAL 302 I THIS PAIn OF EXIST HOUSE 1218 SQ FT. IIOOF R �25 TOTAL IMPERVIOUS SURFACE 3021 sq. ft. ADD. OH. Fr. 'D429.-O. 2FF11ONTS 128.1 LOT ERAGE 1798 sq. ft. (25%). -------- LOT AREA 7-72715-00 ft. A sq. LOT SLOPE 0.1 7 427.8 HEIGHT CALCS 27=4.320 C-1270411319 A=428.7 B=427.8 C=428.0 A=429�O 202ND PL SW AVERAGE GRADE= 428.38 E MAXIMUM =42&38+25=453.38 ACTUAL= 443.30 DRAWING INDEX SITE PLAN 1-1 MAIN PLAN 1-2 S I T E P L A N FOUNDATION ROOF FRAMING PLANS 1-3 ELEVATION & SECTION PLANS 1-4 SCALE: 1 2U.9' 20 10 5 0 10 20 40 SCALEc: I" = 20'-0" DEPARTMENT . < 0 z LU Z 0 C/) :3 0 Q- LLI < U) Zone RE)-13 vvumrl ADDRESS�_ . Corner Flag' OWNER 0 �— Setbacks Reatired n5 Front 5 —7�21-7. —&Wd—�OadA APPROVED DATE: Sides W)g- r77 -,18, BLDG. OFFICIAL: Rm IV 115 Other — PE�--IiMIT '.\1U.Rj`cBV=R -�Lq —0 45— V—q �L PROJECT. ALI EDMONDS DATE; 0712012019 FILE: ALL DRAWN: N.M. CHECKED: N.M. 8 6 4 2 0 4 8 16 SCALE: 1/8" = V-01' 01-1 ENGINEERING DfVIS*N RESUB 'c�'-Yryco?Y NOT!� FEB U 3 2020 _AfP7R W-A BUILDING DEPAOR T" .I, F roM No 2X6 NAILED TO WALL BETWEEN TRUSSES TUPICAL PARTITION WALL & TRUSS 6'-8" M L-GOLLAR W] CLAMP TUSSCORD LV. GAGE METAL BASE 26 GALV. GAGE CARRY FLAB HING SHEETS 11 L NIS G.W.B. NAILED OVER PARAPET & NAIL; a 2X6 ON THE EDGE 2"WIDE SHT. MTL. CLEATS EXTEND ONTO ROOFING 1' 3TRUSS 2 EACH SIDE- L- 4CAUL - EXTEND ROOFING PLIES FIRE 7-14"X14' GALV. SHEET METAL ORALUMINUM TIGHTSCREWTOPLY PENETRATION TYP. 61'-2 1/2- 20'-6 1/2- 28'-8" 13'-10 1/2- L 3'-10' L 81-10" 2-8d TO EACH STUD, ADD 1-10d TOE NAIL EACK SIDE FOR STUDS OVER 12 HIGH LAP TOP PLATE IV AT SPLICE 7--AND INTERNAL WITH 16-16d 16d @16'O.C. STAGG-D RAMING ANGLE AT EXTERIOR WALLS 4-16d AT CORNER LAPS &CROSS I TOPANDBOTTOM WALL LAPS OF TOP PLATES 2X BLOCKING AT PW. JOINTS PROVIDE 2X OR 3X BLOCKING AT MID SPAN 2-8d TOE NAILS OR 2-16d END HEADER NAILS BOTH ENDS OF EACH BLOCK 4-16d —/' I I BOTH ENDS1 I OUBLE STUDS AT OPENNING THAN 4' 16d@24-O.C. 2-1 Bd TOE NAILS EACH SIDE STGR. (TYP.) FOR STUDS UP TO 12 HIGH 3-Bd TOE NAILS EACH SIDE 2X TREATED SILL FOR STUDS OKVER 12 HIGH--,=% 4-1/2'MIN. 91 MAX (TYP.) D.XI 2A.BAT 4'O.C.(U.N.O.) 2 BOLTS PER BOARD MIN. NEW TYPICAL STUD WALL FRAMING 16'-0" 6'-0' 1. 6'-0' — — — — — — — — — — — — — — — — — - - DS <2� 3,0"X5 —T— HDU2 HOLD DOWN 7'-8 1/2" i LAUNDRY /d CONNIC. SLAB � - - - - - - - - - - 71 0 VENTAS. DS. P A T 1 0 y IS- W WAN -2 , , w L Q GAL. /HD.WD. A ENERGY FACTOR Ir BOLtAD CEIL. H 9' — — — — — -- — — — — — — — — — — — — OVER HANG ARME 1 7 0 11) 2'0"X2'0� 3'O'X3'6" M. BED RM. TIGHT FITTING 1318' 1IHCK -M, 0 SOLb CORE/ SELF Cd. HD.WD. / A MICA SEC. DOOR 20 MIN. Fiff RATE 2'-8 CEIL. 41� :��BA 0 � BATH j �11 \ bARAGE pDS.1 P I IN.50 cfm YENLD41 I KITC IT HEN chat bONNC. SLAB i 'o I �i'X&TUB luo I i : r TTfl-c -i SL�PE 118'PER FOOT O.H. DOORS T- lo I o 1 WISH. HD. 14 I I ACCESSI TOWARDS I DS S.D. I 2'-8" 72'SPLASH H. 2'-4" REF. L -J Lj > 0.. -0 1 ISLAND S 3XV 1 LAYER &B'TYPE(X) G.W.B. Lo i0 on 180 MIN. SEE 01-04 — — — — — — — — — — — — ALL WARM WALLSICEIL. HOR. SUPPORTINGS i< R— clan HALL WAY \VERT. \ 0 0 2'- — -- — 0 — — — — — — — — — — — — — — HD.WD, 2' 8 — — — — — — — — -- < 0" 2F ([)OPENER S.D. S.D. 00 CEIL. H 91 Of > 0 U) BED/ RIM. BED RM. DIN GRtAT ROOM SIN G < /HD.WD. CEIL. H 9 HD.WD. CEIL. H 9 HAD, RAGE O.H. DOOR VX7' —F— J— CEIL. H 9r, — — — — — — — — — — — — P 0 R C H TILE 6'Of56 DS. 6 X5V1 3'0"X5'6" 6 3 O"X5' D 5'-6 1/2- 9'-5 1/2- 1— 6'-ll 7'-0' 5'-6" 5'-6" 4' 11' 11 L. 10 9 1 2 1/ " [ 5'-6" 21--10 1/2" T 32*-2" �Chimmeys shall extend at least 2 feet higher than my portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney pwses through the met. Natural draft appliance vents shall terminate at lent 5 feet above the highest connected appliance outlet. Mechanical draft appliance vents shall terminate as follows: ?�3 feet horizontally from any portion ofthe roof >3 feet above a forced air inlet within 10 feet >4 feet below, ?:4 feet horizontally from, or �1 foot above my dwelling door, window or air inlet 2:3 feet to an inside comer of2 walls bottom ofthe vent >12 inches above grade �3 feet horizontally and not directly above an oil tank vent or gas meter powe exhaust >10 feet from lot lines/buildings must discharge away fro. the building. .I. vent appliances shall terminate per manufacturer. HtC R1003.9 HtC M1804 EWC 804 MAIN FLOOR 1660 SQ.FT. Ali House located at 7815 202nd Place S.W. Edmonds BILD 2019-044 Table 406.2 F:narnw rratift Pffli Code) 0 OPTION DESCRIPTION CREDITis) Estimated Cost —1. EFFICIENTBUILDING ENVELOPE la: 05 Presc , riptive compliance is based m Table R40211.1 aith the folloAlingraodifications: Vert, lienestrationU =0.28 Ica Flom R-38 Slab on grade R-10 perimeter And ander entire slab Below grade slab R-10 perimeter mid usider catine slab or I Compliance based on Section R402,IA: Reduce the Total UA by 5%. WI -14 t J-3 Nj��A F:�J14QXt InQ U1. � I W/ fou 1-'115 n 0- 1/2'GYP. BD R-21 INSULATION- -Cb %� INSULATION 3/4'T&G PLYWOOD FLOORJOISTS2)(10@1,2 A36 E.JST. TO FL- #4BARSTOP-- CONTINUOUS #4@IWO.C.VERT 6 MIL. 'BLACK' VISQUEEN-7, COVER .0 NOTE: 1 ALL WINDOW HEADERS TO BE 2-2X10 UNLESS NOTED. 2 ALL INTERIOR BEAMS & HEADERST'O BE 4XIO UNLESS NOTED. 3 ALL EXTERIOR BEAMS TO BE 6XIO OR 3-2X10 UNLESS NOTED. 4 NAILING PER TABLE R602.3 I.R.C. TYP. 5 H.D.s ON THE CORNERS MIN. 3"FROM EDGE 6 ALL EXTERIOR DOORS TO BE PROVIDED WITH DEAD BOLT OR DEAD LATCH 7 ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. 8 FIRE BLOCKING @ ALL PLUMBING & PENENTRATIONS. 9 ALL GLAZING SHALL BE DOUBLE W1 U VLUES AS SPECIFIED 10 ALL GLAZING SUBJECT TO HUMAN IMPACT SHALL 13E SAFTY GLAZING.THIS INCLUDES GLAZING IN DOORS,WHITIN 18*OF FLOOR; WITHIN 12"OF DOORS; & IN SHOWER OR TUB ENCLOSURES. 11 SLEEPING ROOMS SHALL BE PROVIDED WITH EGRESS WINDOWS OR DOORS WITH MIN. NET CLEAR OPENING OF 5.7sq.ft, WITH MIN. NET CLEAR HEIGHT OF 24", WIDTH OF 20"& SILL HEIGHT OF MAX 44'ABOVE FLOOR. 12 ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 13 HARD WIRED AND INTERCONNECTED SMOKE DETECTORS TO COMPLY WITH SECTION R313.1 14 BATH TUB AND SHOWER FLOORS AND WALLS ABOVE SHALL BE FINISHED WITH 1pp�; 2 (2)#4 A�-t -I , 1± . .0. 38-16d TO CONT. RIM HDR 2x4* P.T. MUDSILL w/ 518 ANCHOR BOLTS PER PLAN 12'MIN. AT MUDSILL ENDS, WITH 7' MIN. EMBEDMENT, BACK FILL 4%9 1 FOUNDATION WALL NEW T KEY: * fou 1-'115 n 0- 1/2'GYP. BD R-21 INSULATION- -Cb %� INSULATION 3/4'T&G PLYWOOD FLOORJOISTS2)(10@1,2 A36 E.JST. TO FL- #4BARSTOP-- CONTINUOUS #4@IWO.C.VERT 6 MIL. 'BLACK' VISQUEEN-7, COVER .0 NOTE: 1 ALL WINDOW HEADERS TO BE 2-2X10 UNLESS NOTED. 2 ALL INTERIOR BEAMS & HEADERST'O BE 4XIO UNLESS NOTED. 3 ALL EXTERIOR BEAMS TO BE 6XIO OR 3-2X10 UNLESS NOTED. 4 NAILING PER TABLE R602.3 I.R.C. TYP. 5 H.D.s ON THE CORNERS MIN. 3"FROM EDGE 6 ALL EXTERIOR DOORS TO BE PROVIDED WITH DEAD BOLT OR DEAD LATCH 7 ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. 8 FIRE BLOCKING @ ALL PLUMBING & PENENTRATIONS. 9 ALL GLAZING SHALL BE DOUBLE W1 U VLUES AS SPECIFIED 10 ALL GLAZING SUBJECT TO HUMAN IMPACT SHALL 13E SAFTY GLAZING.THIS INCLUDES GLAZING IN DOORS,WHITIN 18*OF FLOOR; WITHIN 12"OF DOORS; & IN SHOWER OR TUB ENCLOSURES. 11 SLEEPING ROOMS SHALL BE PROVIDED WITH EGRESS WINDOWS OR DOORS WITH MIN. NET CLEAR OPENING OF 5.7sq.ft, WITH MIN. NET CLEAR HEIGHT OF 24", WIDTH OF 20"& SILL HEIGHT OF MAX 44'ABOVE FLOOR. 12 ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 13 HARD WIRED AND INTERCONNECTED SMOKE DETECTORS TO COMPLY WITH SECTION R313.1 14 BATH TUB AND SHOWER FLOORS AND WALLS ABOVE SHALL BE FINISHED WITH 1pp�; 2 (2)#4 A�-t -I , 1± . .0. 38-16d TO CONT. RIM HDR 2x4* P.T. MUDSILL w/ 518 ANCHOR BOLTS PER PLAN 12'MIN. AT MUDSILL ENDS, WITH 7' MIN. EMBEDMENT, BACK FILL 4%9 1 FOUNDATION WALL NEW T KEY: * EM EXISTINGWALLS LS C-1 NEW WALLS OR MODIFIED D HDU2 HOLD DOWN TYP. TYP 7 STHD HOLD DOWN TYP. 4 3 2 1 0 Z 4' 9 SCALE: 1/4�'= 1'-0" SPECIAL INSPECTIONS LETTER REQUIRED PRIOR TO FINAL Z R W :ii 0 5 PROJECT. ALI EDMONDS DATE; 07/2012019 FILE: ALL DRAWN: N,M. CHECKED: N.M. 01-02 RESUB JAN Z 1 2020 BUILDING DEPARTMENI CITY OF EDMONDS General Sbuctural Notes g= IRC 2015 1 HIC MIS fortreeleal Lateral ds�gn PUASKI ISO = B.... —Is soor A,2, I PEF DEAD -W ES PEP IME—Dfsfi�hm —Cm PEF HEAD LDAB UVE,C"a STARE AND SPEED 110 AM AINT CKPOS E a VOPOCRAPH C FACTOR 1. SSSMOD.I.—N,xv 0 ".—chn—I.Wsm 5 GO "'I IM, I P) 0.0 BOIL IM PEF ALLOWABLE ASSLA[ED gygpf�GSTO UNDISTLRBEG sOIL CONTACTSOL ENGINEMIF SOILIS .�OtAOF�M "Foo"N"I'SHALLS"I'"N"'B"Low OUTSIDE FIN(SHED GFIXOE EXISIRI FOUNDATIONS SHALL Bill WITHOUT MY WOE CRACKS AND SMMEMENTS.CONMT�EENON�R'NHMEOUrIDW�- CONSIST OF PRMONCHArTLY"ELL-GRADED, GRAIJULARSOM., FREE DEBRIS. FILLSH�BEP�EDNAMMWWWWEUFTSMO COMPACMTOAMINMUMOFOSPERCEWrOFTHEP�IMUMD�SrrYArOPTIMU&IUOIMRE MASI M 0,1657TI -ROCEDURES. PC -MINIMUM &In SACKS OFCBGM FER OUSIC YANNO OFOONCREM MAMI UMP I 8EGRI OFMAIEBRIALS TO DEPREVENTED-SANY CUT C�M �Olmm FOR SLAS ON GRADE ASAP AT A MAXIMUM Is SPACING. ASSU REQUIRED. jgffl�IEIARSANDLARGERSH BE GRAM 60 CEFORNED BARS. AND #3 AND NJIMMUM. UON. PROVIDE CORNER EARS FOR ALLWAILLS (Z BEND). AIEUDETI MINI GONFORM To ASTMA-ASAND SHAULSEMBI LAD ONE FLIUMIESHAT SPLICES, COHICRI —TOREBART9 'ou � u FOPJAIEDSURFXEC�. IW PACE r INTERIOR FACE - SMALL BE DESIGNED IN ACCORDANCE Wrill THE T.PA AND I STANDARD. bbd.-I I -I'll I T_ 31ASES, BEANSMDPOSTS(4XjANDGRffI RtLSMOSER BEcommortwuna NAELs. AllfesteTem Incoreact with pressure bestedowleded shell he hot dipped 11NERI ALLOOLTOSHALLCCINFORMTOASTMAEBT. PROVIDEWASHERUNDERTHIR HaD AND NUTSOFAUBOLTSANCLAG SEE STALIESSISTEEL REOUREVENTSONIPLANS. EXISTINGLU&MOR HPLLSESOUDWIT11OLtrANYDRYROT.CCNTA�TTHE GWEERF QUESTIONABILE, i��ASTALqPOFT11EP4ANUI-'ACTVPZR,GWMFTIIENER,ORICSOSEPORT INUMEERAND EQUAUTYCOMIROLAGENECY BEAMS LAMINATEDVINEERILUMBER(DA) Fb-210OPSI C-IOND KS F48"S) PAPNILUELSIRIAND LUll JPSLI �-:BDOPSI R-200A Net P, - 290 PSI ALL PLUS DESIGNATED PARALLAM AND SIMILAR SHALL BE OF TREATED fWnRIAL RESISTAIRr TO OCCAY. AND INSTALLED PER MAMUFACTLREREPRECOMMENVATICN. ALL INSOCEASS"'YORVICING, BLOCKING STIFFERNEIS ETC- SHALL BE DETALED BY ME MANUFACTUM DESIGN SHOWN ON THE BRAVVIII IS BASED Oil TRILI HER 20C, UJA3 LLM Wa��ESHFAIHMVAIHISWCDXPLYMM,SMCKM =PLANS "ON-RALS, SHALL Be ad @&O-C. ONMEE AT PANEL EDGES AND Be 8 12* D.C. FIELD TO slups spAc5o als, GO. See sheor wall Schedule for additional requIrenterls. ROOF PIAPHI APPLY W COX PL7010C (MIRG)IIGN R00R0TFjNAIL WITH 80 a W Do. IrOG AT I SUPPORIEDEDGESAINI fflo P, . PLOCKING. NOT RE= UON, NATUNI ALLINALS SPECIFIED 0 THE DRAWNGS ARE DESIGNEOTO BE ]FOR DIP GALVENI� COTAMO14 OR POWERDRINENINA VINIMUN NAIL CILMNIEFTERAND Ull SHALL SEAS FOL�=& SHEATHINGNALT, ED 0.31X21PI 1 0 "1 gXZ FRAMINGNALS'. IM 0.14BX3 I ED 0I —ANI ALL EPDXY SHALLBEDISPENSED BYME QUA-CIARTRIDGE OR CLASS OAPSUI METEODTOINE npRDPMMNG.C�NO��110�WflliWt�AIRDEFMC FILUNC —1111 INEPECTIONREQUIRED PER DIRAWNING& 4 EN—TCRANNORS-VAILLHAVE APPROVAL R- ORTEY [CC ES FOR POST INSTALLEDCONORTS ANCH—MUSN" —1--IMI—PERTHEFE CARTFEGUROMETS, INSPECTIONS, jurs"I NOTI�BUkOMDEPARME�FOR�MOARDBUI�INGDEPAMMWTINSPEOnONS ASReCUREDWILOCXORCHWANCE lj��LSAFETVPRECAURIONSAIID No FOR THE STRUCTURAL SYSTEM AND COMPONENTS TO PEIRIFORM THE WORK CONTRACTOR SHALL REPORT ANY DIESCREPANCIE TO THE ENGINEER IN WRITING DURING BIDDING PROCESS. 0 S INDICATE GENIBRXAND TYPICAL DETAILSOF CONSTRUCTION4 SIMILAR O-TALS SHM BE USE) WHERE CONENDONSARESIMILAR IN CHARACTSI SUS.ELTMAPPROVAL By THE ARCHITECT OR iHEENGINEEP. ALL STRUCTURAL SYSTEMSAND COMPENENTS SHALL FOLLOWIHE SUPPLIERS GUIDUNE DURING DEUVI STCRAGEAND ERECTION. THE OCINTRACIOR SHALLVERIFY DINTIENSIONSAND CONOUTIONSAT JCGI SITE PRE�FABRICKTED DREMSMENE HANDUDAND INISTALLED PER MANUFACTURER'S RECOMMENDAVONS. SHEAR WALL TABLE Type Material I Nailing I PL.Nalling I PI N.Iffing I A .1 B B:.h To oft— it. I6d@6' 1510,009 4W Specific nota.; (1) Adl mcHad—heer —11. net called out to be SWII (2) Framing members end Shods. and plot.. to be In. 3hr with ralls staggered (3) 2.2X studs may be used In lieu of 3x with 16d at 24".taggered Notes apply to the entire Shear Wall table: Intermediate framing member's nailing to be 12a.c. NaIls(OomRmn):8d=0.I3I'dSx2.S' IGd=O.I4WdI 1110.1 62v dIa X3.&' Block .11 panel culge-Ath min. 2x blocking. Apply net ling 0 all StUdS, top and bottom plales and blocking Framing to be 1 W o.c. Fasteners shall be driven flush with surface of shealffing not and staggered atf.! is. Anchor bolts to be embedded min. of 7" in concrete and to be located not mom = IT and not less than 4ftem end of the waIll 2 AS. par -11). Provide . hot dip galvanized 34 .0.229".0.1her at each AS; THAI W from plate edge.. The hole in the plate washer may be diagonally slotted 1XIGI I Y."provided a standard cuterasherls placed the an the plate "sherantinut. Um,4.5'X3�0.229"0112slded wails Nallsshall 'otbe spaced less then 3/8'fm. adgeafsheathIng Perry wells to be constructed as waill bove, Hill r . at... ne crB.H. 1 "QU2(STHCI 61 511S 6/8"DIE, .0. ok as allamate for 2.2x studs I .75"edge dist new =derll W/Miq7" epoxy .mb lfly Embed in CIP comenstle, - — "cle'Looste Holdown an each side ofthe shearwall Stitch studs ateach end with 10d C'murronatEl'staggened Refer to Manufacturers catalog far proper instalaton Minimum concrete strength is 2600 pal 13111 3--2X6 T28 RFITERS I I 4�1I?14X9li4LVI 0 .5 X 9.5 PSL 4 1). �P JR I1DR R I 1 11 XTTII I ACCESS 22M 1CF EN'f INFEJED ITRTSSfS �ERJMA U UR R D) Do 0 GIRDERTRUSS RF',ERS 41 .2.13/49 in uk H RT 3 lil 112 PSI I D* =IU OR I HDr 4XIO I I HDI (�4 4 'R 2)"CST 4.'4 . RI �TRUS� TIP. 12'-0" R 0 0 F F R A M I N G t I 'V TRUSS TILE I ASH PHALT SH I INGLE )PE TYP. :N FELT 4X5 CONINUOUS ALUM. GUTTER 30ARD 2X8 ROOF& GUTTER SCALE 1"=1' 15# BLDG. PAPER . 1/7 GYP. BID. 1/2'C.D.X. PLYWOHOD— R-21 INSULATION ANCHOR TO WAUL 11 NECESSARY #4 BARS @12 (WI XjC�E.W.OR W1 6"XIS' WAR P TX12 B Wk S12 A B S' L T SUI G I Q T HNE R MA L IR 10 48"O.C.& ��N.S LATIO IN MIN.2'W -4AUIRED IT FROM ENDS 2' IRO .08 N RIMETER 0 GARAGE ROOF #4 BARS C @24-O.C. ,r GRAVEL BEDDING L— BMILL. V.B. LAP SEAMS 127 244 BARS CONT. \— CONC.FND.ON UNDISTURBED SOIL FOUND./SLABTYP. (�) M5�T- KEY: NEW WALLS OR FOUNDATION HDU2 HOLD DOWN TYP. 4 3 2 1 0 2- 4' 8. <� STHID HOLD DOWN TYP. SCALE: 114" = 1'-0-' co cf) z z In =) 0 0 0 ou = W § GO co < z 0 9 z 0 1 1 PROJECT: ALI EDMONDS DRAWN: N.M. CHECKED: N.M. RESUB JAN 2 1 2020 BUILDING DEPAPTIVENT CITY OF EDM )NDS NOTE: INSTALL APPROVED CORROSION RESISTIVE FLASHING AT THE FOLLOWING LOCATIONS PER R703.8: 1. AT TOP OF ALL EXTERIOR WINDOWS AND DOORS (EXCEPT AT SELF FLASHING WINDOWS) 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS 4. CONTINUOUSLY AVOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATFACH TO A WALL OR FLOOR ASSEMBLE OF WOOD FRAME CONSTRUCTION. 6 AT WALL AND ROOF INTERSECTIONS ROOF/ ATTIC VENTILATION ALL VENTS TO BE SCREENED wl 1/4' CORROSION RESISTANT METAL MESH (3) 2"dia HOLES PER VENT BLOCK=7.D sq.in. (NET AREA 74%) NET VENTILATION TO BE MIN. 1 /300 OF ATTIC SAPCE EVENLY SPLIT BETWEEN INTAKE AND EXHAUST 50-A MI N TO 80% MAX OF REQUIRED VENTILATION TO BE LOCATED MORE THAN T-0" ABOVE EAVE VENTS. NORTH ELEVATION SECTION A MAXIMUM EAST ELEVATION 443.3 ACTUAL HEIGHT SOUTH ELEVATION WEST ELEVATION U) Lu R Lu U.) Lu ces < C) CO FILE: ALL DRAWN: N.M. CHECPW. N.M. 4 3 2 1 0 2' 4' 81 01-04 SCALE: 1/4" = l'-O" REsue OEC 17 2019 D�Slgn Emelopq 10: E31FO17B.75F6.474C-9F4E-04C36B458916 LEGAL DESCRIPTION (PER QUIT CLAIM DEED RECORDING# 201902010306) LOT 4, CAPERTON PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 87, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BASIS OF BEARINGS N 00*43'29" E BETWEEN MONUMENTS ALONG 76TH AVE WEST - NAD83(11) PER CPS OBSERVATIONS I REFERENCES,: R1. CAPERTON PARK PLAT, VOL. 15, PG. 87, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. R2. MEADOW PARK PLAT, VOL. 14, PG. 117, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. VERTICAL DATUM NAVD88 PER CPS OBSERVATIONS I SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN NOVEMBER OF 2019. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATON READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 00401300000400 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 7,216 ±S.F. (0.17 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE CPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. ACLI 0 AC UNIT PO POWER METER ASPHALT SURFACE -p- POWER (OVERHEAD) BUILDING PP00 POWER POLE W/ LIGHT CENTERLINE ROW 0 REBAR & CAP (SET) CONCRETE SURFACE -SS- SEVER LINE FENCE LINE (CHAIN UNK) 0 SEWER MANHOLE FENCE LINE (WOOD) STORM MANHOLE x NAIL AS NOTED �J, STORM DRAIN LINE B0 0 SLOW OFF SIZE TYPE G) TREE (AS NOTED) PST0 POST WIM I WATER METER MONUMENT IN CASE (FOUND) WVM WATER VALVE MONUMENT (SURFACE, FOUND) VICINITY MAP N.T.S. J 1, J .81, T J ------ ----- 31-Tj E 1,77 -1 TOPOGRAPHIC & BOUNDARY SURVEY FOUND BRASS DISK rc - - - - - - - - - - - - - - - - - - - - IN 8916'57* W 1336.97' HELD RI R 381*50' HELD R1 T ------------------------------------------------ 79.50- 97' CALVID (796.9V R2) LOT I LOT 2 Lar 3 LOT 4 HELD RI 796. uj Lar 5 t2 ( -21 L-M-2ND PC S W FOUND BRASS DISK IdeN* CONTROL MAP N.T.S. L-------- I -------------------------- N: 301317.304 FENCE 028" CED N:301316.314 E, 1270335.392 fO.6'S E. 1270414.384 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N 89'16'57" W 9.00' 1 4 FENCEJ 12- - - - - - - - - - - - - - - - - 0.31 ENCE FENCE 0 0.9, 0.3'E REBAR B" CH O.3'w 5.01 O/S HED SET NAIL 42.0' SHIN .10 5.0-0/S L-437.4' 12. FENCE �-O.7 . E 4177�1 \fENCE O.2'E _FENCE EAST 1 /4 CORNER 'E ---EAVEL- FOUND GONG .N o W/ BRAS DISK '1, 0.2 f2 IN CASE.SDOWN 0.2' 20.0' L,) 19 e 0 16". 32" DEC -f-AVL 0 C) -8.8 AC 10 0 1. FENCE �% �pzz F L=428. 0 O.1'w A HOUSE NO. 7815 IN FEET FOOTPRINT-1,329 :LS.F. I INCH 10 FT. -ROOF EL=442.6' STEEP SLOPE/BUFFER DISCLAIMER: THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR CONIC i CONSTRUCTION. THE PITCH. LOCATION, AND EXTENT ARE BASED SOLELY ON OUR PORCH) GENERAL OBSERVAnONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE PUBLIC N .3 DOCUME TS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR ...... THEA CURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, %J THE UNITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SET13ACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCT10N CAN OCCUR. A, VIE 12" C N:301225.668 E*.1270334.320 SSMH 0.9 W M=�42 98, 1 ?1M �C(E./W.)-419.23'(C.C.) VAULT-',.n 0 I 8 C, WATER CONTROL L'IE8-4C208 AT SS_4 SS -SS -SS -SS -SS -SS -SS -SS -SS m- --- -- ------ SDMm RIM=428.97' ]N'E 15"CONC=405.77'(E./W.) 1p" E I 2"CONC=423,02'(S.) Corner - Flag_ N:301225.271 E: 1270413.319 SSMH _,\flE'M8 C'I pp IE 8"CONC(E./S./W.)=410.08'(C.C.) _SS -SS -SS -SS SS -SS -SS -SS SS 202ND PL SW INSDMH RIM=418.76' IIE 15"CONC-408.06'(S.) IE 15"CONC=408.01'(W.) s J Front Sides Rear RESUB DEC 17 2019 CITY cory BUILDING DEPARTMENT CITY OF EDMONDS to CA P) Lij o >- LLJ Z to LLI 0 co 00 Z Fn EL -g LLI 0 0 w co Q 0 IL 0 1-- T, C:) S 00 (3) (L) 0) c < (a @ > 0 rL L. z OL DO = f4 0 00 DD U) Ln F- OD (1) IN U) 0) C" c 0 cl 0 JOB NIUMBER: 191481 DATE.* 11)20/19 DRAFTED BY: IDV-GKD CHECKED BY: JGM SCALE: 1"= 10' REVISION WIFORY i vF7191 PER commEmrs SHEET NUMBER 1 OF I