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BLD2018-0280111111111 08 CIV EQAf _0 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 05/15/2018 Pennit#: BLD20180280 Expiration Date: 0-��9 WProject Address: 601 MAIN ST, EDMONDS Parcel No: 00434209804000 ii",I!V1)PEA'1'VOWJ1ER APPLICANT CONTRACTOR LAURENCE & CAROLYNNE HARRIS AIMEE RUSH FAZ KAT AHDIN BUILDERS LLC 430 12TIl PL N 4909 185TH PL SW CIO RYAN GOLDSTEIN EDMONDS, WA 98020 LYNNWOOD, WA 98037 8121 LATONA AVE NE SFATTLE,WA 98115 (425) 774-732 1 (206) 25 1-5687 (206) 265-3405 LICENSE 4: KATATIBL893J) EXP.04/23/2019 *Change of Use fi-omConmiercial to Residential*. Interior bat hroornrentode I and e)aeriorramp add onto front porch and e-deriorrear deck emension VALUATION: $54,640 PERMIT TYPE. Commercial PERMIT GROUP. I I - Change ofUse GRADING: N CYDS: 0 TY13E OF CONSTRUCI ION: RETAINING WALL ROCKERY OCCUPANT GROUP: OCCUPANT LOAD. FENCE 0 X 0 FT.) CODE IOTIJI:R ------- OTHER DESC ZONE: BD2 [NUMBER OF STORIES 0 1 STED DATE ELLING UNITS: 0 11-01- # EXISTING AREA BASLIVIEN I � 0 1 ST FLOOR 0 2ND FLOOR 0 [BASEMENT. PROPOSED AREA 0 1 ST FLOOR 4) 2ND FLOOR 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR 0 GARAGE 0 DECK: 0 OTHER. 0 BEDROOMS 0 BATHROOMS 0 BEDROOMS. 0 BATHROOMS 0 FRONTSETBACK SIDESETBACK REARSETBACK REQUIRED. 0 PROPOSE'D S--0' W=8' �7-QUIRED 0 PROPOSED. E=6" IREQUIRED 0 PROPOSFD HEIGHT ALLOWED 0 PROPOSED 0 IREQUIRED 0 PROPOSED N=33'I I" I SETBACK NOTES Setbacks listed are to proposed additions. Height remains unchanged, additions are unco% cred. PERMIT APPROVAL I AGREETO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THEWORK 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 APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HtS/HER DEPUTY ANDALL FEES ARE PAID. ignqVe Print Narne Date Released By Date ATTENTION IT IS UNLAWFULTO USE OR OCCUPY A BUILDING OR STRI:CR:RE UNT11- A FINAL INSPECTIONHAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10; IRCI TO. = FIRE = APPLICANT = ASSESSOR X�l CtTy STATUS: ISSUED BLD20180280 • Final approval oil a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check thejob card for all required City inspections including final project approval and final occupancy inspections. • Any request foralternate design. modification, variance orotheradministrative deviation (hereinafter "variance") fi-orn adopted codes, ordinances orpolicies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and coils idered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve ail), 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 FCC Chapter 5.30 only during the hours of 7:00arn to 6:00pm on weekdays and 10:00am and 6:00prn 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 530, 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 danlages of NN'hatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deenled to modit�, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. I INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERSWORK TO BE DONE ON PRK/ATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRN/EWAYS, MARQUEES, ErC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A) (6) I TO SCHEDULE INSPECTIONS BUILDI.NG 1. Go to: www.edmondswa.gov 2. Then: Ser\Aces 3. Then: Perm its/Developm ent 4. Then: Online Permit Info 5: If you don't have one already, create a login (upper right hand corner) 6 Schedule your inspection ENGINEERING (425) 771-0220 EXT. 1326 Building Department Inspections are now scheduled online. If you FIRE (425) 775-7720 have difficulties, please call the Building Department front desk for PUBLIC WORKS (425) 771-0235 assistance during office hours. (425) 771-0220 RECYCLING (425) 275-4801 When calling for an inspection please leave the following information� Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • E-Erosion Control/Mobilization • FrBigineering Final B-Preconstruction meetincy it, • B-Isolated Footings/Piers • B-Plumb Rough In • B-Mechanical Rough In • B-Exterior Wall Sheathing • B-Exterior Gypsum Sheathing • B-Fire Blocking / Stopping • B-Framing • B-Insulation/Fneroy • B-Building Final • B-Other L—. Szafran, Michele From: Aimee Rush <aimeelrush@gmail.com> Sent: Monday, April 23, 2018 9:23 AM To: Szafran, Michele Subject: Fwd: LGH replies Re: BLD20180280 Harris Remodel and Deck Addition Michele, Attached is a detail, sent to me from the contractor, in response to the request you sent: "I have reviewed the building plans for the above referenced project located at 601 Main St. in Edmonds and have one comment regarding the proposed fence. The maximum fence height is 6 feet for a fence, however per ECDC 17.30.035.C.2 you may have a 2 foot trellis provided on top of the 6 fence as a decorative element along a street but the trellis needs to remain free of any plantings, vegetation or other visual obstruction." Could we change to fence to 6' and would this detail be sufficient to satisfy what you need? Please let me know if you have any challenges viewing the detail and keep me posted if anything else is needed. Thank you! Aimee ---------- Forwarded messaf�e -- ------- From: <rvan(& ,katandinbuilders.com> Date: Sun, Apr 22,2018 at 12:49 PM Subeect: RE: LGH replies Re: BLD20180280 Harris Remodel and Deck Addition To: lghcpa202(a-),ao1.com, aimeelrush(d),gmail.com HA11 0 1 I see no issue with submitting a "generic/simple" sketch for a-6 foot tall fence- perhaps something you've used on pa t drawings or something simple you can draw like the sketch below that I found quickly on line. Hope Lis helps. Sincerely, Rvan Goldstein. Owner 1 Builder Katandin Builders, LLC ryan@katandinbuilders.com www.katandinbuilders.com 9nA 9Ar, 14nq V PVV-t, ^ - - ofac,"-ey- +- -f-ray !)A0C fVA 10r)s 4r �0 0-# :Z:,VN flo-1 suvv— IV Niuuck -f'o now i S f ro \A otef-4 1-* - im 6'cedar solid privacyfence IAB*rLSIS GS P5 x 4 x 3 oe�q! I OingE S i: e cf gmes btOt' SiCe Cf gSIF-S x Q :::!rzn of fE-nOE It pgn,.�Ks &-*- Cf)E-- -------- Original Message -------- Subiect: LGH replies Re: BLD20180280 Harris Remodel and Deck Addition From: lghcpa202@aol.com Date: Thu, April 19, 2018 8:27 am To: aimeeirush@qmail.com Cc: rvan(a)katandinbuilders.com Aimee: We confirm our understanding that a fence must comply with the 6' height limit along the west boundary, and a 2'trellis is an option. Since we will be renting to a residential tenant initially, we may leave the berm and two existing parking spaces for now, rather than remove the berm to add a third space and a fence. Notwithstanding, we should get approval for the fence and a third parking spot with thit perMit. Then if we wait more than a year to build it, we would have to renew the permit, which wouldn't be the worst thing. (I'm holding out hope we may be able to collaborate with our neighbor to get angle in parking on our west boundary & their east boundary, benefiting both properties. That would require removing the berm & adding the fence. In the meantime, can we confirm the fence specs with a note on the site plan & Ryan could do an informal sketch if required for the permit? Let me know if more is needed, e-mail or 928-680-4396. Thanks. LGH In a message dated 4/17/2018 10:58:20 AM Pacific Standard Time, aimeeirush@qmail.com writes: Attached is a comment from the City of Edmonds. Please let me know how you would like to resolve this issue. Ryan, if you can provide a sketch for how you want to build the fence, I can draft it up, or simply turn in the sketch if that is sufficient. Please let me know how you would like to proceed. Thank you! Aimee ---------- Forwarded message --------- From: Szafran, Michele <Michele.Szafran0edmondswa.gov> Date: Tue, Apr 17, 2018, 10:01 AM Subiect: BLD20180280 Harris Remodel and Deck Addition To- aimeeirush@qmaii.com <aimeelrush@qmail.com> Aimee, I have reviewed the building plans for the above referenced project located at 601 Main St. in Edmonds and have one comment regarding the proposed fence. The maximum fence height is 6 feet for a fence, however ver ECDC 17.30.035.C.2 you may have a 2 foot trellis E)rovided on top of the 6 fence as a decorative element along a street but the trellis needs to remain free of any plantings, vegetation or other visual obstruction. Please l2rovide a detail of the proposed fence and clarify if the fence will meet the above reguirements. Feel free to contact me with any auestions. Reciards, Michele Q. Szafran / Planner City of Edmonds 121 5th Ave. N. Edmonds, WA 98020 425-771-0220, x 1778 michele.szafran0edmondswa-gov General permit assistance, online permits, and Web GIS: http: / /www.edmondswa.ciov/"` handouts. htm I Permit Center Hours: M, T, Th, F 8:00 AM - 4:30 PM Wednesday 8:30 AM - 12:00 PM N City of Edmonds kesubmiftal CheckfiSt PLAN CHECK NO.:?�D-201 DATE: 417-11 OWNER NAME: —rfarr-t—s Resubmittall for Building F-1 Section Views F-1 Floor Plans F� Structural and/or Beam Calculations [:1 Energy Wo rksheets/E nve lope Summary Fj Special Inspection/Testing Form F� Valuation F-1 Response Letter xOther (describe) Aw ke'lujdk6m -clan5 -1v a-o -fz-) st:-A Resubmittall for Fire F� Hydraulic Calculations (Fire Flow) F� Cut Sheets F� Fire Protection Plan F-1 Valuation F] Response Letter F-1 Other (describe) Resubmittall for Engineering El Site Classification Worksheet Drainage Plan/Report Grading Plan Traffic Control Plan Traffic Impact Analysis Engineers Estimate F-1 Bond E] Driveway Waiver Request Response Letter Other (describe) Resubmittall for Planning El Plot Plan El Reduced Plot Plan Elevation Views Height Calculations Landscape Plan Ej Response Letter E] Other (describe) L:\TEMP\DST's\Forms\Resubmittal.doc7/26/2017 Thank you! -a 0 Y DEVELOPMENT SERVICES COMMERCIAL & MULTI -FAMILY BUILDING PERMIT APPLICATION 121 5"' Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221 PLEA SE REFER TO THE COMMERCL4L & MUL TI-FAMIL Y B UILDING CHECKLIST FOR SUBA11TTAL REQ UIREMENTS PROJECT ADDRESS (Street, Suite #, City State, Zip): 'S-'V Parcel #: 00 41-74 2-0 c) ? 0 4DOD (001 MAIR 1. OWDS 1_1A)A,9S02-Q Subdivision/Lot #: ca-4 OT-- �_:'9M.0KV5 ?>Lj�' Ois I)-Oo - -R40 Project Valuation: $ 5 C) C> C�o' APPLICANT: k WteP, Phone: ( zc*) Z51— 5637 Fax: Address (Street, City, State Zip)- --ft, P('t cip E-Mail Address: PROPERTY OWNER- L' A-3 ke tj 6i� W?(V- Phone; M 7-5) �RA I'Vax: Address (Street Ci State, Z!P): EAynmaJ'111 k-mail Address: R) C-O\fy\ N 9302-D \!a\n C-!R 0, OLO LENDING AGENCY: Pht5ne: Fax: Address (Street, City, State, Zip): E-Mail Address: C,QNTRA OR- K4 .. cN., a s+,P,4 vt- 64a)yiky� B4( Phone: (;i� V -,5 - 3 4,051 lax: Addess (Street, City, State, Zip): LaA'y1,%,_ Ak E-Mail Address 1D kA7,Vd,�\Atv\�LkA�Ae�rs. 12- 1\16- r4am *Contractor must have a valid City ofEdmonds business license prior to WA State License #/Exp. Date: KA_TA74'BL993TJ_ doing work in the City. Contact the City Clerk's Office at 425.775.2525 City Business License #/Exp. I�ate: I NS-02.532(a DETAIL THE SCOPE OF WORK: I ii k�d or �aA;-wm Ve, w ejaW a-vt rO.A!�o 0 \17 dD Br�D� PbY-CAA amAq k-Anco�- �ce air-_ AR ck - 9_�4\ C'V\0'y\4L UV_ -k-v PROPOSED NEW SQUARE FOOTAGE FOR THIIS PROJECT: I st Floor: sq. ft. 2" Floor: sq. ft. 3'd Floor: sq. ft. Basement: sq. ft. Garage: sq. ft. Deck/Cvrd Porch: Z 3 2- sq. ft. Other: sq. ft. Retaining Wall: YesE] No 0 Fire Sprinklers: Yes F-] NoF_J Occupancy Group(s): Occupant Load(s): ' Type(s) of Construction: Vf2 Grading: Cut cu.yds. Fill cu.yds. I Cut/Fill in Critical Area: Yes No LJ I declare underpenalty ofperjury laws that the information I haveprovided on thisformlapplication is true, correct and complete, and that I am theproperty owner or duly authorized agent of theproperty owner to submit a permit application to the City of Edm S. Print Name: OwnerEl Agent/Other 0 (specify): Signature: Date: FORME LABuilding New Folder 2010\130NE & x-ferred to L-Building-New drive\Fortn E 2014.docx Updated: 1/17/2014 MECHANICAL Equipment Type Appliance/Equipment Information (new and relocated) Total 9 Furnace Gas #—Elec 9—Other:— # BTUs: <100k— >100k— Location(s) Air Handier / VAV (circle selected) Gas tf Elec 9 Other: 9 CFM: <10k >10k Location(s) AC / Compressor Boiler / Heat Pump Roof Top Unit (circle selected) Gas # HP: Elec # — Other: <3, ____�3-15, ft— BTUs:—<100k, _100k-500k, 500k-IMil 15-30 Location(s) Hydronic Heating Gas #—Elec #—In-Floor —Wall Radiant— Boiler BTUs: Location Exhaust Fans (single duct) Bath # I Kitchen # Laundry # Other: # Fireplace Gas #—Elec #—Other:— #_ Location(s) Dryer Duct M Appliance Type FUEL GAS Appliance/Equipment Information (new and relocated) N Total # AC Unit BTUs: Location(s): Furnace BTUs: Location(s): Water Heater BTUs: Location(s): Boiler BTUs: Location(s): Other: BTUs: Location(s): Fireplace/Insert BTUs: Location(s): Stove/Range/Oven Dryer Outdoor BBQ T OTAL OUTLETS PLUMBING FIXTURE COUNT Fixture Type (new and relocated) Total # Fixture Type (new and relocated) Total # Water Closet (Toilet) Pressure Reduction Valve/Pressure Regulator Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) Water Service Line Tub/Shower Drinking Fountain Dishwasher Clothes Washer Hose Bib Backflow Prevention Device (eg. RBPA, DCDA, ANT) Water Heater Tankless? YesEj NoE] Hydronic Heat in: FloorEj WaIIE] Floor Drain/Floor Sink Other: Refrigerator water supply (for water/ice dispenser) Other: 11 \ FORM E LABuilding New Folder 201 O\DONE & x-ferred to L-Building-New drive\Fonn E 2014.docx Updated: 1/17/2014 CITY OF EDMONDS 121 5TH A VENUE NORTH - EDMONDS. WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 BUILDING APPLICATION ACCEFrANCE Fridav, March 02. 2018 "rhis Application has been accepted by the City of Edmonds for review. More infon-nation and changes may be required during this process. The review target date is: Your City Contact is: CHRISTINA VY'AYLAND Application Number: BLD20180280 Project Address: 601 MAIN ST, EDMONDS PROPERTV OWNER APPLICANT LAURENCE & CAROLYNNE HARRIS AIMEE RUSH FAZ 430 12TH PL N 4909 185TH P1, SW EDMONDS. WA 98020 LYNNWOOD. WA 98037 (425) 774-7321 (206) 251-5687 Work Description: 1171erior haihrooin remodel and exterior ramp add on lo.1ront porch and exterior rear deck extension Outstanding Items at Time of Submittal: �n It is anticipated that the following departments will be reviewing your application: ZD Building Planning Engineering Fire Please NA-ait to re-subi-nit corrections until after you have received cornments frorn all reviewing departments. I I I ER EBY A ( KN 0 WIM) G E TU A T I I IA VE R E,% D T" I S A PPL ICA TIO N' TU AT 111 E I N FO R NIATI 0 N G I VEN IS C 0 R R 11-1, A ND TI IA T I A M TH E PRO PERTY 0 NVN ER, 0 R T11 E D UIN A I - TH 0 R IZFD A G EN T 0 F TI I E P RO P FRTY 0 NV NER TO Z'." — SURMITA BUILDING PERNirr APPLICATTON'TO THE CITN'. �-,, ? yz�)-Dlzl"A NATI-RE(ONN-NER OR AGFN-I) M P1 �f � PRINTNANIE 2-11 S DATESIGNED To 14ew up to date infortnation aboutyour application please visit the City of Edynonds DevelopmentServices website at http.-11www.ednzondswa.gov. OV EbAf CITY OF EDMONDS 121 5TH AV'ENUT NORTH - EDMONDS. WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 I CRITICAL AREA APPLICATION ACCEPTANCE Moil day, March 05, 2018 Your A pplication has been accepted by th e City of Ed monds and Nve will start the application process with th e inforniation you provided. More information and changes may be required during this process. The decision target date is . Application Number: CRA20180030 Project Address: 601 MAIN ST. EDMONDS PROPERTVOWNER APPLICANT LAURENCE HARRIS AIMFERUSHFAZ 430 12TH PL N 4909 185TH PL SW FDMONDS, WA 98020 (425) 774-7321 LYNNWOOD, W A (206) 251-5687 To vieiv up to date infornzation about your permit please visit the Ci�v of Edmonds Development Services website at http://Www.ci.edmonds.wa.us. T . A of ED41 LP /"C. March 27, 2018 CITY OF EDMONDS 121 51h Avenue North Edmonds, WA 98020 DEVELOPMENT SERVICEs DEPARTMENT Building - Engineering - Planning Website: w\tvw.edmondswa.gov MR. LAURENCE HARRIS 43012 TH PL N EDMONDS WA 98020 Re CRA 2018.0030 Dear Mr. Harris, Dave Earling Mayor PHONE: 425.771.0220 Fax: 425.771.0221 Enclosed please find a check in the amount of $100 which was written in payment of a Critical Areas Determination. I understand that you wish to withdraw this check as this amount was paid over the phone by credit card. If you have any questions, please let me know. Regards, Christina Wayland Permit Coordinator End f r , 1,� ) n e! I /I (X) I ( Q'i 7) C _Q_� [P DEVELOPMENT SERVICES COMMERCIAL & MULTI -FAMILY BUILDING PERMIT APPLICATION 121 5b Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 It Fax 425.771.0221 PLEASE REFER TO THE COM�IERCIAL & MULTI-FAAHLYBUILDLVG CHECKLISTFOR SUBAHTTAL REQUIRE1EIVTS PROJECT ADDRESS (Street, Suite #, City State, Zip): 601 MAN S-,T i5vi,& ot�y,>s LA)A �Ozo Parcel 004'5J42_0c)90400D Subdivision/Lot #: CkTl t)T-- Wm0t49-5 12>u�, CA% V-00 - -IK40 Project Valuation: $ 13c), C>C$0 APPLICANT: Ai mze k,�,sk -Fal-7- Phone: (zb0251_5CK71 Fax: Address (Street, Ci State Zip)- ,qqui VA", ftQ k-400tiX04 9963:T E-Mail Address: 0-tVI�YLI, S 11 CG �4, PROPERTY OWNER: LkAE0 Phone- (4 7-r:,) .tax: Address (Street City State, Zip): 120 IW�)IOtCo_ N EJM6,aJS 9802-0 il Address: rZk C OLO co"'A L&DING AGENCY: Phi5rne: Fax: Address (Street, City, State, Zip): E-Mail Address: QQNTRAC OR-* K.kJaA o; Ka4a/QiyA b4t Phone- (iQ U.5 - 34051 Fax: Addess (Street, City, State, Zip): La* Yi iK— AL LIE Sf� � F I I -S E-Mail Address r � a.,1A ZD kA-k A kn A i YN "o (&A � Aer_S Oba *Contractor must have a valid City ofEdmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 WA State License #/Exp. Date: KATO BL993TI / 4/2-3/1 City Business License #/Exp. Date: I NR-02-1532-(. DETAIL THE SCOPE OF WORK: 4C&I OV- b4-01kPOW yle-a4c)OW q:�Jjd Y7 PROPOSE NEW SQUARE FOOTAGE FOR THIS PROJECT: I st Floor: sq. ft. 2d Floor: sq. ft. 3d Floor: sq. ft. Basement: -sq. ft. Garage: sq. ft. Deck/Cvrd Porch: Z 7=sq. ft. Other: sq. ft. Retaining Wall: Yes No Fire Sprinklers: Yes NoF� Occupancy Group(s): Occupant Load(s): I Type(s) of Construction: Grading: Cut cu.yds. Fill cu.yds. I Cut/Fill in Critical Area: Yes X0 Ideclare underpenalty offierjury laws that the information Ihaveprovidedon thisformlapplication is true, correct and complete, andthatIam theproperty owner or duly authorized agent of thepropeny owner to submit apermit application to the City of Edm S. Print Name: Owner Agent/Other 0 (specify): Signature: k 1A 45i� 6!4A 10 FPC27 Date:' 312.11 I . FORM E LABuilding New Folder 201 0\130NE & x-ferred to L-Building-New driveTorm E 2014.docx Updated: 1/17/2014 MECHANICAL N Equipment Type Appliance/Equipment Information (new and relocated) N Total N Furnace Gas #—Elec #—Other:— # BTUs: <100k— >100k— Location(s) Air Handler / VAV (circle selected) Gas # Elec # Other: # CFM: <10k >10k Location(s) AC / Compressor Boiler / Heat Pump Roof Top Unit (circle selected) Gas #—Elec BY: #—Other:— <3, _3-15, #_ BTUs:—<100k, _100k-500k, 500k-IMil _15-30 Location(s) Hydronic Heating Gas #—Elec #—In-Floor —Wall Radiant— Boiler BTUs: Location Exhaust Fans (single duct) Bath # I Kitchen # Laundry # Other: # Fireplace Gas #—Elec #—Other:— # Location(s Dryer Duct I Appliance Type Appliance/Equipment Information (new and relocated) Total AC Unit BTUs: Location(s): Furnace BTUs: Location(s): Water Heater BTUs: Location(s): Boiler BTUs: Location(s): Other: BTUs: Location(s): Fireplace/Insert BTUs: Location(s): Stove/Range/Oven Dryer Outdoor BBQ TOTAL OUTLETS PLUMBING FIXTURE COUNT Fixture Type (new and relocated) Total # Fixture Type (new and relocated) Total # Water Closet (Toilet) Pressure Reduction Valve/Pressure Regulator Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) Water Service Line Tub/Shower Drinking Fountain Dishwasher Clothes Washer Rose Bib Backflow Prevention Device (e-g. RBPA, DCDA, AVB) Water Heater Tankless? Yes E] NoE] Hydronic Heat in: Floor WalIE] Floor Drain/Floor Sink Other: Refrigerator water supply (for water/ice dispenser) Other: FORME LABuilding New Folder 2010\DONE & x-ferred to L-Building-New drive\Fonn E 2014.docx Updated: 1/17/2014 oV EDAI DATE: March 23, 2018 CITY OF EDMONDS PLAN REVIEW COMMENTS ENGINEERING DIVISION (425) 771-0220 City Website: www.edmondswa.gov TO: Aimee Rush Faz AimeeLRush@gmail.com FROM: Mitch Boyd, Stantec Consulting Services Mitch.Boyd@edmondswa.gov RE: Application #: BLD20180280 Project: Harris — Remodel, Ramp, and Deck Project Address: 601 Main Street During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit revised plans/documents including a written response to each item below. Resubmittals can be made at the Development Services Department on the 2 d floor of City Hall. Permit Center hours are N4, T, Th & F from 8am-4:30pm and on Wednesdays from 8:30am-noon. City of Edmonds handouts, standard details, application and other forms, and development code may be referenced on the City website: www.edmondswa.gov under Services/Permits and Development. SITE PLAN 1) All existing utilities should be shown from the city main line/lateral to the structure should include but is not limited to water sewer storm no er gas and cable. . 2) 3) 4) 5) 6) L/ This Show haul routes as the project is in a downtown area. Confirm the rockery in the right-of-way near the north end of the project will be removed. Will there be excavation involved with the project? If so, please provide silt fence per City of Edmonds standard detail El.l. Please add a note to the plans that filter socks will be added to any catch basins downstream from the construction site. Incorporate and reference City standard detail E1.3. Please add a note to the plans that all disturbed soils will be compost amended per BMP T5.13. -------------- Citv of Edmonds OV E 1),V 0 0 PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 DATE: March 22, 2018 TO: Aimee Rush Faz Aimeeirush@gmail.com FROM: Eric Carter, Plans Examiner RE: Plan Check: BLD2018-0280 Project Address: 601 Main Street Scope: Interior remodel, Addition of Accessible Ramp and Rear Deck. VB Construction. B Occupancy. Please be advised that the building plans for the above referenced project have been disapproved for the purposes of obtaining a building permit. During a review of the plans by the Building Division for compliance with the applicable building codes, it was found that the following information, clarifications, or changes are needed. Reviews by other divisions, such as Planning, Engineering, or Fire, may result in additional comments that require attention beyond the scope of this letter. Items that recur on this list appear in italics. A complete review cannot be performed until the revised plans/documents, includini! a written resvonse in itemized letter format indicatiny, where the 'clouded' or otherwise hii!hlip_hted chan2es can be found on the revised plans, have been submitted to a Permit Coordinator. Resubmittals must be made at the Development Services Department on the 2 d Floor of City Hall. Permit Center hours are M, T, THz, & F from 8am-4:30pm and frorn 8:30am- I 2pm on Wednesdays. This building plan review cannot be completed until we receive the following items: General: 1. It appears that this spaced is to be utilized as a B occupancy. Please provide on the plans the intended occupancy as defined in chapter 3 of the 2015 International Building Code. 2. An occupant load of 7 is noted on the plans but how that number was calculated was not identified. Please identify on the plans the use of space and type of seating, fixed or unfixed. 3. Indicate on the plans the restroom meeting the requirements of IBC Table 2902.1/1109.2 and ICC A 117.1-2009 section 604. The public shall have access to the accessible restrooms at all times that the building is occupied. 4. It appears that kitchen facilities are indicated on the plans. The kitchen facilities are required to be accessible in accordance with IBC 1109.4. Please indicate the required accessible provisions in accordance with ICC Al 17.1-2009 section 804 on the plans. Furthermore; the "range" will be required to have exhaust provisions. Indicate on the plans the type of hood to be provided as identified in Table 507.1.2 and the CFM rating. 5. Clarify on the plan the represented placement of the water heater serving the lavatory. It does not appear to meet the maximum piping length per Washington State Energy Code (WSEC) Table C404.3. 1. Utilization of an instantaneous water heater for the lavatory is typically proposed to avoid having to install a tank -type water heater in the same space and still meet the accessibility requirements of ICC Al 17.1-2009 6. The door hardware does not appear to be noted on the plans. The door hardware is required to comply with ICC A 117.1-2009 section 404.2.6. Please indicate on the plans. 7. Signage for both the public restroom and exit requires tactile exit signage in compliance with ICC Al 17.1-2009 chapter 7. Please indicate the location of the signage on the plans. Provide as part of a complete building permit application submittal 2015 Washington State Energy Code (WSEC) 'Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all Rl' as required for the selections noted on the 'Interior and Exterior Lighting Alterations' section of the WSEC Lighting Summary — LTG -SUM — supporting the compliance of a proposed installation. The completed forms must include 'LTG -SUM', 'LTG-INT-SPACE' or'LTG-INT-BLD' as applicable, and 'LTG-CHK', at a minimum. A 'lighting plan', representing the proposed lighting installation, along with a 'lighting fixture schedule' that includes the lighting fixture wattage and a lighting control narrative, must be Provided to verify that the methods utilized in meeting the applicable provisions have been identified on the plans. 9. Handralls are required in accordance with IBC101 1.11. Please indicate on the plans the required handrail to the exterior elements on the plans. 10. The window located within the upper portion of the ramp to the main entrance appears to be located in a hazardous location and will be required to be "safety glazed". Please indicted on the plans. 11. Accessible parking spaces are to be provided in accordance with IBC 1106. 1. Please add the required accessible van parking stall to the plans. Page 2 of 4 12. The proposed 2x6 joists for the new deck are over spanned for the intend 75 pounds of live load, 10 PSF of dead load, wet service and incising factors in accordance with IBC chapter 16. Please revise the joist size or decrease the span. Furthermore; structural calculations are required to be provided. 13. The proposed 4x6 beams for the new deck are over spanned for the intend 75 pounds of live load, 10 PSF of dead load, wet service and incising factors in accordance with IBC chapter 16. Please revise the joist size or decrease the span. Furthermore; structural calculations are required to be provided. This plan review is considered incomplete, additional comments may generated upon the second review. Please let me know if I can be of any additional assistance. Eric Carter Page 3 of 4 GENERAL NOTES LIFE SAYETY IN OTES (continued) FRAMING NOTES (continued Nothing in this pen -nit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming, or unpermitted 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 1condition may be the subject of a separate enforcement action. Sound/noise originating from temporary construction sites as a resUIL 01 Q011SU-ULA1011 dULIVILY d1t; VAU111PL 11V111 U11C nolse 111111Lb only during the hours of 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, lunless 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. 1�urb 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 alarms 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 alarms shall be hard -wired with battery backup, and when more than one smoke alarm 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 .When one or more sleeping rooms are added or created. IRC R315, 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 requirements: -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. I Escape windows located under decks or porches must have a path 36 inches in heizht to a vard 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. IRC R311.7.5.1 IRC R311.7.5.2 IBC 1009.7.4 FOOTINGS&OUNDATIONS 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 3"x3"xO.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 intermediate support by approved hangers, 2 h nominal blocking, or attachment to a rim board. C 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 frQ ' tll,- f.amir.,ginsplection, �a'rmnimum 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 8-10d 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"x3O" 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 warm -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. 00 cr, > < C rq E 71, U 0 E CID r- U M Z Z U �D U �D U CN MECHANICAL NOTES FLUMMINU IN U4L,'S PIKE-KATED UONSTKUUTION Provide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4 A 30"00" 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. IIRC 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 1FGC 303.3 304.4 304.5 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 opening s/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 terminate outside of the building, 3 ft. from any openings into the building. The termination 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 permanently labeled or tagged within 6 ft. of the dryer connection. IIRC M1502 M1601.4.1 G2439 IMC 504 1FGC 614 Hydronic heating system piping shall be tested at 100 psi water pressure or I V2 times 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 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 minimum3/4" drain and the drain shall terminate 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 F��ing 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 1" air -gap required at dishwasher. UPC 414.3 Hose bibs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. UPC 603.5.7 Soaker and jetted tubs shall be installed and supported per the manufacturer's installation specifications. UPC 409.6 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 V2 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 fon-n 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 Draftstops 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 1.000 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. Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 inch wood structural panels or other approved materials adequately supported 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 undisturbed and can be freely accessed. 2) The surveyor shall locate the elevation of the first floor prior to the City under -floor inspection. 3) A final letter of height confirmation shall be provided upon completion of the structure. Z 00 E rq :2 COO Cn E C) U C� V) C/) Z C CN 2 No 14"ym f""?':�f 9-0 wov r' %5sw 0A -P I'D ALLEY PaE tD cmm LANISCAPE 11111i&I I am 111m PROPERTY OWNER: LAURENCE HARRIS PHONE: (425) 774-7321 EMAIL: Ighcpa@aol.com APPROVED CONTRACTOR: KATAHDIN BUILDERS CONTACT: RYAN GOLDSTEIN PLANS MUST BE PHONE: (206) 265-3405 EMAIL: ryan@katandinbuilders.com ON JOB SITE SITE ADDRESS: 601 MAIN ST EDMONDS, WA 98020 PARCEL #: 00434209804000 LEGAL DESCRIPTION: CITY OF EDMONDS BLK 098 D-00 TR 40 TAX CODE AREA: 00210 LOCATED WITHIN DOWNTOWN ALLIANCE BOUNDARY ZONING: BD2 SCOPE OF WORK: INTERIOR REMODEL, REAR DECK EXPANSION NEW ACCESSIBILITY RAMP TO FRONT PORCH. 30' 30' PMKING (2) STALLS IT 011' 2R 07.2Y C5 5T Ifit C:) 611 W MNG 145 �F. 7- j HEAT PUMP OITICE , ILDING "'"4 m L UNIT mpot fmd: 7 r_7 411 DISING PORCH 92 &F. is*- MAGE 0'- 4- 4" 2R 06-V V 1�! 012, 2R 06Y Pon POLIO MAIN ST SITE PLAN SCALE: 1" = 10'-0" ALLEY emK GROSS SITE: 3,049 SQ. FT. (0.07 ACRE) Rom EXISTING BUILDING: 783 SQ. FT. %U "W EXISTING PORCH: 92 SQ. FT. 3 O�' (OD 724'� 'r_ . .-f'= --- < EXISTING DECK: 145 SQ. FT. �y DECK EXPANSION:162 SQ. FT. oe j ACCESSIBLE RAMP: 70 SO. FT. GROSS BUILDING: 1,252 SQ. FT. io�w "-o" % OF SITE: 41% 'Not" i""uni='ia ... on ra or Bite condition whiris 'i=n ofPs to to - - , be 1%. S."h saf.wereentatti.... subje APPROVED 4&14 4 LA I ILC- I ?"o � STP-l� 6r-- 10 C'I FOR ER0.11M klj�fl-IROLMJID DRAIPJACE Pro as shell b, .Q11,10iril, g tly exis%g legal LLJ Iled building, atm�uns > 'tB,d th "' o't" 1 0 " < 9. f.hthr..rlh tion, � shown on the hl'ung, structure or t 0 a separate 4� 10 MAIN ST RECEIVED M,AR 02 2018 PROPOSED SITE PLAN BUILDING SCALE: 1" .= 10'-0" ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE N z U C�I`Fy EDMONDS BUI PING DEPARTMENT WORK A D D R ES S OWNER APPROVED DATE:.�� BLDG. OFFICIAL: PERMIT NUMBER --J�'w)Aola ODRO CL OWNEPiCONTRACTOR RESPONSIBLE FOR LOCAT NG All OR-SrfE UTILMES. ING RELOCATIOWRIEVISION TO AW LITILMES L-Li MAY RtGURSSEPATIAn PERMIT CJ W V) Ln 00 CD < 'j 3�: C6 L'j n� 0 z I ID 0 < L] ERING Z' zone -&-a Corner Flag �y_ C-D 2 0C) a', 00 _A/ Letbacks R tred F Actual rout 0 _j �D LLJ c- <r U) Sides R&v- Met Hem. > L- co U'5kA ED 0� G� D: cD cD z 0- RESUB APR 0 2 2018 DATE: BUILDING D5PA11- .I,., .."ClENT E S CITY copy 2/28/2018 SCALE1 V= 10'-0' SHEET; A 0 NORTH TYPICAL INT. WALL DOUBLE 2x4 TOP PLATE �' GWB (BOTH SIDES) 2X4 STUDS 016'0.C. 2x4 SILL PLATE INTERIOR WALL SECTION_ SCALE: �' = 1'-0" LL J-HR FIRE RATED EA T WALL' PLATE GA FILE NO Wri 8105: HORIZONTAL LAP SIDING EXTERIOR SIDE: One layer 48" wide BUILDING PAPER a" type X gypsum sheathing aplied parallel to 2x4 wood studs 24 o.c. GYP. SHEATHING with 1j" galvanized roofing noils 4"o.c. CDX PLYWOOD at vertical joints and 7"o.c. at intermediate studs and top and bottom R-21 INSULATION plates. Joints of gypsum sheathing may 2x6 STUDS be leftauntreated. Exterior cladding to be tt..hed through sheathing TYPE 'X' GWB to studs. INTERIOR SIDE: One layer J' type X gypsum wallboard, water-resistant EXISTING OPENINGS gypsum backing board, or gypsum S veneer base applied parallel or at righ angles to studs with 6d coated i t DOUBLE 2x8 HEADER nails, 1j" long, 0.0915" shank, �' heads, W/ R-10 RIGID INSULATION 7" o.c. (LOAD BEARING) [0__�fE,RIOR WALL SECTION Sc —0. TABLE R402.1.1 - INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTOR 0.30 SKYLIGHT U-FACTOR 0.50 GLAZED FENESTRATION SHGC NR CEILING R-VALUE 49 WOOD FRAME WALL RVALUE 21 int MASS WALL R-VALUE 21/21 FLOOR R-VALUE 30 BELOW -GRADE WALL R-VALUE 10/15/21 int. + TB SLAB R-VAILLIE & DEPTH 10, 2 ft b 5T Iffit 61? QV UP -6- ELEC. 321 x 5CH 3fW x WH METER SH S1103? I Mr r --- I I -- [LED. WINDOWS REMOVED FOR EXISONG DECK I I PANEL NEW 72' x 80' SGD 145 S.F. OFFICE �EIJIS��NIG M DECK I I OISIS 0 16" . . J jo F73 i F (2) 36, X ao—SET V X W I I 3'-.8" 24' X 80' EXISTING 4,4' EXISTING 44 -Z ----- r P.T. POSTS 6, I LA—T—iROOM - - - - + i 0 > 11AT PUMP L EXTERIOR UNIT (DUCED SYSTEM REMOVAL OF W/ AIR HANDLER 1 NON -BEARING IN CRAWLSPACE). :,INTERIOR WALLS- I INSTALLED UNDER 4-- > I EB UIT 3V X W >' BID20180069 GREAT ROOM HEAT PUMP SPECIFICATIONS: MITSUBISHI 2 TON HEAT PUMP MODEL —EXISTING 2x12 CEIUNG- I PUZA30NHA6 MITSUBISHI 2 TON I JOISTS @ IS' D.C. EE I AIR HANDLER MODEL (EXISTING ROOF TO #PVAA30AA EXTERIOR WALLS) 93 I I *EAST WALL ARE RATING: TALENO �A WIP 8105 (SEE DETAIL B/AI) L 327W x 54H 327W x 54"H VWxVH SH S110 3f SH SRI@ 3� SH sill@ 327 1 EXISTING PORCH 92 S.F. 'Is ------------ ------ t 18'-4" 2R 06S 20'-4" rj DEMOLITION MAIN FLOOR PLAN Z Z I 0 7', 0 0 PROPOSED DECK HARDWARE LEDGER TO BUILDING - (2) � LAG BOLTS STAGGERED 0 16' D.C. JOIST TO LEDGER - LUS X JOST TO BEN - 12.5 (BLOCKING BETWEEN JOISTS) BEAM TO BEAM INTERSECTION - A44 (EACH SIDE OF CONNECTION) ST 012' BEAM TO POST - BC6 6R Or POST TO FOOING - EPN9 V'b*V� 14SIA IW(� T,T- SfKVA AlIMO COMPOSITE DECKING PERPENDICULAR TO JOIST DIRECTION X-2- F 00-TI N C, sper, -F1 N tif A 161, A ?,' CON C,. T�9- P-ACI�- WAi SOS 5TP,19- NO-Tes 141�-( s4wt S X 0 YPANDFD DFf.K -6- S-4' RED. MEIER ----AW10LFDGER EXISTING WINDOWS HEADER DOL 2x8 SPANS C OPENING FOR MEW x 80 . SGD I I ffppac[L NEW 72' x 80' SGD NEW 46 OFAVNSTING 44 P.T. POSTS 7'-3- Mali gL (2) 9 X V I li ig ALL SD FCTOO CLOSET DETECTI �INTIRCINNECIEO I SCO BE + �iiNGUISHERJ-4: 0. BATHROOM V p 10 'j m ce b 783 S.F. NEW 31' X NEW INTERIOR WALL& Wi'L (SEE DETAIL A/AI) �E RANGE FRIDGE 24"Wpq 30x 25 L GREAT KITCHEN UNIT ROOM 3'-0 6'-0 MIN. 100 Cri-A r0fts�x F*A EXISTING 202 COUNG JOISTS 0 IV D.C. (I]XISTNG ROOF TO EXTERIOR WALLS) TR L 1 327W x V 32"W x 547H - - - - - - - - - --- 3rW x 5t'fl I M All�V 9 A SH iill@ V EXIONG PORCH —F 5'-0" �2 S UP IT Off 18'-4" 2R 06.5' Ili- 20'-4" PROPOSED MAIN FLOOR PLAN SCALE: 0- RESUB APR 0 k � --R1R1 G,O, r : S 3 3 2x6 D - LCK_J_�7, 0 IV D.C. 5'-9- i b $EAST WALL ARE RATING: GA FILE NO F 8105 (SEE DETAIL B/Al) NEW RAMP APPROX. 148 S.F. 1:12 SLOPE (max. rise V litm. landings) .4 RAMP/STAIR NOTES-. MIN. WDTH - 9 MAX. RISE - 7 r MIN. TREAD - IT HANDRAILS TO BE CONTINUOUS, MOUNTED W-38' ABOVE STAIR NOSING NTH A GRIP DIMENSION OF 1 �-2'. WHERE USED AS A GUARDRAIL, MAX OPENING IS e. EXTERIOR HANDRAILS TO EXTEND 127 BEYOND TOP AND 2Y BEYOND BOTTOM RISERS. &juAgD1ZM -k. k-- 41" A - RF-CERVF-D MAR 02 2018 BUILDING NORTH U Lj-j M E] El 0- U 1:1 Lj CL CL 06 06 LI]l E:1 -j LJ CD 01) CN 0 I.— DO (r) CY) Z < Ld C) Z Ltj Z Lj Q'- 0 Z D (0 0 < _j U LU LL I Z �j: M V) CD 00 0' 0) -j �,D < U-) M D: L �-_l N 41 Ln < Lo > L- 00 "o 0 0, CD S V) 0" —j P:l DATE: 2/28/2018 SCALF1 AS SHOWN SHEET: