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BLD2018-1643�41*&"Iiav!.W-3kqm:roril 0=1 1, 1 t fat I 'PEFI-IfA Type: RESIDENTIAL LDG Owner/ Business: TROUT HOLDINGS-ROBERT FOLGEDALEN Status: ISSUED Subtype: ADDITION 'ceiNo:00488800400602 Site Address: 23309 76TH AVE W EDMONDS,WA 98026-8707 Applied: 12/21/2018 livision: 004888 Lot: Issued: 3/5/2020 nklers: No Lot Area: 35 Zoning: RS-8 Final: 208,373.10 Occupancy Type: Construction Type: Expiration Date: Y122'021 3 No. Stories: 0 # of Dwelling Units: 0 Issued by: #AC rk: TROUT HOLDINGS -ADDITION 4 WA State Contractor L & I #: City of Edmonds Business License #: 6024S4996-001-0 fl� CONTACTS 6-- PE NAME ADDRESS PHONE EMAIL TROUT HOLDINGS-ROBERT 8512 122ND AVE STE 235, (206)799-9311 R.FOtGEN@GMAIL.COM FOLGEDALEN KIRKLAND WA 98033 CT RICH DESIGN GROUP -RICH (253)951-8049 RICHDESIGN1@COMCAST.NET MELCHIOR ACTOR OWNER Owh�R TROUT HOLDINGS-ROBERT 8512 122ND AVE STE 235, (206)799-9311 R.FO"�GEN@GMAIL.COM FOLGEDALEN KIRKLAND WA98033 FEE INFORMATION DESCRIPTION ACCOUNT AMOUNT PAID PAID DATE RECEIPT # B-BUILDING PERMIT FEE 001.000.322.10.000.00 $1,754.00 B-BUILDiNG PLAN REVIEW FEE 001.000.345.83.000.00 $1,406.00 $1,406.00 12/21/18 REC075133 B-MECHANICAL PERMIT FEE 001.000.322.10.000.00 $60.00 B-PLUMBING PERMIT FEE 001.000.322.10.000.00 $100.00 B-STATE BUILDING CODE SURCHARGE 001.000.237.lSO $6.50 ENGINEERING INSPECTION FEE 001.000.341.82.000.00 $400.00 $0.00 ENGINEERING REVIEW FEE - OVER 3 REVIEWS 001.000.341.82.000.00 $100.00 $0.00 X-CREDIT CARD TRANSACTION FEE 001.000.341.43.100.00 $42.18 $42.18 12/21/18 REC075133 X-TECHNOLOGY FEE 001.000.321.99.100.00 $35.00 TOTALS: $3,903.68 $1,448.18 CONDITIONS CONDITION TYPE STATUS NOTES DAMAGE TO FRONTAGE FOR Contractor/Owner shall be responsible for repair/replacement of all damage to utilities IMPROVEMENTS INFORMATION and/or frontage improvements in city right of way per city standards that is caused by or occurs during the permitted project. ESC REQUIRED FOR I INFORMATION Maintain erosion & sediment control per city standards. I Printed: Thursday, March 05, 2020 11:41:46 AM I of 3 -4 I I .Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, Hold Harmless arising directly or indirectly from the issuance for this permit. Issuance of this permit shal' 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 Build', Occupancy Official prior to use or occupancy of the building or structure. Check the job card f9/1 required City inspections including final project approval and final occupancy ir� Any request for alternate design, modification, variance or other administnit;? (hereinafter "variance") from adopted codes, ordinances or policies must be. requested in writing and be called out and identified. Processing fees for suc shall be established by Council and shall be paid upon submittal and are non-, Permit Disclaimer Approval of any plat or plan containing provisions which do not comply with ci and for which a variance has not been specifically identified, requested and col the appropriate city official in accordance with the appropriate provision of citV state law does not approve any items not to code specification. Sound/Noise originating from temporary construction sites as a result of construc activity are exempt from the noise limits of ECC Chapter 5.30 only during the hour's 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 constru sites/activities must comply with the noise limits of Chapter 5.30, unless a variance. been granted pursuant to ECC 5.30.120. UNDERGROUND UTILITY FOR Call for locates of underground utilities prior to any excavation. LOCATES INFORMATION INSPECTIONS . COMPLETED SEQID INSPECTION TYPE INSPECTOR RESU LT NOTES DATE B-2 FOOTINGS B-2 FOUNDATION WALL B-4 FRAMING B-3 GAS PIPING TEST B-3 MECH ROUGH IN B-3 PLUMB GROUND WK B-3 PLUMB ROUGH IN B-1 BUILDING PRECON B-3 ROOF SHEATHING B-2 SLAB INSULATION B-3 EXT WALL SHEATHING B-7 BUILDING OTHER INSP B-1 SETBACKS B-3 STUCCO X-3 BUILDING FINAL" E-3 STRIVI FOOTING DRAIN A-1 ENGINEERING PRECON Printed: Thursday, March 05, 2020 11:41:46 AM 2 of 3 Printed: Thursday, March 05, 2020 11:41:46 AM 3 of 3 0] , Description: Trout Holdings - Frontage new c-g and sidewalk Address: 23309 76TH AVE W EDMONDS WA 98026-8707 PermitType: RIGHTOFWAYMINOR I Permit Subtype: RESIDENTIAL ISSUED: 03/05/2020 EXPIRES: 03/05/2021 Parcel Number: 00488800400602 NAME TYPE NAME ADDRESS PHONE APPLICANT ROBERT FOLGEN-TROUT HOLDINGS 8512 122 AVE STE 235, KIRKLAND WA 98033 LLC CONTRACTOR DESIGN QUALITY CONCRETE 4702 67TH AVE N E, MARYSVILLE WA 98270 OWNER ROBERT FOLGEN-TROUT HOLDINGS 8512 122 AVE STE 235, KIRKLAND WA 98033 LLC DESCRIPTION AMOUNT PAID ENGINEERING INSPECTION FEE $300.00 $0.00 RIGHT OF WAY MINOR PERMIT FEE $100.00 $0.00 REQUIREMENTS REQUIREMENT TYPE NOTES TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED The Applicant has signed an application which states helshe holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW RELEASED BY Printed: Thursday, March 05, 2020 11:52:12 AM 1 of 2 CONDITION TYPE NOTES' Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. Contractor/Owner shall be responsible for repair/replacement of all damage to utilities and/or DAMAGE TO FRONTAGE frontage improvements in city right of way per city standards that is caused by or occurs during the IMPROVEMENTS permitted project. ENGINEERING OTHER ESC REQUIRED 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 officials, employees, and agents from HOLD HARMLESS any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of 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. 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 7:00am to 6:00pm on SOUND OR NOISE weekdays and 10:00am to 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. UNDE GROUND UTILITY Call for locates of underground utilities prior to any excavation. I LOCATES 7 INSPECTIONS INSPECTION TYPE DATE RESULT NOTES COMPLETE E-7 CONCRETE SIDEWALK E-7 CURB E-7 TRAFFIC CTRL I T X-2 ENGINEERING FINAL" Printed: Thursday, March 05, 2020 11:52:12 AM 2 of 2 EXEMTTION FROM CONTRACTOR REGISTRATIONYERMCATION FORMD The undersigned property owner or authorized person as described below, has applied for a building permit from the City of Edmonds and claims that he/she/it is exempt from providing contractor registration in accordance with the provisions of RCW 18.27. The property owner or authorized person, by their signature below, ' hereby verifies to the.City of Edmonds that- nd all 0 Value of work under $500.00. The aggregate contract price of labor and materials a other items required for the project.is less than $500.00 and is not part of a larger operation to be -undertaken on the property. This exemption does not apply to a person -who advertises or puts out any sip or card or other device which might indicate to the public that �e/she is a contractor, or that he/she is qualified to engage in the: business of contractor. RCW 18.27.09Q(9). Owner who contracts for a project. A property owner contracting with registered contractors for the project, and -who him/herself is not performing any activity of a contractor for the purpose of leasing or selling improved property that he/she has owned for less than twelve months. RCW 1827.090(l 1). Work performed personally on own. property. Anyone personally working on property 1-(i�/she owns, or at which he/she resides, as long as the property owner, or resid nt, do s not perform any activity of a contractor on his/her property for the purpose of selling, demolishing, or leasing the property. RCW 18,27.090(12). 0 Use of own employees. Property. owner using him/herself or his/her own employees to perform maintenance, repair, and. alteration work in or upon his/her own property. RCW 18.27.090(13). 0 Licensed Architect, engineer, electrician or plumber. All work perfortned under thi� permit will be performed by an architect, civil or professional engineer, certified electrician or certified plumber operating with�n the scope of his/her certification. RCW 18.72.090(14). 0 Other. Specify which provision of RCW 18.27.090 applies: THE UNDERSIGNED PROPERTY OWNER OR AUTHORIZED PERSON HEREBY VERIFIES THAT ALL INFORMATION PROVIDED. ON THIS FORM IS TRUE AND ACCURATE TO THE BEST OF HIS OR HER KNOWLEDGE AND ACKNOWLEDGES THAT IF ANY OF THE INFOR*TICIN PROVIDED ON THIS FORM IS FALSE BE OR SHE UNDERSTANDS THAT T ' HE BUILDIN'19 PER= WILL BE RVDJEMATELY REVOKED AND ALL FEES PAID FORFEITED. D this day of C— 20 AUTHORIZED : WITNESS Signature Signature Print Nq�3;7r Pr int Name LATEMP\BUILD1NG\HANDOTJTS REVISED IN 2009TREVIOUS HANDOUTS\FORMS\CONTRACTOR EXEWTION FORM D.DOCREVISED 7/07 0- Copy Window, Skylight and Door Schedule Project Information Folgedalen Addition 23309 76th Ave W Edmonds, WA 98026-8707 Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Ref. U-factor IFIXED10.28 uescripuon KeT. U-Tactor FIXED AT SHOP 0.28 FIXED TRANSOMS AT SHOP 0.28 SLIDERS AT SHOP 0.28 FIXED AT POWDER 0.28 SLIDER AT BEDROOM 4 0.28 SLIDER AT BEDROOM 3 0.28 FIXED AT BATH 2 0.28 SLIDING DOORS AT REC 10.28 FIXED AT REC 0.28 ENTRY DOOR TO SHOP 0.28 10.28 FIXED AT REC ap -D � - � v RE 'co DEC 2 12018 Contact Information RLjILDING. Weddermann Architecture, PLLC 2302 A St, Tacoma, WA 98402 253-973-6611 Width Height Qt. Feet Inch Feet Inch Area UA Width Height Ot. Feet Inch Feet Inch MM ME RNMEME REMEME MMEME DEM SEMEMO NEMEME REMEMO INNEWME RNME MMEME MMEME NEMINNIN MEN MMEME INMENER NEMENNO ENME MMEME NEMENNO EMNEIMO MEN MMEME MENNIME MMEME ENME =MEMO MMEME MMEME MINE MENNIME MMEME NEMENNO MMEMNI MMEME 20.01 5.60 12 1 Area UA OUR �ffi MEW MBNKI one �Nwf one MEW EW �10=111 8LD act 81- 1 (� q-S Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UAIArea Overhead Glazing (Skylights) Component Description Ref. U-factor Width Height Qt. Feet in,h Feet inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UAIArea Total Sum of Fenestration Area and UA (for heating system sizing calculations) MEN$ wo 1 311.41 87.19 1 .281 Area UA MENI one M� �01=111 1 343.41 9 R mc FL�_ UV 1�7" Ell - DEC 2 12018 Simple Size: Washington State BUILDING Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Informatfion Contact Infonriatfort Folgedalen Residence Addition W ddermann Architecture, PLLC 23309 76th Ave W 1201 Rege is Blvd, Ste A, Fircrest, WA 98466 Edmonds, WA 98026-8707 1253-973-6611 Heatinq System Type: 0 Ail Other Systems Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (AT) Edmonds AT = Indoor (70 degrees) - Outdoor Design Temp Area of Buildin_q Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1 3,2691 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 1 8.01 26,152 Glazing and Doors U-Factor X Area UA Instructions U-0 30 0.300 105.90 Skylicihts U-Factor X Area UA Instructions 0.50 Insulation Attic U-Factor X Area UA Instructions li-R-49 0.026 F_ 3,2697 84.99 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions Li -No Vaulted Ceilings in this project Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0.056 2.726 152.66 R-21 Intermediate Floors U-Factor X Area IJA Instructions 0.029 F-3.269 _J 94.80 Below Grade Walli_(_see­F_Igu­irs­1_)____ U-Factor X Area UA Instructions ( 1- No Below Grade Walls in this project 0.028 Slab Below Grade Isee Flours 1) F-Factor X L th UA Instructions in this project 0.303 Slab on Grade (see Flours 1) F-Factor X L th UA Instructions 0.360 Location of Ducts Instructions Duct Leakage Coefficient No Ducts 1.00 Sum of UA 438.35 Figure 1. .bove Grade % . ................ %.e, 46 Envelope Heat Load 20,164 Btu/Hour SumofUAXAT Air Leakage Heat Load 12,992 Btu/Hour VolumeX 0.6XATX.016 Building Design Heat Load 33,156 Btu/Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 33,156 Btu / Hour Ducts in unconditioned space-, Sum ofBididing Heat Loss X 1. 10 Ducts in conditioned space: Sum ol'Bulding Heat Loss X 1 Maximum Heat Equipment Output 41,446 Btu/ Hour Building and Duct HeatLossX 1.40 torForvedAirFuniace Budding and Duct Heat LossX 1.25 lbrHeat Pump (07101113) Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Folgedalen Addition Weddermann Architecture, PLLC 23309 76th Ave W 2302 A St, Tacoma, WA 98402 Edmonds, WA 98026-8707 253-973-6611 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative All Climate Zones R-Value a U-Factor8 Fenestration U-Factorb n/a 0.30 Skylight LI-Factor n/a 0.50 Glazed Fenestration SHGC6" n/a n/a Ceilingk 4Y 0.026 Wood Frame Wall"'n 21 int 0.056 Mass Wall R-Valud 21/21' 0.056 Floor 309 0.029 Below Grade Wall"m 10/15/21 int + TB 0.042 Slabd R-Value & Depth 10, 2 ft n/a *Table R402. 1.1 and Table R402.1.3 Footnotes included on Page 2. Date CC� 1 Frl- � V rn 0 DEC 2 12018 9ULDING Each dwelling unit in a residential buildin_q shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits L1 Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. F/12. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. [-] 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 1b Efficient Building Envelope 1 b 1.0 Ic Efficient Building Envelope 1c 2.0 Id Efficient Building Envelope ld 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 1 6 IRenewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions 0.5 1.0 F-1 1.0 1.0 *1200 kwh 0.0 3.50 BUILDING PERMIT APPLICATION Development Services Building Division 121 Sth Ave N / Edmonds, WA 98020 q v Is 425.771.0220 For hanwdouts, submittal requirements, permit status and inspection scheduling information go to: fitt2.jjwww.edrnondswa.gov JOB SITE INFORMATION/LOCATION: (where the work Is taking place) Job Site Address: JU414- Ayt, W Parcel: Q Q Li Q t04 1) 0 (P 0 1 Lot /Unit/Suite #: Subdivision: PROPERTY OWNER: Name: MailingAddress: E� I'& 12Z OD ko-e- Z 13 S_ City/State/Zip: V=� WA 90 o? Phone #: u 1, ; I I Email: f-, ",I Am a M(yia� 1, L-001 OWNER INSTALLATION: 'if yes, read and sign* Will work be performed by the property owner? )(Yes 0 No I own, reside in, or will reside in the completed structure. This instailation is being made on property that t own which is not intended for sale, lease, rent, or exchange according to RCW 18.27.090, Owner Signature: APPLICANT / CONTACT INFORMATION: Name of Applicant: 'S & Akk"eXnN4V"__ MailingAddress: City/State/Zip: Touwry_ WE 0)!0Lj02_ Phone #; %ELL _PM E-mail: �enn' L tj GENERAL CONTRACTOR: (ff different frown applicant) General Contractor: M&Elu r_ Mailing j City/stal Phone # E-mail: WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE. CITY OF EDMONDS BUSINESS LICENSE #: 11 Accessory Structure/ Detached Garage �(Adcliticin 0 Demolition 0 Mechanical 0 New Single Family/ Duplex 1 0 Plumbing 0 Fire Sprinkler F-1 Remodel El New Commercial/ Mixed Use 13 Re -Roof • Signs 0 Tank • Tenant improvement 0 Other Remodel Perrr* fe" are based on: The vokie of the work pedormed. hdicote the Yoke frounicled to the rearest ckAor) of oil equipment, moierkils, labor, overhead, and the profit for the work Inclicated on this aloplication, VokKftm 7- PROPOSE D N E W SQUARE F00 TAGE FC J� THISA PPILIC,�T10,'4 Basement sq ft: Finished 0 Unfinished 0 Ist Floor, sq ft: 2nd Floor, sq ft: Garage/Carpom, so ft: Deck/Covered Porch/Patic: Other sq ft: PROJECT D;5CRIPT ()!kJ ff, - j .1-e S - MCC ��ruc� I cenify that the infornuition I have provided on this form/application is true, correct and compkte, and that I am the property Gwner or dully authorized agent of the propertV owner to submit a permit application to the City of Edmonds, Z113 10 ff, I I a -FASIRM I MF . on = W W. Occupancy Group(s): Occupant Load(s): z 7Type(s) 7re uS of Construction: Fii p,i n k I " D No 13 L - y1le's WA STATE ENERGY CODE: If your project aff perthe building envelope, mechanical systems, and/or lightin must complete the appropriate WSEC forms. DEFERRED SUBMITTALS: Ail co ercial twilding permits that will require ni associated plumbing, anical, fire sprinkler, and/or fire alarm permits are applied� r separately, TI CH, ;'W BLDG: Include TRAFFIC IMPACT worksheet aledl MECHANICAL I QUIPM1 N I COO N I S (New and Relocated, BTUs Gas Elec other aty A/C Unit /Compressor Air Handler JVAV Boiler Dryer Duct ExhaustFans Fireplace Furnace Heat Pump Unit Hydronic Heating Roof Top Unit (Provide eleva- tions if a Comrnercial Other: rLUM-BING FIXTURE COUNTS (Nevv. Reloca:ec or re-piciod) MY MY Clothes Washer Tub/ Showers Dishwasher Backflow Device (RPBA, DCDA, AV6) Orinking Fountain Pressure ReduLton/ Regulator Valve Floor Drain/Sink Refrigerator Water Supply Hose Bibs Water Heater - Tainkless? Y or IN Hydronic Heat Water Service Line Sinks 2- Other: Toilets Other: &LS/�U! - COPNFCTIGN C,)UNIS (New, Re n--at-�c, or rt­pipE�di BTUs City BTUs Qty AIC Unlit OutdoorBBQ/ rept Boiler sto�ej -n �ejOven Dryer Zwater Heater Fireplace/ insert Other: Furnace Other: MEDICAL GAS, AIR VACUUM COUNTS (Npw, Relocaled or rf-piped) aty city Carbon Dioxide Nitrous Ox!�$_� Helium gen Medical Air Other: Medical - Surgic acuum Other: Type of st(ucture to be demolished: Square footage of structure to b�e �61,,`hd: AHERA Survey dorle PSCAA Case #: ? Critical Areas D S:Zination� redEl Conditional Waiver Waiver[) Fill in Place EJ Fill Materizi: Removal of Tank (Gallons) Crkkal Areas '��inatiori: ;Z4'eW-red0 (rotitiftnalWairveTO WaNerl] GRADE/;I�U'FXCIA.VAT E Grading: Cut cubic yards Filil cubic yards Cut/ Fill in Critical Area: Yes[] No APPLICATIONS: Applications are valid for a maximum of I year. ESLHA Appkations, 2 years. LICENS1116: All contractors and subcontractors are required to be licensed with Washington State Department of Labor & Industries and have a current City of Edmrvds Business Ucense. dw- A , �f IL ROW PERMITNO.: ENG i9oa v ISSUEDATE: RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT N.,%NME: CONTRACTOR:11?-,�,,, 'UWIJN� Mailing Address: State License 4: Cc C �v City Business License #: A 41 4 C-S 3 4D ADDRESS OR INTERSECTION OF CONSTRUCTI CONTACT: L Fax It Enlail #: ki (ant I e 4t CAI S r 61,1120 t ULiability Insurance L�J`hondcd 0`1 -7 . -r� ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: El Commercial L1 Subdivision ET —City Project F1 Traffic Control (Only) 17 Multi -Family 0 Single Family 7 Et'C(PUD.N'FRIZON,PSE, COM CAST. ON"NA'S13): Is this permit part of a blanket permit? F1 Other 11 Yes M No I ANY ASSOCIATED PERMITS? I 1 13I,D#aQL&--UqS - - -- I DESCRIPTION OF PROPOSED WORK (BeSpecific): &-4z- 5li-a"lk- WAS STREET OVERLAVED WITHIN THE LAST FIVE (5) YEARS? YES El NO PAVEMENTCUT: []Yes [-]No CONCRETECUT: FVes []No If yes, indicate size of cut: - x If yes, indicate size of cut: % FIN RIGHT-OF-WAY DURATION CLOSURE AREA TOTAL (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X LF1 SF Alley 72 Hrs + t LF X LF SF Parking 72 lirs + LF X LF SIT APPLICANT TO READ AND SIGN *Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAQ 296-155-305 and must have certification verifying completion of the required training in their possession, *Restoration is to be in accordance with City codes and Standards. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS. Indemnity., The Applicant has signed an application which states helshe hold the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including defense costs and attomey fees by reason of granting this permit I have read the above st I in follow all requircmen;'It"i1r, SIGNATURE iderstand the permit requirements and acknowledge that I must permit to be valid. DATE _� '/ J // zeyz 6 or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Wayland, Christina From: R Folgen <r.folgen@gmail.com> Sent: Thursday, June 6, 2019 5:26 PM To: Griggs, Natalie Cc: Wayland, Christina Subject: Re: Site Plan for BLD20181643 - 23309 76th Ave W Follow Up Flag: Follow up Flag Status: Completed Given Jennifer Wedderman is no longer my architect. Can I state we will reduct the inpervious surface of the driveway back to substantially similar as areal photos. Or is a new architect going to have to provide the same information to you? Kind Regards, Robert On Tue, May 21, 2019 at 7:44 AM Griggs, Natalie <Natalie. Griggsgedmondswa.gov> wrote: Hello Mr. Folgedalen, I am following up with you after our conversation at the counter last week. The updated site plan (resubmitted to the City on May 13 1h) shows removing one of the driveway approaches. Per our conversation at the counter, it is my understanding that you would like to keep both driveway approaches. Paving both driveway approaches, 12' wide by 20' long, will be required. With the two paved driveway approaches at 240 square feet each and the proposed building addition, the total impervious surfaces for this project exceed 2000 square feet. Meeting or exceeding 2000 square feet of new/replaced impervious surfaces triggers stormwater management. The updated site plan is also showing the gravel driveway to be restored to its earlier (circa 2016) condition. If the gravel driveway returns to its earlier condition, it will be considered existing and will not count toward the new/replaced impervious surfaces. The email below includes the most recent comments I had sent to your architect. I have also attached the plan review comments dated 3/29/19 that I sent out on the second review of the plans. At this time, please either respond to the comments provided to the architect or revise and resubmit plans that clearly show your intentions with this project. Natalie Griggs Engineering Technican City of Edmonds 121 5th Avenue N Edmonds WA 98020 natalie.arip,ps@edmondswa.gov 425.771.0220 ext 1353 APlease consider the environment before printing this e-mail From: Griggs, Natalie Sent: Thursday, May 16, 2019 2:58 PM To:'JENNIFER@WEDDERMANN.COM' <JENNIFER@WEDDERMANN.COM> Subject: Site Plan for BLD20181643 - 23309 76th Ave W Hi Jennifer, I left you a voicemail regarding a few corrections to the site plan you resubmitted, but I figured I would shoot you an email too. Please submit an updated site plan with the following corrections: 1. The scale is not accurate. Please submit plans to an accurate scale so I can verify the impervious surfaces total. 2. Please add a note to the plans where the gravel will be removed that the soils will be compost amended and permanently stabilized per BMP T5.13. 3. For the existing driveway approach that is proposed to be removed, please show on the plans that the sidewalk and curb/gutter will be replaced per City of Edmonds standard details TR-531 and TR-521. 4. Prior to issuance of the building permit, we will need a Right -of -Way ROW Permit qpplication filled out and signed by the contractor who will be performing the work. When the building permit is ready to issue, we will issue the ROW pen -nit with the building permit. GENERAL NOTES LIFE SAFETY NOTES (continue FRAMING NOTES (continuedl Nothing in this permit 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 condition may be the subject of a separate enforcement action. Sound/noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits 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, 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. lit. & V2" 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. 11RC 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 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. 11RC Table R301.5 113C 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. Escape windows located under decks or porches must have a path 36 inches in height to a yard or court. R310 113C 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 TBC 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 aspartof a hydronic heating system shall have R- 10 insulation provided throughout the entire slab area. 11RC 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 V2 -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"0"0.229" 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 113C 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 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 ,shall be supported on continuous foundations. IRC R602.9 Prior to the framing inspection, the building must be dried in with 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 Ichanges 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 11 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. t: Z E U U C� /, -� 7, 0 4 7- U �D Z Z C U CN MECHANICAL NOTES PLUMBING NOTES FIRE -RATED CONSTRUCTION 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. 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 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 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 .0 1 6-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 UL 181 A 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. 11RC M1502 M1601.4.1 G2439 IMC 504 IFGC 614 Hydronic heating system piping shall be tested at 100 psi water pressure or I Y2times 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 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 Y2". 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 FiZn Tbuilding shut-off required on water supply line. UPC 606.2 1 Pressure r duction 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 �Hose bibs (exterior faucets) are required to have a permanently affixed anti-siohon device installed. UPC 603.5.7 ISoaker 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 Y2" 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 Y2gypsum wallboard. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with Y2" 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 forin 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 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. Draftstopping materials shall not be less than Y2inch 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 (trans it/bui Iders 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. t 6 0 E 0 Q, 0 0 7, U Con U U CN 2 (Cffn (Uulr FEB 2 7 2019 BUILDING DEPARTMENT CITY OF EDMONDS END FOUNDATION WALL 6" ABOVE ADJACENT DE AS NECESSARY SHORTENED WALL 6- REDUCE IMPERVIOUS SURFACE SHOP NEW 36" DR PLUMBING FIXTURE QUANTITY POINTS FROM UPC 610.3 TOTAL TOILET (1.6 GPF, TANK) 4 2.5 10 LAVATORY 4 1 4 SHOWER / TUB 2 4 8 SHOWER ONLY 1 2 2 DISHWASHER 1 1.5 1.5 HOSE BIB 1 2.5 2.5 KITCHEN SINK 1 1.5 1.5 CLOTHES WASHER 1 4 4 TOTAL 33.5 Al \(El AIR SOURCE HEAT PUMP W1 HSPF OF 9.0 OR BETTER EXTG STUDIO 580 S.F. ADDITION = 865 S.F. 2-4 1/2" 36-5" ALIG 4 AUG Al5,-o,- f--------- MECHANICA� ZIN S E D FTI NEW 6W 2 -VDERS NEW SLI 6'w BEDROOM 4 BEDROOM 3 (D flov SLIDERS SD I BATH 2 jl(E) IISTA HOT SYSTEM; LINES CURRENTLY FEEDING NEW oillolv HOUSE WILL BE RUN 36" IN NE� NEW ATTIC OF NEW IFO 301. ADDITION: EF = 0 71 DRl RS DR OR BETTER NEW 36" W NEW 30" DR X 80" H IL 12'-0 3/8" V-4 1/2" 7-6" 12'-Il 1/2" OPENING; NEW 4X6 HEADER 0 (E) BA L2- V REC ROOM (E) OFFICE 01SID, dc.1v NEW NEW 48" W X 80" 36" H OPENING; NEW DR LALIGNJ DR 4X6 HEADER LAI IGN LVERIFY FAN, VERIFY FAN, TYP. ---- TYP. *3 NOTES, 1. SEE ELEVATIONS FOR ALL z WINDOW AND EXTERIOR DOOR (E) LIVING INFORMATION. DINING 0( CHEN o C r I DW VENTILATION SCHEDULE MINIMUM SOURCE SPECFIC VENTILATION CAPACITY REQ. TABLE M1507.4 (E) BEDROOM 1 SYMBOL F KITCHENS 100 CFMCINTERMITTENT OR E. +1— 25 ' CFM ONTINUOUS REF BATHROOMS, TOILET ROOMS MECHANICAL EXHAUST CAPACITY +2 AND LAUNDRY/UTILITY ROOM OF 50 CFM INTERMITTENT OR 20 CFM �2�Tl�g�US 32LCFM @ 60 MIN EVERY FOUR +3 WHOLE HOUSE FAN 0 R MAXIMUM SONE 1 OU S OF WHERE LOCATED WITHIN 4 INTERIOR GRILLE (E) BEDROOM 2 SMOKE DETECTORS & CARBON MONOXIDE DETECTORS AT BEDROOMS AND LIVING SPACE MEET CURRENT CODE, TYP. MAIN FLOOR PLAN elK SCALE: 1/4* = l'-Cr N-) u 0 _j 0 0 Q:f - N o LLJ > < 0 00 CD M Ld < < ry C) Ld Lo Z Ld u 5; — IN Ld Lli Q:� n y 0 C) C:) < I, z 00 Ljj <L'j 00 50) I I F- (0 vi 0 LC —i C/i 00 'n z o n:2 LL- 04 Ld FAN. 0 0 -i LL- FAN, (n -U) z Z�i 0 0 am am 0 0 w Q w 00 w- rl" 1� S14 w 1� RESUB A2�1 JAN 16 2020 BULDING DEPARTMENT CITY OF EDMONDS MATCH ROOF A.F.F. OR PROVIDE SAFETY SIDING TO EXTG SIDING TO EXTG GLASS. 24"X36" ACCESS PANEL :0" VERHANGS :�PNEW ROOF AREAS, TYP. TRANSLUCENT MATCH ROOF TO EXISTING TRANSLUCENT SILL AT 6'A.F.F. n Uo a_ 0 :::) (f) 0 Q:� I 1 -1 N CD > n < 0 z 00 (-D cn Ld (f) < Q < Ln Ld (-) 5� — C14 III Ld cy n v Q:� 0 SCANLE: 1/4" If-Gr MAX RIDGE 380.9' k+/ < 0 r- '01 LLJ _j <Lj 00 <> 0) I —I Lj UAL RIDGE 373.35' 131 1 0) Z w 000 ( LL L N Lu V) (Ey z E) 65"X60.5- FIXED 36-X&V 0 DOOR) I v AVERAGEGRADE Lu +355.9' bUALL: 1/4 = 0 ow Z 1-4 Ln w -7 o io RESUB JAN 16 2923 lEN-1 Bu,.11l.G,-P.Al.1 1. 'D E; y" ��l . . . . . . . . ----------- ------------ - ---------- ------- SUNNillumull1i: 00 IM11 ---- ====lMMlni cumummummi ------ 012:22 -------- ---- ------------ ---------- ---------- ---------- MEN flijw mmy.': mm TYPICAL ROOF ASSEMBLY ARCH COMP SHINGLES TO MATCH EXTG ON FELT UNDERLAYMENT, LAPPED WITH �S-LB CE & WATER SHIELD AT JOINTS AS REQ'D PLYWOOD SHEATHING PER STRL. ON ROOF TRUSSES PER STRL. WITH BATT INSULATION (R-49) (MAINTAIN I " MIN. CONT. FREE AIRSPACE ABOVE INSULATION) 1/2!'GYP. BD. CEILING VENTED BLOCKING AT EACH JOIST RAY, TYP. PREFIN METAL GUTTER TO OUT Ty TYR TYPICAL FLOOR ASSEMBLY 4" CONC SLAB ON 2" RIGID INSULATON �__) =NG, TYR TYPICAL EXT. WALL ASSEMBLY I IT, GYP. BD ON 2X6 STUDS WITH BATT INSULATION (R-21) ON PLYWOOD SHEATHING PER STRL.; 30 LB, PAPER; EXTERIOR SIDING PER ELEVATIONS SCALE. 1/4" = l'-O* 2- RIGID INSULATION AT PERIMETER AND 4- DIA. DRAIN PIPE, 11 (E) 2,V'X36" ACCESS PANEL IE) 18.5",:4" FIXEC NEW SLIDEF 30"A.Fr MATCH ROOF TO EXISTING 24" OVERHANGS AT NEW ROOF AREAS, TYP. (E) 75"):'9.5" SUE 'sIG GLA:S DOG RS MATCH NEW SIDING TO EXTG NEW SLIDE4'SILL'AT N' A.F . DOWNSPOUT TO SPLASHBLOCK, TYP. SCALE: 1/4" = V-0" 24"X36" ACCESS PANEL ;11 m N-) Uo :0" VERHANGS :i�NEVV ROOF OL 0 AREAS, TYP. D cj') 0 Q:� Lj 0 > z 00 0 0-) C/) Ld < < Ld L0 Z u N LLJ L-J 0 I-- < Do LLJ _j 0 LLJ DO < Ld w 00 0 C14 Ui V) z 0 LU Ed F- z 2 " w 00 20 SCALE 1/4- = V-0' SHEET RESUB A3.2 JAN 16 2020 BUILDING DEPARTMENT CITYOFEDMONDS SSMH (YRIM=361.2.' E(N&S) U'CONC=346.10'(C.C.) IE(N) 1 VC, NC--349.30 SDMH IE( RIM=360.98 X_XXX=X.xi SDMH RIM=360. 5 �"CONC=354.3�' 8"PVC=354.66 rCONC=355.86 SET P. NAI 'I ""SHE 5.0'W ONL E FoKe"Ps MW71 Ve-Tiamt- T(L-5'Z-/ .0 Lj 7 LLI Z CDN N 89*47'25" W 30 00' L --------------- RIGHT-OF-WAY CONSTRUCTIONPIER14IT AND INSPECTION REQUIRED �/G & SIDEWALI(FON INSPECTIONS REQIJW MAMMUM DRfVEWAy SLOPE ALLOWED 14% 8" EVG 0 L4 WAT E- "N I 2016 CONDITION I'Vi X.;-15; �';�`D -PU6 2 3 S* 4 P'JA' V 0 AV� A6 -ID ee A'q'kFWe'P ?go-- S"�Iq SV4MtAVjW 15W rs-. tb.- - -riAls x"p'V_ A?PLIl 7ro ALL, SQU4 9,'E5rCPtVI9 10 fttiTIO& 6VAvV- 0"VE"Ofllj- r .Nothing, in this pqroalt approval process $hall be Interpreted Is allowing or "'Itd' the - xistbag maintenance of 1W covers = run :011000%, I Mao-utwwle the coop of the =-Wit-iliptiotten rdicas of whether such c,,,d=':WPndjtjmj is dw- on the cite or drawl* Such bud, struture or 'on tion may be the auhJdc;3!Pe fteparste enforcement action. - all damage to repr�ir/repI (W frontage improvements Irl City "hi,M4,jay per oft sumdords that is caused OW,gs dufinO the p."nffl*d P101001, OWNERICONTRACTOR RESPONSIBLE FOR LOCATING ALL ON -SITE UTILITIES, RELOCATIOWREVISION TO ANY UTILITIES MAY REQUIRE SEPARATE PERMIT OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER: TROUT HOLDINGS, LLC 8512 122 AVE STE 235 KIRKLAND, WA 98033 IF Du$AK CcN51V­ux-rlo� IFIRAWLT Aef'ff ov- rxCVfVS *2'0�— 5F 6f: Nr=%jh -�jt tr PVVW- tAFtrift , PARCEL 00488800400602 12,600 S.F. PTIL F_'_qr_ It 3b OCO, -rF; MAAfe_frMF_NT­ IS LEGAL DESCRIPTION: LAKE BALLINGER LAND CO SUBDIV 6 1 BLK 004 D-02 — W 139.66FT OF S1 /2 OF LOT 6 N 89*45'56" W 139.66' 010 EXTG OFFICE 580 SF FFE = +356.2' N 89*47'25" W 1 —CE COR 0.2'S OF PROP LINE O.FENCE CDR 2 S & 0.2'E FROM �ROP CDR ZONING: RS-8 (CITY OF EDMONDS JURISDICTION) APPLICABLE CODES: 2015 IRC ---------- '6 -- — — — — - 2015 WSEC 2015 UPC 2015 IMC 2015 IFC SETBACKS: FRONT = 25' + 55.2' NTERIOR = 7.5' REAR 15' MAXIMUM COVERAGE 35%, Ld HOUSE WITH PROPOSED ADDITIONS 3288 S.F. = 26% COVERAGE MIN. 2 PARKING SPACES 5.5 DWELLING UNITS PER ACRE 8ETElAK MAX.; 0.29 ACRES 5.5 1.6 A UNITS MAX. IMPERVIOUS SURFACE CALCS: PROPOSED ADDITIONS WITH No OVERHANG = 1770 S.F. SET 70NE NEW DRIVE ENTRANCE=213 SF REBAR/CAP 9. TOTAL = 1983 S.F. L-(E) FENCE, \-FENCE CDR TYP. 0.5'S . ..-I'E LIMITED TO 2000 S.F. OF NEW OR FROM PROP CDR REPLACED IMPERVIOUS. '11 -ECo Zone _V0 Corric, &FI.g_ Setback _Requ�red Actual Fron HEIGHT CALCS:_ 14. A Sides A = 3 1 57' Rear I l I 100*1 Other B = 354.6' .,i,,t ENGINEERING DIVISION SITE PLAN C = 357' NOTED j =' -, - DO Uz'­ CM C (0?,y SET— D = 355 REBAR/CAP1.\ Studio floor is 1 inch LOWER than main house floor. SCALE: I' = 16-C AVERAGE GRADE = 355.9' 2: House top of roof gable is 18 inches taller than studio gable ACTUAL 373.35' (EXTG RIDGE) 3: Tier of dirt in front of property is 30 inches taller than studio floor... (a retaining wall is necessary at MAXIMUM 25' + 355.9' = the street end of the new house with a retaining wall suitable for holding back this 30 inches above floor dirt RESUB tier) 380. 9' JAN 16 2020 1`0 C-) 0 _J In 0 Q:� Lj N CD > I0 < 0 z 00 CD .0-) U� D__ Cn < < LILI L0 71 5; C-) N LLI LLI I 0:� n y z 0 f__ C) 0 < 00 LLJ L.j 00 < LLJ CD b _J z 1.,, 0 0 0 CL 04 LLI _j LILJ I-- Cn or U) ZZ Z Ow 0 I= Z:0� Ho :x �2 L an ��­ �ffi WW �'Z A1.1R1 SCANNED MAR 0 5 2020 GENERAL STRUCTURAL NOTES (GSN) (FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE LOADS: ROOF LIVE LOAD = 25 PSF (SNOW). ROOF DEAD LOAD = 15 PSF. FLOOR LIVE LOAD = 40 PSF FLOOR DEAD LOAD = 10 PSF. WIND LOAD = 110 MPH, EXPOSURE B. LATERAL SYSTEM: LIGHT WEIGHT SHEAR WALLS, R=6.5 EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC DESIGN CATEGORY D. Sds = 1.0 WOOD GENERAL: DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2" SOLID BLOCKING AT SUPPORTS OF ALL JOISTS, DOUBLE UP STUDS AT JAMBS AND UNDER BEAMS. EVERY OTHER STUD OF WOOD FRAME BEARING WALL SHALL HAVE A SIMPSON H3 ANCHOR TOP AND BOTTOM, EXCEPT AT THOSE WALLS WHERE PLYWOOD SHEATHING IS DIRECTLY ATTACHED TO THE TOP AND B070M PLATES WITH EDGE NAILING. PROVIDE 2x SOLID BLOCKING AT MID -HEIGHT OF BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. ALL FIELD CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. WOOD CONNECTORS SHALL BE As MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT AND EQUIVALENT I.C.C. APPROVAL. ALL WOOD CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT WOOD SHALL BE HOT -DIPPED GALVANIZED, STAINLESS STEEL OR APPROVED EQUAL, TYPICAL UNLESS NOTED OTHERWISE. TYPICAL CONNECTIONS SHALL USE THE FOLLOWING SIMPSON STRONG -TIE CONNECTORS, UNLESS NOTED OTHERWISE: PLYWOOD ALL PLYWOOD SHALL BE AMERICAN PLYWOOD ASSOCIATION CDX-RATED SHEATHING OR OSB, AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS STAGGER JOINTS. ALL NAILING SHALL BE WITH COMMON NAILS. WHERE SCREWS ARE INDICATED FOR WOOD -TO -WOOD ATTACHMENTS, USE WOOD SCREWS MEETING THE REQUIREMENTS OF A.N.S.I./A.S.M.E. Bl 8.6.1 OF GRADE ASTM A584, GRADE 1013 TO 1022 STEEL (FY=193,600 PSI). HORIZONTAL DIAPHRAGM AND SHEARWALL CAPACITIES SHALL BE PER THE LATEST EDITION OF I.C.C. REPORT ESR-`1539. ALL PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SHALL HAVE THE FOLLOWING SPAN/INDEX RATIO, AND SHALL BE ATTACHED AS FOLLOWS, UNLESS NOTED OTHERWISE: SPAN/INDEX EDGE INTERMEDIATE USE THICKNESS RATIO ATTACHMENT ATTACHMENT FLOOR 3/4" T & G 40/20 8d AT 6"O.C. 8d AT 12' O.C. EXTETR. WALL 7/16" 24/0 8d AT 6"O.C. 8d AT 12" O.C. SCREWS CAN BE USED INSTEAD OF NAILS FOR FLOOR SHEATHING. SCREWS AT FLOOR SHEATHING SHALL BE #8 x 2 1/2" LONG FOR SHEATHING LESS THAN 1" NOMINAL THICKNESS, AND SHALL HAVE CURRENT I.C.C. APPROVAL AS A REPLACEMENT FOR 10d NAILS IN WOOD PANEL DIAPHRAGMS. SCREWS PER I.C.C. ER-5280 OR APPROVED EQUAL. ALL FLOOR SHEATHING SHALL BE GLUED TO SUPPORT MEMBERS WITH AN A.P.A. AFG-01 OR ASTM D3498 QUALIFIED GLUE IN ACCORDANCE WITH A.P.A. FORM E30. AT CONTRACTORS OPTION, 10d NAILS MAY BE USED IN LIEU OF SCREWS AT FLOOR SHEATHING WITH PRIOR APPROVAL OF OWNER OR ARCHITECT. NAILING: ALL NAILS SHALL CONFORM TOASTM F1667. ALL NAILING SHALL BE WITH COMMON WIRE NAILS OR APPROVED EQUAL. ALL NAILING SHALL BE WITH POWER -DRIVEN FASTENERS MEETING THE REQUIREMENTS OF I.C.C. ESR-1539 OR APPROVED EQUAL. ALL NAILS AND FASTENERS IN PRESSURE -TREATED OR FIRE RETARDANT WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, COPPER, OR APPROVED EQUAL, TYPICAL UNLESS NOTED OTHERWISE TO MEET THE REQUIREMENTS OF I.B.C. SECTION 23D4.9.5. NAILS SPECIFIED BY PENNYWEIGHT SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PENNY -WEIGHT SHANK DIAMETER NAIL BENDING YIELD STRENGTH, Fby 8d 0.131" ��Sl 10d 0. 148" 90,000 PSI 16d ..... 0.162" 90,000 PSI DOUGLAS FIR SHEAR WALL SCHEDULE MARK SWI SW2 A SHEAR CAPACITY (WIND) 365 533 SHEAR 26D 380 STUDS-PPANEL JOINTS 2X 3X DEL ST D ALT TO 3X STUDS FACE NAL STUDS (2) 2X (2) 1606�0.C. SHEATHING ARA RATED PANEL 15/32" USE 1 SIDE 5/32� OSB � SID PANEL EDGE NAILING PANEL FIELD NAILING 8d@6`TC. 801 2'O.C. BM104"O.C. SdQ12"O.C. TRUSSI TO TOP PLATE H-1 EACH H-1 EACH RIM JOIST TO MUDSILL PLATE'� 16d TOENAI L@12" LTP4 a 4S 1. D.C. 16d TOENAIL@ 12' @ 24' D.C. MUDSILL PLATE 2X MUDSILL PLATE TO FOUNDATION 1 5/8" 0 048" D.C. 5/8' 0 932" O.C. AU11.11-1. ` ET TO RON USED ARCH BLT IF 2X PLATES 5/8. 0 @IG� O.C. NOTES: -­ ­M` UNLESS NO ED OTHERWISE INSTALL PANELS NONE OR VERTICL . PLACE PANELS JOINTS ON DIFF. STUDS WHIll SIT ATHING 15 ON BOTH SIDES OF WALL PANEL NAILING USE �OM MON OR BOX NAILS. STAGGER NAILS AT PANEL JOINTS BLOCK ALL PANEL nGES FRAMING ANCHORS "'SON OR APPRVD ALTERNATE, ALTERNATE SHALL HAVE ICBD APPRVD OR ED L OR GREATER LOAD CAPAM. MUDSILL ANCHOR BO.TS= 10 IHMIN LENGTH, 7' YIN EMBEDMENT, WTHIN 12" OF EACH END OF MUDSILL, 2 MIN. EAC PIECE, 3X3XI/4 STEEL PLATE WASHER &TION AND ��LTP4 PLATES NOT REO'D IF SHEATHING CONTINUOUS ACROSS PLATE LOD HALED ON EACH SIDE VATH EDGE NAILING SHEARWALL AND HOLD DOWN L"OUT 0001coucc 1­61 "A co SW' 1412 Beach Dr NE #A Tacoma, Washington 253-533-0835 es@stmeturalworks.not 155Ue/RP_VI5Hon5 No. Date cornmenI A. PERMIT 5ET 10/3 112018 5. REV) 2/2 5/20 15 WA "A 60��4 �AU.Tt L 02/25/2019 Q > 00 C0 LL_ N tii SHEAPWALL AND HOLDOWN LOYOUT Project No. 20151 G5 Date 10/31/2018 5cale A5 NOTED Drawn By E5 CheGked By E5 5heet 5 1.0 000 WIDIRODIMMODO11MOODDRIII10 DOD DODD 000100 100DOOD DODOODIDMODO DE]l 2 Di 0110 OR 110'290011DDR L�� WOMM/ Mllelll 011111111 W/////// 01/1,00// 01/00/z/ ff//M��- oell - - - - - - - ------ - 7� M/W— 7�/l/00// 0// V1011117,010111 WOMM, 001 900D DR [111001GODDR1111131DOEDOR OIIDDI 7t -, p FRAMING NOTES: 1. DO NOT 5CAWDRAWING5, REfERTO ARCHITECTURAL DPAWINGS FOR ALL DIMENSIONS. 2. ROOF FRAMING SHALL 13E PRE -MANUFACTURED ROOF TRU55E5 AT 24"O.C. TPU55 DESIGN 15 MANUFACTURER. PREFABRJ 'ATED CONNECTOR PLATE ROOF TPU55ES SHALL BE DE51GNED BY THE MANUFACTURER 11 C "NATIONAL DESIGN STANDARDS FOP METAL PLATE! CONNECTED WOOD TRU55 CONSTRUCTION, ANE INSTITUTE FOP THE! SPAN AND CONDITIONS SHOWN ON THE PLANS, LOADING SHALL BE AS FOULOIA TOP CHORD 5NOW LOAD = 25 r5F Top CHORD DEAD LOA[) (AT ROOF DECK) 15 PSF TOP CHORE) DEAD LOAD (AT 5TD. ROOF) 15PSV 130TTOM CHORD DEAD LOAD = 5 FSP TOTAL LOAD = 40 P5r WIND UPLIFT (Top CHORD) = PER A5cE7- 10 BOTTOM CHORD LIVE LOAD = 10 P5F (BOTTOM CHORD LIVE LOAD DOF5Nr ACT CONCURRE] WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATE5 (GANG NAIL OR EQUAL). SUBMIT 51� CALCULATION TO THE ARCHITECT AND STRUCTURAL ENGINEER F OR PEview rpjoFz To FABFjCATioI, E3r 51 _ GNED AND STAMPED BY A STRUCTURAL ENGINEER REG15TERED IN STATE OF WASHINGTON. PR TPU55 To GIRDER CONNECTION DETAILS AND REQUIRED CONNECTION MATERJAL5. PROVIDE ALL TE BRACING AND BRIDGING. 3. ROOF SHEATHING SHALL BE& AX.A. RATED PANELS. (EXPOSURE 1, SPAN RATING 3?J 1 G). NAII EDGES WITH I Od AT G" O.C. AND TO ALL INTERMEDIATE FRAMING AT 12"O.C. NAILS SMALL BE EDGES Of PANELS. 4. HEADERS OVER DOORS AND WINDOW OPENINGS SMALL BE MINIMUM 4X 10 U.N.O. 5. PROV :DE! (2) STUDS MINIMUM AT EACH END Or ALL BEAMS U.N.O. ON PLANS. BEAR BEAM FUL PPOV De P051TIVE CONNECTION BY EITHER A35 OR LTP4 CUPS ON EACH 51DE OF BEAM r. SEE PAGE 5 1.0 FOR 5HFAFWALL AND HOLDOWN LAYOUT 7. PANELS SHALL NOT BE LE55 THAN 4'X 8- EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING SHALL BE 24". ROOF FRAMING PLAN 00000[yd,=,-o,, 30DROROMMID :R TRUSS. TRUSS E = 1354 LBS G�P_ SZ) .0 IhLa 10,�- 0 Al, COI,* 1412 Beach Dr NE #A Taconia, Washington 253-533-0835 es@strucwralworks.net 155ue/Kcvi5ion5 No. Date Comments A. PERMIT 51TT 10/31/2018 B. PEVI 2/25/2015 L 02/25/2019 JP 75 C) > 03 (S) (D 75 E --z POOf MAMING PLAN Project No. 20 181 G5 Date 10/31/2015 5cale A5 MCrTED Drawn 13y F5 Checked By E5 5heet 52.0 RESUB FEB 2 7 2019 Buigllm ADDITION 6" SHORTER NEW 4" PREFIN METAL GUTTER TO DOWNSPOUTS TO SPLASH BLOCKS, TYP. ROOF DIAPHRAGM: P.W. R�) W/ 8d NAILS 6* D.C. AT PANEL EDGES BOUNDARIES, 8d NAILS 0 12" D.C. FIELD. NO OVERHANG fALL7NiEV7-RO-0-F -FR-U§S-E!�­WI-FH-NIT-0-V—ER 4X12 EAD R iX12FEADER 4 K12 H EADE; I EXTG ROOF EXTG ROOF EXTG RIDGE CD C/-) \XNl OVERFRAMING LLj -D n (--D 00 EXTG ROOF EXTG ROOF C7) C/) X\� C/-) Ld EXTG RIDGE r-) K Ld Lo 4XIO[H+ CN LL-J LLJ OVERFRAMING ROOF FRAMING NOTES 1. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS. 2. MFG. TRUSSES SHALL CARRY MFG. STAMP. MFG. SPEC FICATIONS AND LAYOUT SHEET SHALL BE ON SITE FOR �NSPECTIONS. TRUSS CALCS. SHALL BE STAMPED BY A LICENSED ENGINEER. 3 1 NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR APPROVAL OF ENGINEER AND BLDG. DEP'T. 4. HEADERS TO BE 012 D.F.#2 UNLESS NOTED OTHERWISE. 5. ALL MULTIPLE JOISTS & HEADERS SHALL BE FABRICATED WITH WEB FILLERS (IF APPLICABLE) AND GWED AND NAILED PER JOIST. MFG. INSTRUCTIONS. 6. JOISTS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BY BLOCKING OR CONT. RIMBOARD AS PER JOIST MFG. SPECS. 7 1 HAVE JOIST MANUFACTURERS SPECIFICATIONS AND LAY OUT SHEET ON SITE FOR INSPECTIONS. 8. FRAMING CONNECTORS SHALL BE SIMPSON STONG-TIE OR AN APPROVED EQUAL. ROOF FRAMING PLAN ----------- SCALE: 1/4" — 1'-0" C) < CD r- CIO < LL-J CD C) 10 M 0 z LL u— z 0 < 0 -j of n RESUB JAN 16 2020 S2 'F I3.I-IllG-"1-1.T-' SINT ID FOUNDATION5: SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED 501L 18" MINIMUM BELOW FINISHED GRADE. FINISHED GRADE 15 DEFINED AS TOP Of SLAB FOP, INTEKIOP FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOP PERIMETER FOOTINGS. DESIGN 501L BEAPJNG VALUE = 1,500 P5f; LATERAL EARTH PPE55UPE = GO PCf (RESTRAINED), 40 PCf (UNRESTRAINED); COErFICENT Off fPJCTION = 0.3. ALLOWABLE 501L BEARING PPE55URF AND LATERAL EARTH PRF55URE ARE ASSUMED AND THEREFORE MUST BE VEPJfIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IfSOIL5AREfOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINFER. FOR POSSIBLE FOUNDATION RE-DE51GN. CONCRETE CONCRETE SMALL BE MIXED AND PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 19OG AND ACI 30 1, INCLUDING TESTING PROCEDURE5. MINIMUM 28 DAYS COMPRE551VE 5TRENGTH Of CONCRETE SHALL 13E 3,000 P51 TO COMPLY WITH EXP05UPE REQUIREMENT Of 113C TABLE 1904.2.2. STRUCTURAL DF51GN 15 BASED ON f'c Of 2,500 P51. PER 15C 1705.3, NO SPECIAL INSPECTION PEQUIRED. ALL CONCRETE CON5TRUCTION SMALL CONFORM TO A.C.I. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE V15PATED ONLY AT TRFNCHE5, FLOOR. DUCTS, TUR.NDOWN5, ETC. MAXIMUM SLUMP 511 fOR CONCRETE WITHOUT PLASTICIZER. If PLA5TICIZFP, 15 USED, A MIGHFR. FINAL SLUMP MAY BE ALLOWED UPON 5TPUCTUPAL ENGINEEP5 APPROVAL. UNLE55 APPROVED OTHERW15E IN WRITING BY THE ARCHITECT, ALL CONCRETE 5LAI35 ON GRADE SHALL 13E 13OUND BY CONTROL JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE FOUNDATION PLAN, SUCH THAT THE ENCL05ED AREA DOES NOT EXCEED 225 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR, AT EXP05FD EDGES DURING POURING, ALL OTHER, JOINTS MAY 13E SAW CUT. FLY ASH, If PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHALL BE LIMITED TO 18% OF CEMENTITIOU5 MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR. OF 1.2 KELAT(VE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SMALL BE USED IN I'LATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. REINFORCING: A5TM AG 15 Ty = GO K51) DEFORMED BARS FOR ALL BARS #4 AND LARGER. A5TM AG 15 (Fy = 40 K51) DEFORMED BARS FOR ALL BAR.5 #3 AND SMALLER. NO TACK WELDING Of REINFORCING BARS ALLOWED WITHOUT PRJOP, REVIEW Of PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST A.C.I. CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CA5T AGAINY AND PERMANENTLY EXP05ED TO EARTH 31, EXP05ED TO EARTH OR WEATHER #G OR LARGEP 211 #5 AND 5MALLER 1 1/211 ALL OTHER PEP A.C.I. 318-14. LAP5PUCE5 IN CONCRETE. LAP SPLICES, UNLE55 NOTED OTHERWISE, SHALL 13E CLA55 "B" TENSION LAP SPLICES PEP LATEST EDITION OF A.C.I. 315. STAGGER 5PLICE5 A MINIMUM Of ONE LAP LENGTH. ALL REINFORCING SMALL BE CHAIRED TO ENSURE PKCIPEP, CLEARANCES. SUPPORT Of FOUNDATION REINFORCING MUST PROVIDE 150LATION FROM M015TURF/COPROSION. ALL SPLICE LOCATIONS SUBJECT TO APPROVAL 13Y THE STRUCTURAL ENGINEER. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PEP TYPICAL DETAILS. REINFORCING BAR, SPACINGS GIVEN APE MAXIMUM ON CENTERS. ALL BARS PER CR51 SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90 DEGREE HOOKS UNLE55 NOTED OTHERWISE. 5ECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. 7 FOR TURNED DONN 0, 'T'ON 51�j I TIN. t )�OTINC, OPTION SEE— DET 5'�Ej 't. DETAIL 5/55.0 r ... . ........ — — — — — — — — — — — — — A�L #4 X WDONSI.S. EMBED 114TO IS) CONCRETE FOOTINC AND STEMNAU. EMBr :DMIENT. MIN. (2) DOINELS IN FTC, Typ 84 & (2) DOV4ELS IN STEM KALL 0-YM #4 X 18" POV4ELS. EMBED INTO (E) GONCRETE SLAD #4 X M" POV4M-S. EMBED INT4 V41TH SIMP50N SET-XP FOR TURNED DONN CON RFTrFOOnN6ANDSTEMML EMDEDMEPDXYINITH6" L ENTATWO.G. FOOTIN& OPTION SEE VGTHG OW) DETAIL 5155.0 FME SIMPSON S—P EPDXY NITH 6' EDMENT. MIN. (2) DONELS IN FTC (2) DOP4ELS IN STEM V4ALL (rYP) FOUNDATION NOTI!5: 1. DO NOT SCALE DPAVvING5, REfEPTO ARCHITECTURAL DRAWINGS FOP ALL DIMENSIONS. 2. BOTTOM Of EXTERJOP FOOTINGS SHALL BE MINIMMUM I BELOW GRADE 3. 4" CONCRETE 5LA13 OVER, GMIL VAPOR BARRIER ON G" Pf GRAVEL OR CRUSHED ROCK OVER FIRM UND15TURBED 501L OR ENGINEERED COMPACTED BACK -FILL. REINFORCE WITH G x 6 W1.4 xWI.4WWF 4. ALL WOOD IN CONTACT WITH CONCRETE SHOULD 13E PRE55URE TREATED WOOD. FSEF PAGE 5 1.0 FOR HOLDOWN LOCATIONS FOUNDATION PLAN 0000DO&IMCII-o" FOR TURNED DOP FOOTI NC7 OPTIO N DETAIL 5/55.0 ettRAL S W*- 0 C" 0.- 1412 Beach Dr NE #A Tacoma, Washington 253-533-0835 es@stmauraiworks.net 55U(5/p'p-VI5IOn5 No. Date Comments k. PERMIT 5ET 10/3 1/20 1 B. REV 1 2/25/20 15 50 9. 'A ISTt L 02/25/2019 C) 4--� -73 z 73 > 0 > > (�D -1�3 (S) U n 75 E Q co FOUNDATION PLAN Project No. 2018IG5 Date 10/31/2018 5cale A5 NOTED Drawn By E5 Checked By �5 53.0 ITION NOTES: 5.0 1 . WOOD STUD WALL 2. 5/8- DIAMETER ANCHOR (6) BOLTS PER SHEARWALL (2) _(7) SCHEDULE, 48" O.C. MAXIMUM (3)- / _(8) TREATED BASE PLATE PER (4)-\ SHEARWALL SCHEDULE 4. CONCRErE SLAB ON GRADE 5. #4 HOOKED DOWELS AT 18" O.C., ALTERNATE BENDS 6. SHEATHING AND ATTACHMENT (9) PER SHEARWALL SCHEDULE (5) 7. EDGE NAILNG 8, FINISH GRADE OR CONCRETE SLAB AS OCCURS 18 " MIN 9. 6" CONCRETE STEM WALL (MINIMUM) 10. (2) #4 BARS CONTINUOUS J�(10) 11. (1) #4 BAR CONTINUOUS (AT TOP) - PROVIDE #4 BARS AT 10" O.C., (HORIZONTAL), FOR WALLS TALLER THAN 12" W 0 0 D S T U D I W11 A �LLLL F OU UOTI 11 N 'G_�, �)'UU U SCALEUMUTS �WOOD TRUSS AT WOOD STUD WALL SIRTIU 6'-0" MINIMUM LAP �TYPICAL SPLICE OF TOP PLATES "��L S SCA NOTES: 1. WOOD TRUSS PER PLAN 2. PLYWOOD SHEATHING 3, EDGE NAILING 4. 2x BLOCKING WITH (3) 16d NAILS PER BLOCK 5. WOOD FASCIA WITH (2) 10d NAILS PER TRUSS MANUFACTURER 6. SHEATHING AND ATTACHMENT PER SHEARWXL SCHEDULE 7. SI MPSON Hl AT EACH TRUSS - USE SIMPSON H2.5 EACH SIDE OF GIRDER TRUSS NOTES: 1. TOP PLATE SPUCE OVER STUD ONLY. 2. DOUBLE TOP PLATE. 3. WOOD STUDS. 6" 6' M_2�1 (2) (3) NOTES: 1. EXISTING CONCRErE FOOTING OR SLAB AS OCCURS 2. NEW CONCRETE FOOTING PER PLAN 3. 12" LONG #4 DOWELS AT 12" O.C. - PLACE DOWELS IN SIMPSON S.E.T. EPDXY, EMBED 6", MINIMUM NN �EW C OU �NC R E T �IEAA T E �X �11S T 11 N IG �C_ OU N C R �E T E L Ts E. N NOTES: 1. PLYWOOD SHEATHING 2. 2x BLOCKING 3. ARCHITECTURAL FASCIA 4. 20 OUTRIGGERS AT 24' O.C. 5. 2x STRUCTURAL FASCIA 6. (2) 10d EACH OUTRIGGER 7. EDGE NAILING 8. 2x4 BRACE AT 48" O.C. 9. 2x DOUBLE TOP PLATE 10. WOOD STUD WALL 11. PRE-MFR'D WOOD TRUSS 12. (3) 1 Od EACH END GABLE END TRUSS AT WOOD STUD WALL SCALE: N.T.S. L ROUGH OPENING WIDTH I- WOOD HEADER (DROPPED) 8.0 SCALE: N.T.S. NOTES: 1 . WOOD STUD WALL 2. WOOD HEADER PER PLAN 3. (2) 16d TOENAILS - EACH SIDE, EACH END 4. (3) 16d NAILS AS SHOWN 5. RUN VERTICAL STUDS UP PAST HEADER AS SHOWN 6. (2) 16d NAILS AT 12" O.C. 8. DOUBLE STUDS UNDER HEADER BEARINOS FOR OPENING WIDTHS GREATER THAN 5'-0" NOTES: 1. CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING LAP PER GSN (24' MINIMUM) 2. CONCRETE STEM WALL OR FOOTING 3. ALTERNATE BENDS 4. REINFORCING PER PLANS AND/OR DETAILS PLAN -CORNER REINFORCING IN CONCRETE FOOTING STEWWALL NOTES: 1. 2x OR VALLEY SET OVER FRAMING AT 24' O.C. 2. WOOD TRUSS PER PLAN BELOW 3. UNE OF PLYWOOD SHEATHING JOINTS 4. 2x8 LAYED FLAT OVER PLYWOOD SHEATHING WITH (3) 16d NAILS TYPICAL AT EACH TRUSS 5. SIMPSON A34 OR (2) 16d TOENAILS NOTES: A. PLYWOOD SHEATHING ON PRIMARY ROOF TRUSSES SHALL BE CONTINUOUS. B. FOR CLARITY, SHEATHING OVER VALLEY FRAMING NOT SHOWN. C. AT 2x OVER FRAMING USE THE FOLLOWING: 0'-4' - 20 MIN. 4'-8' - 2x6 MIN. 8'-10' - 2x8 MIN. 10'-12'- 2xIO MIN P �A , �-TYPICAL VALLEY FRAMING AT PREFAB WOOD TRUSSES LANT7PI 3'-0" NOTES: 1 . ANCHOR BOLT PER SHEAR WALL SCHEDULE 2. SLOTTED PLATE WASHER 2) 3. STANDARD CUT WASHER , _�9 '9 SILL PLATE ANCHOR BOLT SLOTTED PLATE WASHER .0 ) SCALE: N.T.S. 'ORAL �O�sw. . ft�c 1412 Beach Dr NE #A Tacoma, Washington 253-533-0835 cs&M0tumlmrks.net 155ue/Revi5ion5 No. Date Cornment5 A. PERMIT 5ET 10/31/2018 5 . REV 1 2/25/2018 5@294 I Tt L 02/25/2019 75 K5 75 C\J (S) q') (I)o R/ > < 73 E CONNECTION DETAIL5 Project No. 2018IG5 Date 10/31/2018 5cale A5 NOTED Drawn By E5 Checked By E5 5beet 54.0 r (1) Hr-i __- (2) (3) (4) (5) 1-0 ) SC�E N.T DETAIL WITH HOLDOWN HDU2 NOTES: 1. EDGE OF SHEAR PANEL 2. CONTINUOUS DOUBLE STUDS AT SHEARWALL EDGES - NAIL STUDS TOGETHER WITH 10d NAILS AT 12" D.C. 3. EDGE NAILING - ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL NAILING 4. HOLDOWN REQUIRED BOTH EDGES OF SHEARWALL 5. SHEATHING AND ATTACHMENT PER SHEARWALL SCHEDULE 6. SELF TAPPING LAG SCREWS 7. TREATED BASE PLATE PER SHEARWALL SCHEDULE 8. ANCHOR BOLTS PER SHEARWALL SCHEDULE 9. SIMPSON SSTB ANCHOR BOLT SOS SDS USE SIMPSON SSTB24 ANCHOR BOLT NOTE LOCATE NOR 0 TOP OF WALL OR 0 TOP NO HORIZ PW OF OPENING 0 CONTRACTOR'S OPTION JOINTS FOR UNLESS INDICATED OlHERMSE BY LENGTH OF LOCATION OF HDR'S NERE REQ'D ARCHITECT OR ENGINEER. SMAI\ @ UNGER"'E OF TOP ' (4) FOR HGI SIZE D.U.; H-006TE (2) 1 6d INTO EACH STUD @ TOP OTHERVASE ON FLOOR PLAN. 8: BOTTOM. P (4) 16d INTO SOLID WOOD COL. 2X6 _C. 6 FULL USIDTH IN WALL t INSTALL STRAP\ (2) 16d HIND STRAP. OVER WALL SHEATHING TYP. SIMPSON MST 48 0 JOINT (5) v -(13) 1 SHEARWALL DETAIL WITH SIMPSON HDU HOLDOWN AT F �OOR SUPPORTED BY FOINDATION RETRO-FIT 2.0 T - L tSCALE: N.T.S. NOTE: P101M FULL BEARING UNDER GIRDER TRUSSES. MN I 2X6 STUDS BUILT UP COLUMN SIMPSON MST 48 @ CHANGE IN WALL P HEIGHT. INSTALL I 6 1(2) 16d J 2) (2) l6d A TOENAILS T DEN TOENAILS (3) 16d a CTR FULL I CT R FULL TYR 1. E'GH -HEIGHT T �HDR TYP J.H.6. TSTUD TUG FULL HGL STUD CONN. TO TO WALL ft. SEE ] (1) HORIZ\ FACE OF COL PLAN SIZE OF FULL VADTH 2X STUDS STUDS REO'D 0 STUDS TO MATCH WALL '--BUILT SEE PLAN FOR SIZE eo J/4111 STUDSV TOP UP COL OR LOCATE STUDS 0 JOIST & BOTL OF SOUD WOOD & TRUSS BRG� (TYP.) OPNGS. COL SEE A TIONAL DDI PLAN STUD 0 HDR SIMPSON A35 BRG WERE @EA. MORE THAN . . WWHER OPENIN (3) B.U. STUD (2) STUDS VADTH EXCEEDS REID MIN 0 HDA Lt TOM LS rp. OMIT DOTI. Ft J 0 DOORS TYP. Y SIMPSON NO WERE REVD. SEE PLANS FOR SX TREATED P To FOR SHEARWALL SCHEDULE, SIZE. MATCH WALL STUD As - SIZE & SPAC114G WDTH. (7- WIN. EMBED) ( -,'� TYPIIC��AL EXTERIOR + INTERIOR BEARING WALL FRAMING ELEVATION *�SCA �CHORD TIE AT GIRDER TRUSS S L T.s CAN NOTES: EDGE OF SHEARWALL 8. BASE PLATE NAILING PER SHEARWALL SCHEDULE 2. DOUBLE STUDS AT SHEARWALL (2) EDGES - ATFACH STUDS TO 9. PLYWOOD SHEATHING ADJACENT STUD WITH 10d NAILS AT 12" D.C. 10. RIM JOIST 3. EDGE NAIUNG - NAIL TO TOP 11. TREATED BASE PLATE PER PLATE SAME AS EDGE OF SHEARWALL SCHEDULE (9) SHEARWALL NAILING 12. SOLID BLOCKING FOR FULL 4. HDU TYPE HOLDOWN REQUIRED BEARING BOTH EDGES OF SHEARWALL - 13. 5/8- DIAMETER ANCHOR BOLT (10) 5. SHEATHING AND ATTACHMENT PER SET IN SIMPSON S.E.T. EPDXY, (12) SHEARWALL SCHEDULE EMBED 12" MINIMUM 6. EDGE NAILING AT SILL PLATE 14. SIMPSON COUPLER AND ROD EXTENSION AS REQUIRED 7. ANCHOR BOLTS PER SHEARWALL SCHEDULE (4) NOTES: (5) 1 . PLYWOOD SHEATHING (') 2. EDGE NAILING (2) (7) 3. FINISH GRADE 4. WOOD STUD WALL 5. /8" DIAMETER ANCHOR (3)- BOLTS 0 48 O.C. MAXIMUM UNO. EMBED 7" MINIMUM. SEE SHEARWALL SCHEDULE 6. 2x TREATED BASE PLATE 7. CONCRETE SLAB 8. 2 - #4 BARS CONT. TOP AND BOTTOM CONCRETE SLAB FOUNDATION ��S LE N �TS 2. TRUSSES PER PLAN 3. SIMPSON MSTGO STRAP OVER TRUSS TOP CHORD AND BLOCKING 4. WOOD STUD WALL BELOW 5. 2x BLOCKING PER TYPICAL DETAIL &Q :SW'-' C, 0'. 1412 Beach Dr NE 4A Tacoma, Washington 253-533-0835 �@structural�ks.net l5suc/Fevi5ion5 No. Date Commeril;5 A. PERMIT 5FT 10/3 1/2018 B. REV 1 2/25/20 15 5D2.4 0' _tSTV, L 02/25/2019 75 73 0 > CO G) 4­1 CONNECTION DETAIL5 Project No. 20 181 G5 Date 10/31/2018 5cale A5 NOTED Drawn 5y E5 Checked By E5 5heet 55.0