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BLD2018-0601111111111. v � Onc. 189 F E MOyN _ ° CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 o PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 06/15/2018 Permit #: BLD20180601 BUILDING Expiration Date: 0611.5L;-11)." Project Address: 22618 98TH AVE W, EDMONDS 5ZI Parcel No: 00450700700002 4W'011 JOHN R & LAURIE M BROWN KRISTIN HANSON E MILLER INC 22618 98TH AVE W 652 ALDER ST C/O ERIC MILLER EDMONDS, WA 98020-5980 EDMONDS, WA 98020 18300 88TH AVE WEST EDMONDS, WA 98026 (425)774-7129 (425)774-7129 (425)772-9070 LICENSE #: EMILLM1859NK EXP:08/20/2019 t) - . 1► FILL IN FRONT PORCH TO LIVING 5' X 15'. ALL UNDER EXISTING ROOF. NO NEW LOT COVERAGE VALUATION: $9,200 PERMIT TYPE: Residential PERMIT GROUP: 02 - Addition GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD: FENCE: ( 0 X 0 FT.) CODE: 2015 OTHER: ------- OTHER DESC: ZONE: RS-8 NUMBER OF STORIES: 0 IVESTED DATE: NUMBER OF DWELLING UNITS: 0 LOT #: EXISTING AR" BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 • PO BASEMENT: 0 1 ST FLOOR: 75 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE-: 0 DECK: 0 OTHER: 0 BEDROOMS:0 BATHROOMS:O 1 BEDROOMS:0 BATHROOMS:0 FRONT! ACK SIDESETBACK REARSETBACK REQUIRED: See Below PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: Site is a corner lot. Therefore, minimum required setbacks are 25' street setbacks from the N and E property lines and 7.5' side setbacks from the S and W property lines. Proposed setbacks to addition (porch to be filled in) are as follows: N = 25.5', E = 26.5', W = 7.5'+, S = 7.5'+. No change proposed to existing height nor lot coverage since all Nork is below existing roofline. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMENS COMPENSATION r INSURANCE AND RCW 18:27, IS APPLICATION IS NOT A PERMrf UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. r GCA , M ti XV, 15 h b A'4z- � land 0 /S Zo/8 Signature Print Name Date Released By Date n[� ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI I01IRCI 10. FIRE APPLICANT ASSESSOR CITY STATUS: ISSUED BLD20180601 • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am 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 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and.hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly fromthe issuance for this 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. • 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 ofthe 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 separate enforcement action. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Permits/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • B-Preconstruction meeting • B-Footings • B-Foundation Wall • B-Slab Insulation • B-Exterior Wall Sheathing • B-Window Flashing • B-Framing • B-Insulation/Energy • B-Building Final of E�Mo�� ° CITY OF EDMONDS 121 5TH AVENUE NORTH -EDMONDS, WA 98020 o PHONE: (425) 771-0220 - FAX: (425) 771-0221 BUILDING APPLICATION ACCEPTANCE Tuesday, May 01, 2018 This Application has been accepted by the City of Edmonds for review. More information and changes may be required during this process. The review target date is: Your City Contact is: KRISTIN JOHNS Application Number: BLD20180601 Project Address: 22618 98TH AVE W, EDMONDS PROPERTY JOHN R & LAURIE M ALBRECHT KRISTIN HANSON 22618 98TH AVE W EDMONDS, WA 98020-5980 (425)774-7129 652 ALDER ST EDMONDS, WA 98020 (425) 774-7129 Work Description: FILL IN FRONT PORCH TO LIVING 5' 15'. ALL UNDER EXISTING ROOF. NO NEW LOT COVERAGE, Outstanding Items at Time of Submittal: It is anticipated that the following departments will be reviewing your application: ❑ Building ❑ Planning ❑ Engineering ❑ Fire Please wait to re -submit corrections until after you have received comments from all reviewing departments. I HEREBY ACKNOW LEDGE THAT I HAVE READ THIS APPLICATION THAT THE INFORMAT10N GIVPI' IS CORRECT AND THATI AM THEPROPERTY OWNER, OR THEDULY AUTHORIZED AGENT OF THE PROPERTY OWNER TO SUBMITA BUILDING PERMIT APPLICATION TO THECITY. SIGNATURE (OWNER OR AGENT) PRINT NAME DATE SIGNED To view up to date information about your application please visit the City of Edmonds Development Services website at http://www.ednwndswa.gov. U' DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION -est. 18go 121 50' Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 f Fax 425.771.0221 PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS (Street, Suite #, City State, Zip): 2Z4-1 S 98 dsv E W Parcel #: &8 45 o 7,00 ?0o0o z— Subdivision/Lot #: ©VRTNe1e1; A0JgEsTEA rP Project Valuation: $ � Zf�O • as APPLICANT: KV_I_ 'ItW Phone: 4Zri-714.11Z Fax: Address (Street, City, State, Zip): %5L ALZfP- 5r 1=• 1907-0 E-Mail Address- havilovi AR"1 K�.)61 mtul "M PROPERTY OWNER: LAvlz,tF_ .132©w1J Phone: Fax: Address (Street, City, State, Zip): € t� E-Mail Address: ZZ& l $ ?A A \J LENDING AGENCY Phone: Fax: Address (Street, Ci , State, Zip): E-Mail Address: CONTRACTOR:* �IUG M l �c..E�--. Phone: �Zy • ��2 - � a7� Fax: Address (Street, City, State, Zip): E-Mail Address: , ert'c. vK i tt-w 14 vv� t • (M-.X *Contractor most have a valid City of Edmonds business license prior to WA State License #/Exp. Date: IF— M t I.A. M I $ i j 9 N < 20 11 doing work in the City. Contact the City Clerk's Office at 425.775.2525 City Business License #/Bxp. Date: DETAIL THE SCOPE OF WORK: F (U_ IN T RO NT FQ IZC 4 TO t✓1 V J N 6q. 5t A E 5' -, ALA, U N R EF— E,)C. R. ©0 r NO I Jelw LOIT Cover_ E1 . PROPOSED NEWSQUARE FOOTAGE FOR THIS PROJECT: Basement: s . ft. Select Basement Type: Finished Unfinished I" Floor: t -195 s . ft. Garage/Carport: s . ft. 2nd Floor: s . ft. Deck/Cvrd Porch/Patio: s . ft. Bedrooms # Full-3/4 Bath # Half -Bath # Other: s . ft. Fire Sprinklers: Yes No Li I Retaining Wall: Yes No Grading: Cut cu. yds. Fill cu.yds. I Cut/Fill in Critical Area: Yes LJ No LJ I declare under penalty of perjury laws that the information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. _ �C � \ C�(F Print Name: K _ Owner ❑ Agent/Other Ef('Specify): &N A-(eLcA 3,( Signature: 5 „( Date: FORM A LABuilding New Folder 201000NE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1 /17/2014 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 51ZOW N 1-Z15TJN ANso l� zzee 15 QVF- Z •'774 1V1 °j P>OZ.o dn50n ' no a hnax 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. c� Authorized Representative " '� 1 �Y� Date 1• 2(p C� All Climate Zones R-Valuee U-Factors Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceilingk 49' 0.026 Wood Frame Wall,,m," 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 309 0.029 Below Grade Wall"`" 10/15/21 int + TB 0.042 Slab R-Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. h dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve following minimum number of credits: 1. Small Dwelling Unit: 1.6 credits 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. F12. 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. FJ3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 lb Efficient Building Envelope lb 1.0 1c Efficient Building Envelope 1c 2.0 1d Efficient Building Envelope 1d 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 6 IRenewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions 0.0 0.00 Pagel of 3 PA APA Wall Bracing Calculator Project Report Builder/Designer Eric Home/Building Plan Name Brown Addition Development Address 22618 98th AVE W Code BASED ON 2015 IRC SDC (Seismic Design Category) DO Wind Speed <= 110 mph Wind Exposure Category EXPOSURE B Total Number of Stories 1 STORY Cripple Wall NO Mean Roof Height less than 30 ft. YES STORY 1 A B 1 i 2 WALL LINE ELEVATION VIEW B1 https://www.apawood.org/wall-bracing-calculator 5/ 14/2018 Page 2 of 3 WALL LINE PLAN VIEW B1 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story A CS-WSP 1.26 2.84 1.7 7.06 7.06 27 Compliant Wall Line BracingAdjacent Segment Qualified Tension Segment Method Length opening Height Segment Mails Tie Hold Down B1 CS-WSP 271011 27 6"/12" When SDC C Townhouse and DO-D2 are selected, check that irregularities in R301.2.2.2.5 are evaluated. https://www.apawood.org/wall-bracing-calculator 5/14/2018 Page 3 of 3 WALL LINE ELEVATION VIEW � I B1 B2 B3 B4 WALL LINE PLAN VIEW B1 B2 B3 B4 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 1 CS-WSP 1.26 5.1 1.84 8.46 8.46 10 Compliant Wall Line BracingSe Adjacent Segment Qualified Tension Segment Method Length Opening Height Segment Nails Tie Hold Down B1 CS-WSP 3' 0" 4' 0" 3 6"/12" B2 CS-WSP 1' 0" 61811 0 6"/12" B3 CS-WSP 3' 0" 6' 8" 3 611/12" B4 CS-WSP 4' 0" 4 6"/12" When SDC C Townhouse and DO-D2 are selected, check that irregularities in R301.2.2.2.5 are evaluated. Brown Addition 1 22618 98th AVE W I BASED ON 2015 IRC APA Wall Bracing Calculator v2.5.0 https://www.apawood.org/wall-bracing-calculator 5/14/2018 t -* .". ta, BUILDING PERMIT APPLICATION Permit #: Development Services Building Division 121 5th Ave N / Edmonds, WA 98020 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: htto://www.edmondswa.gov/ JOB SITE INFORMATION/LOCATION: (Where the work is taking place) g Job Site Address: 22-616 IS Ave- w Parcel: 1o4 FJ 070o l 000000 2- Lot /Unit/Suite #: Subdivision: Eo VXTWF' R,t 5 PROPERTY OWNER: 1"t0tAf5 `EA D Name: LAVRIf� 13tZOWIJ 1 Mailing Address: ZZ co l8 l Vfp Qyr— K City/State/Zip: 8 Phone #: Email: ' OWNER INSTALLATION: *If yVowner?No �Will work be performed by the proNoI own, residein, or will reside s ure. This installation is being madat I wn which is not intended for sale, lease, re according to RCW 18.27.090. Owner Signature: APPLICANT/ CONTACT INFORMA ON: Name of Applicant: Mailing Address: City/State/Zip: Phone #: E-mail: GENERAL CONTRACTOR: (If different from applicant) r C nn'' General Contractorp,Eiy��..l C p� I�.(,, li Mailing Address: te) J 010 6t a-yt- Vr City/State/Zip: LP two Phone #: 42pc7' -17Z — t 0770 0 E-mail: E;YiC1'YII II�Y':�4' Q7 /�YrIGIA�• Caws WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE: fMu mQ)$at Nr, 8.2-wtj CITY OF EDMONDS BUSINESS LICENSE M TYPE OF ❑ Accessory Structure/ Detached Garage Details .. ❑ Addition ❑ Demolition ❑ Mechanical ❑ New Single Family / D` plex ❑ Plumbing ❑ Fire Sprinkler ❑ Remodel ❑ New Corn rcial/ Mixed Use [ire -Roof ❑ Sign ❑ Tank Yenant I rovement ❑ Other Remodel Permit fees are based on: The value of the work performed. Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the work indicated on this application. Valuation: PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION Basement sq ft: Finished ❑ Unfinished ❑ 1st Floor, sq ft: 2nd Floor, sq ft: Garage/Carport:, sq ft: Deck/Covered Porch/Patio: Other sq ft: PROJECT DESCRIPTION YeMIDI vie `+C)V-JA. &Um' w #aKda n ,,oca . I certify that the information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: 60� AW 4�Z� Signature: ��.� — Date S �¢ GENERAL• . DATA Occupancy Group(s): Occupant Load(s): Type(s) of Construction: Fire Sprinklers: Yes ❑ No A WA STATE ENERGY CODE:,gor project affects the building envelope, mechanical systems, alnyQr lighting, you must complete the appropriate WSEC for s. DEFERRED SUBMITTALS: All commercial building permits that will require associated plumbing, mechanical, fire sprinkler, and/or fire alarm permits are applied for separately. TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet EQUIPMENTMECHANICAL • andRelocated) BTUs Gas / Elec / Other Qty A/C Unit /Compressor Air Handler /VAV Boiler Dryer Duct Exhaust Fans Fireplace Furnace Heat Pump Unit Hydronic Heating Roof Top Unit (Provide eleva- tions if a Commercial Bldg) Other: COUNTSPLUMBING FIXTURE • •• or • •• Qty QtY Clothes Washer Tub/ Showers Dishwasher Backflow Device (RPBA, DCDA, AVB) Drinking Fountain Pressure Reduction/ Regulator Valve Floor Drain/Sink Refrigerator Water Supply Hose Bibs Water Heater - Tankless? Y or N Hydronic Heat Water Service Line Sinks Other: Toilets Other: GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped) BTUs Qty BTUs Qty A/C Unit Outdoor BBQ/ Fire pit Boiler Stove/Range/Oven Dryer Water Heater Fireplace/ Insert Other: Furnace Other: COUNTSMEDICAL GAS, AIR VACUUM Relocated or • ••• Qty Qty Carbon Dioxide Nitrous Oxide Helium Oxygen Medical Air Other: Medical - Surgical Vacuum Other: DEMOLITION Type of structure to be demolished: Square footage of structure to be demolished: AHERA Survey done? Y / N PSCAA Case #: Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ Fill in Place ❑ Fill Material: Removal ❑ Size of Tank (Gallons) Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ GRADE/FILL/EXCAVATE Grading: Cut cubic yards Fill cubic yards Cut / Fill in Critical Area: Yes ❑ No ❑ GENERALPROVISIONS APPLICATIONS: Applications are valid for a maximum of 1 year. ESLHA Applications, Z years. LICENSING: All contractors and subcontractors are required to be licensed with Washington State Department of Labor & Industries and have a current City of Edmonds Business License. Wood Beam rfl,$A W IMENI! Project Title: BROWN Engineer. rtvo�i�lv Project ID: IProject Descr. Printed: 10 OCT 2018, 11:22AM Description : N BM 1 '� �L A REA �OFESSIOl�� `� CODE REFERS S 1 Calculations per NDS 2015, 18C 2015, CBC 1 , ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb + 2,400.0 psi E: Modulus of Elasticity Load Combination ASCE7-10 Fb- 1,850.0psi Ebend-xx 1,800.Oksi Fc - Pdl 1,650.0 psi Eminbend - xx 950.Oksi Wood Species : DF/DF Fc -Perp 650.0psi Ebend-yy 1,600.Oksi Wood Grade : 24F - V4 Fv 265.0 psi Eminbend - yy 850.Oksi R 1,100.Opsi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling ....................._ .. 1)(1). 1 35t Lr(0.27) 0 i i I 3.125x9 Span = 11.50 ft Applied Loads Service loads entered. Load Factors will be applied. for calculations. Uniform Load: D = 0.010, Lr = 0.020 ksf, Tributary Width =13.50 ft, (RF) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.6351 1 Maximum Shear Stress Ratio = 0.328 : 1 Section used for this span 3.125x9 Section used for this span 3.125x9 fb : Actual 1,904.40psi fv : Actual = 108.79 psi FB : Allowable = 3,000.00psi Fv : Allowable = 331.25 psi Load Combination +D+Lr*H Load Combination +D+Lr+H Location of maximum on span = 5.750ft Location of maximum.on span = 0-000ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.313 in Ratio = 441 >=240 - Max Upward Transient Deflection 0.000 in Ratio = 0 <240 Max Downward Total Deflection OA69 in Ratio = 294 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <190 Vertical Reactions Support notation: Far Left is #1 - Values in KIPS Load Combination Support 1 Support 2 Overall MNOmum 2.32 22.329 I� O Overall MIN'mum 1.553 1.553 p +O+H +D+L+H 0.776 0.776 0.776 0.776�✓� , ( !_ +D+Lr+H 2.329 2.329 +D+S+H 0.776 0.776 +D+0.750Lr+0.750L+H 1.941 1.941 +D+0.750L+0.750S+H 0.776 0.776 +D+0.60W+H 0.776 0.716 - c. ; ..I ,�� J U N Z 4 2019 +D+0.70E+H 0.776 0.776�- :- - t '- +D+0.750Lr+0.750L+0.450W+H 1.941 1.941 �=' _--- BUILDING DEPARTMENT CITY OF EDMONDS Project Title: BROWN Engineer: Project ID: Project Descr: Printed: 10 OCT 2018, 11:22AM Wood Beam M = c:�LkmVT4=CUME-lulasr8M-11CURREN-1ucR SnN.ec6 Description: NEW BM 1 Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.750L+0.750S+0.450W+H 0.776 0.776 +D+0.750L+0.750S+0.5250E+H 0.776 0.776 +0.60D+0.60W+0.60H 0.466 0.466 +0.60D+0.70E+0.60H 0.466 0.466 D Only 0.776 0.776 Lr Only 1.553 1.553 L Only S Only W Only E Only H Only Project Title: BROWN 1,1. All Engineer. P tN q� Project ID: Project Descr. o � Q < W Printed: 10 OCT 2018. 11:22AM Wood Beam N = ClJsmVadyJocu►E-lkuPSTW-,IculuRe+-lUQM iii Description: N M 2 CODE REFERENCES Calcuiabons per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb + 2400 psi E : Modulus of Elasiicciiyy Load Combination ASCE 7-10 Fb - 1850 psi Ebend- xx 1800ksi Fc - Pdl 1650 psi Eminbend - xx, 950ksi Wood Species : DFlDF Fe - Perp 650 psi Ebend- yy 1600ksi Wood Grade : 24F - V4 Fv 265 psi Eminbend - yy 850ksi Ft 1100 psi Density 31.2pd Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0.78) Lr(1.55) 3.12502 Span = 7.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.780, Lr =1.550 , Tributary Width =1.0 ft, (BM 1) DESIGN SUMMARY • • Maximum Bending Stress Ratio = 0.8741 Maximum Shear Stress Ratio = 0.778 : 1 Section used for this span 3.125x12 Section used for this span 3.125x12 fb : Actual 2,621.25psi fv : Actual = 257.66 psi FB : Allowable = 3,000A0psi Fv : Allowable = 331.25 psi Load Combination *D+Lr+H Load Combination +D+U+H Location of maximum on span = 3.750ft Location of maximum on span = 6.515ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.137 in Ratio = 656>=240 Max Upward Transient Deflection 0.000 in Ratio = 0 <240 Max Downward Total Deflection 0.206 in Ratio = 436 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum OverallMINimum 8.738 5.813 8.738 5.813 B a0l s o(oo +D+H 2.925 2.925 +D+L+H +D+lr+H 2. 8.738738 2. 8.738738 I� +D+S+H 2.925 2.925 +D+0.750Lr+0.750L+H 7.284 7284 J J U 201n +D+0.750L+0.750S+H 2.925 2.925 .+':�', - 1 +D+0.60W+H 2-925 2.925 f� •t•C'. i �, �`, ... - • - BUILDING DEPARTMENT +D+0.70E+H 2.925 2.925 <i CITY OF EDMONDS +D+0.75oLr+0.750L+0.450W+H 7.284 7.284 Project Title: BROWN Engineer. Project ID: Project Descr. Printed: 10 OCT 2018, 11:22APA File =ClUseMWXtytWcumt- nm nursi-ln.unncn-nnnw1o. Wit: Beamc+ Desaiption : NEW SM 2 Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support2 +D+0.750L+0.750S+0.450W+H 2.925 2.925 +D+0.750L+0.750S+0.5250E+H 2.926 2.926 +0.60D+0.60W+O.6OH 1.755 1.755 +0.60D+0.70E+0.60H 1.755 1.755 D Only 2.925 2.925 Lr Only 5.813 5.813 L Only S Only W Only E Only H Only A; . * C t� A�► Project Title: BROWN N�tic'9,L Engineer: • _ �o Project ID: e y Project Descr. / W Printed: 10 OCT 2018, 11_:23AM 442 �O Re UME-11UPSiWM11CUR1 N-t1KRISTIN ec6 Wood Beam �,��'?16101Srti�`_�v 3� , �, /UN AL Description: N `./ q CODE REFERENCES( l Calculations per NDS 2015, IBC 2015, CBC 2616, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb + 2,400.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb- 1,850.0 psi Ebend-xx 1,800.Oksi Fc - Pdl 1,650.0 psi Eminbend - xx 950.Oksi Fc - Perp 650.0 psi Ebend-yy 1,600.Oksi Wood Species : DFIDF Fv 265.0 psi Eminbend - yy 850.Oksi Wood Grade : 24F - V4 Ft 1,100.0 psi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D 0.2025 LrO.3375 � c 3.125x12 Span = 15.0 ft Service loads entered. Load Factors will be applied for calculations. Applied Loads Uniform Load : D = 0.0150, Lr = 0.0250 ksf, Tributary Width =13.50 ft, (RF) Design • DESIGN SUMMARY Maximum Bending Stress Ratio = 0.81Q 1 Maximum Shear Stress Ratio - 0.425 : 1 3.125x12 Section used for this span 3.125x12 Section used for this span - 140.72 psi fb : Actual = 2,430.00psi 3.000.00psi fv : Actual Fv : Allowable - = 331.25 psi FS : Allowable = Load Combination +D+Lr*H 7.500ft Load Combination Location of maximum on span - +D+Lr+H 14.015ft Location of maximum on span = = Span # 1 Span # where maximum occurs - Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.477 in Ratio = 377 >=240 Max Upward Transient Deflection 0.000 in Ratio = 0 <240 Max Downward Total Deflection 0.764 in Ratio = 235>=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Vertical ReactionsSupport notation: Far left is 91 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.050 4.050 Overall MINhum +D+H 2.531 2.531 1.519 1.519✓f� ' +D+L+H +D+Lr+H 1.519 1.519 4.050 4.050 �� J� n r +D+S+H 1.519 1.519v Lo +D+0.750Lrt0.750L+H 3.417 3.417 1.519 1.519 JUN Z 4 2019 +D+0.760L+0.750S+H +D+O.60W+H 1.519 1.519 1.519 1.519 ,� � /�/'�,� �;« 1� BUILDING DEPARTMENT +WJ50Lr+0.750L+0.450W+H 3.417 3.417 yl `i, ��/ '� CITY OF EDMONDS 10- .. Uptate Engmeenng PO Box 962 Lynnwood, NA 98M .(206) 2%4716 F. (206) 834-6261 Wood Beam Desaiption : MEW BM 3 Project Trde: BROWN Engineer: Project ID: Project Descr. Printed: 10 OCT 2018, 11:23AM Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support2 +D+0. 50L+0.750S+0.450W+H 1.519 1.519 +D+0.750L+0.750S+0.5250E+H 1.519 1.519 +0.60D+0.60W+0.60H 0.911 0.911 +0.60D+0.70E+0.60H 0.911 0.911 D Only 1.519 1.519 Lr Only 2.531 2.531 L Only S Only W Only E Only H Only azm FL 5Nl A T 3 a L5 �b 0 9 c'hPh611� N F N a uM 41 • � New rt�.rc� 1�FINy p,� x NEW_c�A13L� LJ OOD I Ex•Pool N _ ®® ID�7•a W ' 0 2 N J , DESIGN CRITERIA FOR EDMONQS Min. Roof Snow Load 25 psf (non-mduceable) Ground Snow Load 25 psf Seismic Design Category D1 Wind Speed 85 mph (Basic), 110mph (Ultimate) Wind Exposure B,C & D (varies with location contact plan review staff) Winter Design Temp 27 degrees F (-3 degree C) Mean Annual Temp 50 degrees F (10 degree C) — r-ovtt•ICa 2.0-W- OWNER: 5/2019 LAURIE BROWN 22618 98TIAVE WEST EDMONDS 98020 TAX No: 004 50700 70000002 LEGAL: FOURTNER'S HOMESTEAD PLAT E BLK 007 D 02 ° 103 FT N 2/3 OF TR i6 EXC N 136 FT TH OF. o E W L BUILT: 1963 m ZONE: RS-8 0 .� LOTSIZE: 8,712 SQFT Z o 0 LOT COVERAGE: NO NEW C7 W v1 IZ m Lu y L SCOPE of PROJECT: N REMOVE TORCH DOWN ROOF ON EAST Z n SECTION. REPLACE WITH METAL SEAMED Z a ROOF. ROOF OVER FRAMING. Q N ^ = e a NO NEW LOT COVERAGE. NO INTERIOR WORK. CONTACT DURING PERMIT PHASE: KRISTIN HANSON HANSON DESIGN 652 ALDERST EDMONDS 98020 N 425-774-7129 W hansondesi¢n@hotmail.com W a 00 C9AZD18 -009 OMM1 /ZDIQj CONTRACTOR, W ERIC MILLER N E. MILLER, INC N 18300 88T" AVE WEST EDMONDS 98020 425-772-9070 cell Z eriCmiIIer14(@gmajI.com LIC: EMLLM1859 NK exp 8-2-2019 0 m ZONE: RS -8: 2 FRONTS: 25 FT 2 SIDES : 5 FT NO REAR / CORNER LOT EAVES 30 IN. INTO SETBACK, & 5 FT OFF PROPERTY LINE. D BY PLANNING SI z") I �I CITT—�111 }, THE CONTRACTOR SHALL VERIFY HAY 15 2019 j ALL DIMENSIONS AND CONDITIONS ` c rirvcFc� on�'x�'T IN THE FIELD PRIOR TO CON77?OC7ION. ALL DISCREPANCIES SHALL BE , ^ u > REPORTED TO THE DESIGNER - Do NOT SCALE DRAWRVGS B LD 20 l8 OW ri/yom "io2C11-DOWN —1Z /z I d F- Y-, P-2 1 ti46t E. ,T LEFT ff-LE. A I o c~n YA 1'-0° ❑ ❑ 2 FFM 0 �o �I W �uiLT 1�1[�3 W 2 F 00 01 00 to N N Z _ m ,.d ?A—O " y PR 1/EB �Y PLAN G ILl - REVISION MAY f 5 2019 ti 1 YL a b J• Ldj L x" N N N It N — � N m � � S 3 h -- 2r`/eX 1 �Lt4 40 X I Z� R.IDCa� 0 -r � �Ele.l k.ODG (3Eta Mh N F7iL172016—DU01 it -m nla A'f'GC. rkGC�i -foo Low � X.15'tl�1Ca IZ O o>% X4 1'-0" AIR BAFFLES, USE BAFFLES TO PREVENT INSULATION - FROM SLIPPINGIBLOCKING VENTILATION. EXTEND BAFFLE TO A POINT AT LEAST: 6 IN. ABOVE BATT INSUL 12 in ABOVE BLOWN -IN.. ROOF -OVER FRAMING HEM -FIR #2 @ 24 " O.C. SPAN SIZE 0' — 6' 2x4 6' — 9' 2x6 9' —12' 2x8 REVISH) PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION ROOF VENTILATION :1: 300 1 DATE AREA OF ROOF: 81C. SQ FT VENT AREA REQUIRED: 2,,ge, SQ IN DISTRIBUTION OF VENTS: 50% IN UPPER PORTION: L°L5 SQ IN 50%IN LOWER PORTION: L`15 SQIN ROOF JACKS: 50.60 SQ IN EACH RIDGE VENTS:— 18 SQ IN/LIN FT CON'T SOFFITS: —} 9 SQ IN / LIN FT GABLE VENTS: 75%OF VENT AREA CZAI>st N I c- l2�ZIz SLo oto oVf4L. V� M P � I. C' I PGtE Ex•6Ec�rot(Po51 I r IZ.ENIOVE. EJL• 'f occi4 -pOWNI (II Neww 1Y*e cDx '8d a IL' ril; I hlt!lW Mr-UL, lz.00Fl wl u� Re"(DENce. 1 IJkW VEN'fll.-A'flOf.(. �X• INSVLA f101�1 R39 OY CDOC.- �� THE CONTRACTOR. SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONMUC77ON. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER. DONOTSCALEDRAWRVGS 9 —r N off IL MEW F_D®F-OV F_.p_ eXI'vr FRAMN4 O To REMAttJ� � REVISION y, MAY 15 2019 :;�iunuuo��rr H Lu Lu Q 0I 4m 00 T-1 t0 N N m > 2(-a -to a - rLo p05u �STILE-FT- %" fg-OF06EA F[ZQq C EXIST. NO CHAtjaE �J J REVISED PLAN ROVED CITY()"' L"NIONDS BUILDING DIVISION PLANS F:CA:IINERZ, DATE 3k9 N W 3 W Q 00 M 0o co N N Z O I= m NAILING SCHEDULE NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN Y,,THEIR LENGTH NOR CLOSER TO THE EDGE OF MEMBER THAN Y4. THEIR LENGTH. NAILING NOT NOTED BELOW OR ON PLANS SHALL BE MINIMUM OF 2 NAILS AT EACH CONTACT: 8d FOR 1 x MATERIAL and 16d FOR 2x MATERIAL jUST/ RAFTER ATALL BEARING -TOENAIL 3-10d IOLST/ RAFTER To SIDES of STUD 3 16d . 2x8MEMBERORSHAULOWER FOR FAIN ADORIONALFOUR(4) INCITES OF DEPTH 1-I6d DOUBIEJOLSTS,RAFTEMHEAUERS 2-16d012'oc BLOWNG BETWEENJOWWRAFTERS: TOIOnTJMFTE MENARFASR1EEAMD 2-10d TOIOIST/IIAFIERS BEARINGS TOE NAR, EASIDE :, 2-IW BLOCIDNG BETWEEN STUDS, TOE NAILS, DIoI ENO 2-IOd Bu01LUPCORummu5 I6d 02r— Y SUBFLOORTOJOIST/GIRDER, BOND/FACE NNL IM 0IV-- TOPPIAIE/SOLEPIAETOSIUD, END NAR 2-16d02x4 3-16d02x6 TOENAIL 4M DOUBUDSTUDS, FACENAIL 16d01Y e.c Dou'REDTOPPIATES,FAFi NAIL 2-16d016'o.c TMPIAIaM(V_VMIN)FA NAR II -Id ' TOP %AYES, INTERSECTIONS, FACE NAM 2-16d CONTINUOUS HEADER TO STUD,TOE NAM 4-3d HUNG 105TS. LAPS OVER PARTITIONS, FACE NAIL3-16d ,OUNGJ011TSMFMAIIELRAFTEM, FACE NAIL 3-16d CFJLINGJOISTLEDGE94ACE NNLTOSTUM 2x4 W42x6 2-16d 2 x8 mdUPWZX12 3-6d LEOGERTOSTUDS IFBMENTERo SIWLOWER 3-16d FOREACHADDITONAL2• I-16d., SMOKE DETECTORS IRC 314 ALL NEW CONSTUCTION / REMODELS REQUIRING A PERMIT MUST INSTALL APPROVED UNITS. LOCATIONS: IN EACH SLEEPING ROOM OUTSIDE SLEEPING AREAS (HALL) - ON EACH FLOOR -INCLUDING HABITABLE ATTICS/ BASEMENTS. GARAGE OPTIONAL, BUT RECOMMENDED. RANGE OF UNITS: ABOUT 15 FT: ALARM DEVISES INTERCONNECTED SO ALLACNVATED TOGETHER NEW CONSTRUCTION REQ WIRED TOGETHER REMODELS, ALTERATIONS, ADDITIONS: CAN BE BATTERY OPERATED. CARBON MONOXIDE ALARMS IRC3MI/RCW19.27530 REQUIRED OUTSIDE SLEEPING AREAS IN HOMER AppUANCES�. ON ALL FLOORS. REQUIRED IN BEDROOMS WITH GAS FIRED APPLIANCES, LIKE FIREPLACE MUST BE HARD-WIRED/PLUG-IN NOTBATTERY, (, _COMBO WITH SMOKE ALARMS: OK PERMIT =INSTALLATION INSTALLATION, — 'MUSS NOTES • STRESS ANALYSIS/DRAWINGS/DETAILS SHALL BE STAMPED BY AN APRROVED STATE OF WASHINGTON REGISTERED ENGINEER. • PRE -MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURER'S STAMP • USE APPROVED APPLICABLE RUSS SUPPORT HANGERS • - ALL ROOF TRUSSES SHALL BE SO FRAMED AND INTO THE FRAMEWRKSOASTO FORM AN NTEGRAL PARTOF THE WHOLE BUILDING. ROOF TRUSSES SHALLHAVE JOINTS WELL -FITTED AND SHALL HAVE ALLTENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPONTHETRUSS. DIAGONAL/SWAY BRACING SHALL BE USED. • ENGINEERING DATE/DETAILS SHALL BE APPROVED BY THE BUILDING OFFICIAL BEFORE ANY HELD CUT OR TRUSS ALTERATION. • FIELD IDENTIFICATION OF LIGHT METAL PLATE -CONNECTED TRUSSES IS REQUIRED. INFORMATION BRANDED, MARKED OR OTHERWISE PERMANENTLY AFFIXED TO EACH TRUSS SHALL - I. CONTAIN THE FOLLOWING: IDENTIFICATION OF TRUSS COMPANY THE DESIGN LOAD THE TRUSS SPACING. i ~- WSEC 2015 WASHINGTON STATE ENERGY CODE MARINEZONE4: • A125 . WINDOWS(VERICAL) Am. MIN SKYLIGHTS U.50 CEILING R49(R 38 WI RAISED HEEL/ Or STICK FRAMED) WOODFRAMEWALL R21 FLOOR aw R-1it BELOW GRADE WALL 10/L5/211nt-TB SLAB ON GRADE RIO R ICI CONTINUOUS UNDER HEATEDSIAB. RIO CONTINUOUSAROUNDEXIERIOR 241N ATTIC DUCTS R 8 R.J000NTNWUSINSULATION ON E CrER10R OF WALLor R-15 CONTINUOUS INSULATION ON THE INTERIOR OF WALLor R-21 CAVITY INSULATION PLUSTHERMALBREAK BETWEEN SLAB and BASEMENT WALL ATTIRE INTERIOR OF BASEMENT WALL 10/ISnu+TB: - R 30 CONT. INSULON THE EXTERIOROF WALL or R 15 ON THE CONTINUSOUS INSULATION OFTHE INTERIOROF WALL or. R 21 CAVIY INSULATION +THERMAL BREAKBETWEEN SLAB - BASEMENT WALLATINTERIOR OF BASEMENT WALL or R13 CAVITY INSULATION ON INFERIOR OF aASEMENTWALLS PLUS R SCONnNUOUSINSUTATIONONINTERIORIOMRIOROFWALL R13MEANS: 11100ONTINSULONTHEINXER/OTTER OF HOME or R 13 CAVITY INSULATTHE INTER.OF BASEMENT WALL • 10113MEM R-10 CONTINUOUS INSULATION ON THE INTERIOR/EXTERIOR OF THE HOME or R 13 INSULATION ATTHE INTERIOR OFTHE BASEMENT WALL • TO MEANS THERMALBREAKBETWEEN FLOOR SLAG/BASEMENTWALL BELOW GRADE INSULATION OPTIONS WSEC'10IV R402.2.8 owfeo4Nc,tYr . 6RPALP,TYf R2I R•5 R.lo Ur P.10 . R-11 . fL10 FN(AT R5 HG1 qp CHAT - i R•10 R 10 RIO - _ WOOD CONSTRUCTION STUD: 2x4, 2x6, 3x4, 3x6 HEM -FIR SILLPLATE: 2x4,26,21M,3x6 HEM -FIR POST/COLUMN 4x DOUGFIR#1 POST/COLUMN 6x ' DOUG-FIR#1 JOISTS 2x8to2x12 HEM-FIR#2 BEAMS/HEADERS 4x6 t04x12 HEM-FIR#1 GLU-LAM BEAMS(GLB): topfiber bott fiber stress Fc 24F-V4 12ODpsi 2400 PSI 24 F-V8 2400 psi 2400 psi PARALIAMS (PSL) 2900psl . 29 O psi 2900 PSI ROOF SHEATHING: 15/32"DOC PS-I/PS-2 APA RATED 32/16 SPAN RATING w/ EXPOSURE 1 GLUE. SUB -FLOOR SHEATHING: %"DOC PS]/PS-2 APA RATED ' STURD-14 LOOR 241N O.C. . WITH EKP I GLUE. WALL STURCURAL PANELS: SEE ENGINEERINGFORTHICKNESS. • USE QUALITY WOOD MEMBERS WITH NO SPLITS, KNOTS • METAL CUPS, ETC TO BE SIMPSON STRONG i ME. NAIUNG PER MANFACTURER. • SEE ENGINEERING NOTES FOR BOLTS. i • ALLWOOD IN CONTACTWTTIt CONCRETE SHALL BE PRESSURE TREATED, PER AWPASTANDARDS FOR WESTERN SPECIES. BOLTS, NUTS & SCREWS USED IN EXTERIOR APPLICATIONS/PRESSURE TRETED MATERAAi SHALLBE HOT -DIPPED GAULNIZED (ASTM A353)OR STAINLESS STEEL HOLD DOWN DIVICES COATED WITH CORROSION PROTECTION PER ASTM A123. CONCRETE COMPRESSION IN 28 DAYS SACICMIX SLA13-0N-GRADE 30DO PSI (INTERIOR) SLAB -ON -GRADE 30DOPSI 5x (EXTERIOR) BASEMENTWALL 2500 5% FOOTINGS 2500 5% CONT. FOOTINGS 2500 I 5% REBAR: IXC IZ•4o41.3.3••1I #4OR LESS GRW&*'.ir-4oE as - H50RGREATER ORAOE•60 DEFINITIONS FOOTING: FOUNDATIONALSUPPORT, USUALLY MASONRY. UVELOADS: LOADS PRODUCED BY USE/OCCUPANCY OF STRUCTURE DEADLOADS: WDGHTOFALL MATERIALS OF CONSTRUCTION INCORPORATED, INCLUDING FLOORS, ROOF, WALLS ETC NOTFURNITURE ROOF LIVE LOADS: DURING MAIMEUTANCETHTME MPRODUCED BYWORXENS,EQUIPMENf TERWS FRAMING: SKELETON OF BUILDING, INTERIIIIIIddddddR& - TOR WALLS, FLOORS, ROOFS. . PLATE: HORIZONTAL FRAMING MEMBERATTOP/BOTMM OF WALLSTUDS. i. STUD: VERTICAL MEMBER OF FRAME WALL, AT ENDS AND EVERY16 OR 24INCHES ON CENTER JOIST: - ONE OF A SERIES OF PARALLEL FRAMING MEMBERS THAT SUPPORT A FLOOR OR CEILING. DESIGN CRITERIA CONSTRUCTIONTYPE: VB OCCUPANCY: R3 SEISMIC DESIGN D1 WIND SPEED 85/130MP EXPOSURE BIC SNOW LOAD 25 PSF FROST LINE DEPTH 18 INCHES WINTERTEMP 17 degrees ICE BARRIER REQ No ANNUALMEANTEMP 49 d ' ASSUMEDBEARING SOIL 2000 PSF (ATNEWFOUNDATIONS) GRAVITY LOADS ROOF DEAD LOAD 15 psi ROOF LIVE LOAD 25 psf FLOOR DEAD LOAD 15 psf FLOOR LIVE LOAD 40 PSI BALCONY LIVE LOAD 60 PSI PARTITION LOADS 10 PSf 20151RC 201�i IMC 201r2IFC FIRE CODE 2016 WSEC 2011 NAT ELEC CODE WA STATE AMENDMENTS GENERAL CONSTRUCTION NOES: T egrets g N 10 ALLW01'.K MUST COMPLY WITH ALLCURRENTLY ACCEPTED CODES: E :215 INTERNATIONAL BUILDING CODE (IBC) m o :1015 INTERNATIONAL RESIDENTIAL. CODE (IRC) H and,ULOTHERAPPUCABLEMECHANICAL/SAFETYCODES. . 'j 2 m O L AL- MATERIALS AND WORKMANSHIP SHALL CONFORM TO I"N m' w TH!: REQUIREMENTS OFTHE DRAWINGS, SPECIFICATIONS AND NOTES. ":- L DI': 4ENSIONS ARE TO FACE -OF -FRAMING. DONOTSCALE y q- DRAWINGS. FIELD VERIFY BEFORE CONSTRUCTION or OR IERING SPECIFIC MATERIALS. w 1� 3. VERIFY EXISTING CONDITIONS, GRADES AND DIMENSIONSAT TH.'SITE. LOCATON OF BUILDING ON PROPERTY LIES WITH JF�• TH'.:OWNER/CONTRACTOR, BUILDING PERIMETER AND FLOOR p: Ell VATIONS SHALL BE ESTABLISHED. BUILDING SET -BACKS AN D HEIGHT RESTRICTIONS COMPLIANCE SHALL BE VERIFIED BY CONTRACTOR. ' 4.UCENSEDSURVEYORSHALLVERIFYEXCAVATIONS/HEIGHTSIF REIlUIRED/NEEDEO. S. CO.MPETENT EXPERIENCED MECHANICAL ENGINEER, LICENSED CO WRACTOR OR PLUMBER SHALL DESIGN THE PLOMBING, W HEWING, VENTILATION, SPRINKLER AND AIR CONDITIONING STEMS. PERMITS FOR ALL WORK BEFORE BEGINNING. ui E. FU INACE & WATERHEATERS: INSTALL PER WSEC, IRC OR ' LO AL CODES. WHEN GAS APPLIANCES LOCATED IN GARAGES O AL. PILOTS, BURNERS, SWITCHES LOCATED AMIN. of 18 : . INCHES ABOVE FINISHED FLOOR PROVIDE SYSTEM FOR _ Z , AD EQUATE COMBUSTION AIR SUCH APPLIANCES IN GARAGES TO BE PROTECTED FROM DAMAGE WITH BOUARDS/BARRISRS. 7. DU CTALL FANS, VENTS. DRYER, RANGE HOODSTO OUTSIDE. - IN'ULATE IN UNHEATED SPACES. CHAP, 17 . & Kn CHEN VENT FANS OVER 399 CFM TO BE PROVIDED WITH' - MI XE-UP AIR AT APPROX. THE SAME EXHAUST AIR RATE. M)503.4 O 9. WAERE REQ ROOF/FOOTING DRAINS SHALL BE TIGHT -LINED SEPARATELYTO APPROVED DISPOSAL STORM DRAINAGE CC NTROL SHALL MEET THE REQ, OF THE ENGINEERING DEFT ST, INDARD PLAN FOR THE JURISDICTION GOVERNING THE ( ' CC NSTRUCTION SITE v 10. PROVIDE FURRINGS, AS REQ,TO CONCEAL MECHANICAL/ ' EU.CTI ICAL WORK IN ALL FINISHED AREAS. OBSERVE CODES FOR FIRE BLOCKING, INSULATION FOR SITE. 1L YERIFY TYPE, MANUFACTURER AND LOCATION OF ALL PLJMBING FIXTURES, FAUCETS, DOORS, WINDOWS, CABINETS, _ HA RDWARE, LIGHT IL ING FIXTURES& APPLICdNCESWITHOWNER PRIOR TO . PU RCHASE / INSTALLATION. 13. IN SEATTLE PROVIDE DEAD BOLTCATCH/APPROVED z LO CKING DEVICE PER SEATTLEBUILD.CODE 14. OBSERVATION VISITS TO THE SITE BY DESIGNER/ O. REPRESENTATIVESSHAUL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. _.. , v 1S- ALLWORKERS ON -SITE SHALL BE KNOWN TO CONRACOR • M D THEIR SAFETYA FIRST PRIORITY. 16. WHEN IN DOUBT...ASKIII 'vdanLVDt t2CE • ANDO('AR IAADE - Ixnxm fROECr. KEFPfxIAfDl0V1 WORKING.`• USTOFAMDBICIN AVAEANEON CONTRACTOR SRALLVERIFY ALL DIMENSIONS AND CON15MONS IN THE FIELD PRIORTO NSTRUCTION. ALL DISCREPANCIES BETWEEN PLANS AND FIELD SHALL BE REPORTED TOTHE DESIGNER DONUT SCALE DRAWINGS. CA L,BEFOREYOUDIG: DIAL 811. www.callbeformudiR.eom � ffiRIG h1'�AApY..jj 15 2019- '�GT`/OFOED OAxJL' REVISED PLAN APPROVED CITIOF I-.D?IONDS BUILDING DIVISION y PLANS EXAIIINE.R DATE % '{ v) CO) W W 0 Og � 2 a H Aid 44226 ?� .o ec�sTeP V F's3/ONAIti� co VI M co 1 r t0 N N• fi :Ipum I2Ly 3� X12 (aIo 24r-V4- P05T DDWN MOM �1DEt� AM EX FAV-r?,� £ X• 21D,rF. J � NU21o•2 * x � III r 'ISIF-V4 rr � ! EK cam. o (�Yb Am e152h X12 Q.F,-2AF' Wl EX Zx6 EA•- ♦%X. CI;ILa15T5 4 } PO�i ( C� pl{• laxlo PoSr 91DE. ap A EX. GLOOR •`11''• f-X. CPAWL r`{Z) r00ftWAS �Foo (INc� ?4x 24" Y.IZ' •" 16;KIa'XIZ" I (37#-} EA.WAr --��— 0,) #4 1;& WA`( PBS 2500 f�'I LG6 ZSaorI u_. I� p �1 nF4 ,I S Pet/ i,51 aY-� REU JUN 2 4 2019 BUILDING OEDSNCITYOFDMONS 7% Q 7zlc)- OCQYiI (qvo o Lo-r CoVr-r-AQr--- 3b° ZZ&A PL SW' 6 N -o 103.0 x— -- 1 FILL- N t-h (oaY cage ' 2 h1oRY I14 FIDr-M velk, 41 oN•gkADG wood Po°L- . . j yhu�. I .1 fi 711E Pl.l�fl ►"=20-0° E OWNERS / ADDRESS: $ LAURIE (jC(2WtJ- E T 22618 98" AVE WEST o o 0 EDMONDS 98020 au L ° N C TAX No: 00450 700 70000002 Z � i LEGAL: FOURTNER'S HOMESTEAD PLAT (7 c BLK 007 D02. 103 FT N 2/3 w r OF TR 7, EXC N 136 FT TH OF. z BUILT: 1963 C) o z a Q N SCOPE OF PROJECT: ENCLOSE COVERED FRONT PORCH. NEW LIVING SPACE. + 75 SQ FT LIVING. ALL UNDER EX ROOF STRUCTURE. NO NEW LOT COVERAGE. ZONE: RS - 8 LOT SIZE: 8,712 SQ FT. CONTACT DURING PERMIT PHASE• KRISTIN HANSON HANSON DESIGN W 652 ALDER ST EDMONDS 98020 LU 425-774-7129 hansondesion(Mhotmail com ; CONTRACTOR, 00 ERIC MILLER O) E.MILLER, INC 00 18300 8e AVE WEST EDMONDS 9802004 425-772-9070 cell Nericmillerl4�gmail com ;02)019 LIC: EMILLM1859. NK exp. 8- Z O Ix ,Nothing in this permit approval process shell be Zone��- Corner_V Flag m 'nterPTeted as allowing or permitting the tacks Required mamtenenceofanynu-,rentivexisting illegal, Fran[ 41e nonconforming or un permitted building, "..velure ordtecondition whi�is outside the Sides scope oftbe s1W permit application, regardless of vrhether such building, structure or condition ie shown on the Rear sits plan or drawing. Such building, structur, Other ' tr condition mRy be the subject o. a eeparnls enforcementactinr." DESIGN CRITERIA for EDMONDS: TABLE of CONTENTS 1. SITE ROOF SNOW LOAD: 25 psf 2• EXISTING FLOOR F GROUND SNOW: 25 psf 3. EXISTING ELEVATIONS F SEISMIC D1 4. PROPOSED FLOOR / TYP WALL ---- WIND SPEED 85 mph W ' EXPOSURE B,C,D 5. FOUNDATION ��ii CITY COPt- 6. PROPOSED ELEVATION WINTER TEMP 27 F 7. GENERAL CONSTRUCTION NOTES MEAN ANNUAL 50 F ----------- 8. GEN NOTES / CITY OF EDMONDS 5ee Qe 0A CII5It�'. %001Q / C) I MAY 20i6 DEVEL NENTSERVICES'T.- ITYOFEDMONDS —ri wm Y4 Rim 'cSIT BE SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE co 0) nt co APF R 0 y PLANNING Ig G C-4 cq z 3: 0 CITY OF EDMONDS RIIII nmr. nFPARTMFNT Ir in WORK a f+kY) /0, KU2�fl ADDRESS OWNER APPROVED DATE: BLDG. OFFICIAL: PERMIT NUMBER RL--1);2D16 2Lj) CITY COPY Q) RECE ED) I* MA _ 0 12010 EL MENT SERVICES CIR, I EL I� AriEN OF Ily 0F4DM,0,NDS ITV A A o - AAA op P2o��r-cT o" axa Po*T zT— I ol _.F tz-oNT F-L-F.yA-ri o h4 [L H N W W Q x F- co M Go r �O N N Z O m 2 4" W Ul z =MAY2�01.8 CITY OF EOM.�ry/p�SIt 4/2016 WSEC 2016 WASHINGTON STATE ENERGY CODE PRESCRIPTIVE : MARINE ZONE 4 _ WINDOWS: U. tb FLOOR: R-30 CEILINGS: R-49 SKYLIGHTS: U.50 SLAB FLOOR: R-10 BELOW GRADE WALL. R-10115/21 INT SHEAR WALL 1: WOOD FRAMED WALL: R-21 HEADERS: R-10 • 7116" PLYWOOD /OSB- 5/8" T1-ll EXPOSED EXISTING FRAMING: 2x4 WALLS = R-15. 8d @ 6" EDGES R101.4.3 2x6 WALLS=R-21 8d @ 12- FIELD OPTION DESCRIPTION CREOMS) la EFFICIQJTHUILI)!10 PHIS 0.5 Pnscripdro oumpR es 3s mTnb1aR40i1.1wbbtlmIDllowlogmodieestlaas:- VeNcal fs—mtia U -0.29 FbarR-3S Slabmj=JR-IO abdwdermNa slab j - tielawgada sl;bR- (I audundu at-1.1, or Cam lieambamdo6Sattm 402.1A: Redumth.TomlUA 5% 2V0 CHANRt� ?0 P-00P• W5uL•ly �EX. zr Sy. 12,0 o G : 12: Z IDd p ran �� P x UN•VENYG�DiOYLCH 00WhI gPJ,f Pose160. v ?euyh' 0 2,4, t x �� • N•I F.A. '(RUh�i -TOF FL, (1r "I-) EX(Z)ZXIZ DF,L, WALL I k.EMOVEb HACDI 51DIIAM IZ21 14009E WP-Ar I x %Z" CA I.J r6 as "�DCaE9 O IVIUL WALL gd a 12 FIB � t A 0 y/.r2 0.C. Ited@128C I w/IW IZ:"- 'MILLENDS,5FLICF� ` FtIP917 ,-7%--" (MINT WET 13AYLIzI�I% -- s O.ADI;Tt� 1�, �• ' •: V z x ,r EX Sl-A I3 FLe h6Ae, �. 4"4 FOUND `s.ti. ��%+y Pc 25o0�wI „ DIZAIAI, surzlzouup " I'/Ib"%R �I,L � 3 Iz" V-Et4Av-: (2)44 dD-(DP (2i�} to Doff 13EAI211JCa 2000 P9 d) 15"O,C. EA •W'&y Ir- RCS'(. ALLOW'2, • : x 10 ANCHOR BOLTS @ 35 o.c. • Win 12" of SILL ENDS, SPLICES • . w/ 3" x 3" x %" SO WASHERS / SIMPSON BP/LBP _. EMBED. 7.5 " min I- - co 15' W I 4�� 3" i I (EntCL05 P0? c1-- 00 NEW LIV IN(a SPACE 3 0 N z C! I I_l r -- - - - - - - - - CO r II (o I N II N IL I =EX 2K,4 WALL i -To PEE FUG -RED 0 OUT FOR- @K•Llyn�l(a LI T . N BK 21 bG�E. EX•KIiCNFI.I w O � k� h m EX N —_ I J 4 ALL SMOKE DETECTORS. IN RESIDENCE _? 1 TO BE INTERCONNECTED FOR PERMIT TO BE EINALED, 2 Ex r4vE �- WA LLGi mor 0 51�,D rL001z- F'L-Aj Exly (• Alf 1-dT gee—�'�v i51 VT l o + -75 5E7L F_r. LVIN.C��5 � RECERV RESUB 012010 JUN 12 DEVELOPMENT SERVICES CTR. / CITY OF SERVICES L p�pgq�,q OF EDMON�� .4ov WALL rw(ouv 4xgtm) oF(2)Zxto F0',f 130LTG! i/ 4M%JD u� Lih-rF1lVI %,WY, 175/Wt LocA'f1DN�r- a r ^,� .. Ne6J C�oNv• - �� Ho(,D•DOWN� l�.G'�APiI� IL602.10•(e.� kowoww r-our—: OoD# gr2:b13 = 18aP)#� I� Zxa- wku,; w2 ouT To Au,OW 12'•21• � Y IF ZXLP=R21 2.10 FOAM � Ala•°T�c� PLY• K•t0 PU[W7 r-OAH 2XA 1iLf t F � �- hPAL� fo FILL „ wN o4,I-Ar!�' A5 MVCF4 If 5a- ky Po451k3L 1NsVLA-fIDIQ DF-IAfL (jc ff k) l-1 rer fd•Th• O_ ,6e--e—S� IS fEC q RESU MAY 012010 J 2 2016 DEVELOFMENrsErv'06 Mrr, MY OF EDMONDS �"�ivoFo� NO R.oDF GlkAMlF-- �Nr.R-DIE QO NewTO LAVIN&I. Lo T CC�VEP G FILL•ItJ, Po2CA• 5: o° NEW F'FzOF65E.D EA5'i ! L.E[-'f ELEVAIIOl .J Y4 lI. V— e FF-OP05ED KIDV--TR/ MOM-r EL.EVNIIOI- "-_ I'-o" i— W W Q x l- co rn co co N N See (fie✓x siwy) R S)igl1� a + .t 2Q1? t iVELUT. Oy. CITY; i]jf.Cxy�F,;�O.� NAILING SCHEDULE NAILS SHALL NOT BE DRIVEN CLOSERTOGETHER THAN Y.THEIR LENGTH NOR CLOSER TO THE EDGE OF MEMBER THAN Y. THEIR LENGTH. NAILING NOT NOTED BELOW OR ON PLANS SHALL BE MINIMUM OF 2 NAILS AT EACH CONTACT: 8d FOR 1 x MATERIAL and 16d FOR 2x MATERIAL :V,l RAFTER AT ALL BEARING -TOENAIL 3-101 lOiSTRAFTERTOSIDESOfSn1D - .2x8MEMBER ORSHALLOWER 3-16d FOR EACHADDmONAL FOUR (4) INCHESOFDOP 1-16d DOUIM301STS,RAFTER5,11EADERS '2-16d@12'a.c BLOW NG BETWEEN JOISIVRAFTERS: TOIOISVRAFTERS ME NAIL EA SIDE,EA END 2-10d T0101ST/RAFTERS BEANINGSTOE NM40 SIDE., 2-IM BLOIXING BETYEEN STUDS,TOENAILS, FALH END 2-10d BUIL PWRNERSTUDS I6d@WY Y SU11Fl00RMIOIST/GIRDER, BUND/FACE NAIL IM @ IV O.c TOP PLATE/ SOLE PIAE TO STUD, END NAIL 2-16d 92x4 -3-16d@2x6 TOENAIL 4-Bd DOUSLEDSTUDS, FACENAIL 16d 9lrmc DOUBLED TOP PLATES, FACE NAIL 2-I6d@16'..c TOP PLATES, IAPS(e'o' MIN) FACENAIL 12-36d TOP PLATES, INTERSECTIONS, FACE NAIL 2-I6d CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d COUNGJ01STS-UP OVER PARTITIONS, FACE NAI0-I6d CEIUNGIOIMTOPAMUELRAMRS,FACENML 3-16d CEIUNGl01.ST LEDGER -FACE NAILTOSRIDS 2x4 and 216 2-16d 2x8 andapt*2,12 3-16d IEDGERTOSIUDS 2 x8Mf:MBERpr SHALLOWER 3-I6d FOREACH ITEM-AL2' 1-I6d.. SMOKE DETECTORS IRC 314 : ALL NEW CONSTUCTION / REMODELS REQUIRING A PERMIT MUST INSTALL APPROVED UNITS. I . LOCATIONS: IN EACH SLEEPING ROOM OUTSIDE SLEEPING AREAS (HALL) ON EACH FLOOR -INCLUDING HABITABLE ATTICS/ BASEMENTS. GARAGE OPTIONAL, BUT RECOMMENDED. RANGE OF UNITS: ABOUT 15 FT. ALARM DEVISES INTERCONNECTED SO ALL ACTIVATED TOGETHER NEW CONSTRUCTION REQ. WIRED TOGETHER. REMODELS, ALTERATIONS, ADDITIONS: CAN BE BATTERY OPERATED. CARBON MONOXIDE ALARMS , IRC315.1/RCW 19.27530 REQUIRED OUTSIDE SLEEPING AREAS IN HOMES WITH FUEL -FIRED APPLIANCES or ATTACHED GARAGES. ON ALL FLOORS. REQUIRED IN BEDROOMS WITH GAS FIRED APPLIANCES, LIKE FIREPLACE MUST BE HARD-WIRED/PLUG-IN NOT8.4TTERY. COMBO WITH SMOKE ALARMS: OK PERMIT= INSTALLATION EXCEPTION: IF OWNER OCCUPIED BEFORE 7/26/2009. MUST INSTALL BEFORE SALE OF HOME. TRUSS NOTES • STRESS ANALYSIS/DRAWINGS/DETAILS SHALL BE STAMPED BY AN APRROVED STATE OF WASHINGTON REGISTERED ENGINEER. • PRE -MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURER'SSTAMP • USE APPROVED/ APPLICABLE RUSS SUPPORT HANGERS • ALL ROOF TRUSSES SHALL BE SO FRAMED AND INTO THE FRAMEWRK SO AS TO FORM AN NTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL -FITTED AND SHALL HAVE ALLTENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL/ SWAY BRACING SHALL BE USED. • ENGINEERING DATE/DETAILS SHALL BE APPROVED BY THE BUILDING OFFICIAL BEFORE ANY FIELD CUT OR TRUSS ALTERATION. • FIELD IDENTIFICATION OF LIGHT METAL PLATE -CONNECTED TRUSSES IS REQUIRED. INFORMATION BRANDED, MARKED OR OTHERWISE PERMANENTLY AFFIXED TO EACH TRUSS SHALL CONTAIN THE FOLLOWING: IDENTIFICATION OF TRUSS COMPANY THE DESIGN LOAD - THE TRUSS SPACING. WSEC 2015 WASHINGTON STATE ENERGY CODE MARINE ZONE 4: WINDOWS(VERICAL) U.30 MIN SKYLIGHTS U. s0 CEILING R49(R 38 W/RAISED HEEL/ OrSTICK FRAMED) WOOD FRAME WALL R 21 FLOOR R 30 BELOW GRADE WALL 10/15/211nt+TB SLAB ON GRADE R 10 R 10 CONTINUOUS UNDER HEATED SLAB. ""- R10 CONTINUOUS AROUND EXTERIOR 24 IN ATTIC DUCTS R 8 R-1000NTN000S INSULATION ON EXTERIOR OF WALL or R-25 CONTINUOUS INSULATION ON THE INTERIOR OF WALL or R-21 CAVITY INSULATION PLUS THERMAL BREAK BETWEEN SLAB and BASEMENT WALL AT THE INTERIOR OF BASEMENT WALL • 10/15/21/+TB: R 10 CONT. INSUL ON THE EXTERIOR OF WALL R IS ON THE CONTINUSOUS INSULATION OF THE INTERIOR OF WALL or R 21 CAVITY INSULATION + THERMAL BREAK BETWEEN SLAB - BASEMENT WALL AT INTERIOR OF BASEMENT WALL or R13 CAVITY INSUTA71ON ON INTERIOR OF BASEMENT WALLS PLUS R S CONTINUOUS INSULATION ON INTERIOR/EXTERIOR OF WALL R 13 MEANS: R10 CONT INSUL ON THE INTER/EXTER OF HOME or R 13 CAVITY INSUL ATTHE INTER. OF BASEMENT WALL • 10/13 MEANS R-IB COMINUOUS INSULATION ON THE INTERIOR/EXTERIOR OF THE HOME or R 13 INSULATION AT THE INTERIOR OFTHE BASEMENT WALL • TB MEANS THERMAL BREWBETWEEN FLOOR SIAB/BASEMENT WALL BELOW GRADE INSULATION OPTIORIc WSEC2015 R402.2.8 DPJPEaaa,tYP �4MT ,' SREILD,TYP R21 �"�-GP11DC �.9 mlo IL-IDR-21 _ .210 FULL. PULL GULL mrwr K5 1141 -Tp 144f V.10 It. to .:Ar IL10 WOOD CONSTRUCTION STUD: 2x4, 2x6, 3x4, 3x6 HEM -FIR SILL PLATE: 2x4, 2x6, 3x4, 3x6 HEM -FIR POST/COLUMN 4x DOUG FIR#1 POST/COLUMN 6x DOUG4IR#1 JOISTS 2x8to2xl2 HEM-FIR#2 BEAMS/HEADERS 4x6 to 4x12 HEM-FIR#1 GLU-LAM BEAMS(G1.8): topfber bolt fiber stress Fc 24F-V4 1200psi 2400 psi 24 F-V8 2400 psi 2400 psi PARALLAMS (PSL) 2900pst 2900 psi 2900 psi ROOF SHEATHING: 15/32"DOC PS-1/PS-2 APA RATED 32/16 SPAN RATING w/ EXPOSURE 1 GLUE. SUB -FLOOR SHEATHING: %"DOC PS-l/PS-2APA RATED STURD-I-FLOOR 24 IN O.C. WITH EXP 1 GLUE. WALLSTURCURAL PANELS: SEE ENGINEERING FOR THICKNESS. • USE QUALITY WCDD MEMBERS WITH NO SPLITS, KNOTS • METALCUPS, ETCTO BE SIMPSON STRONG TIE. NAIUNGPER MANFACIURER. • SEE ENGINEERING NOTES FOR BOLTS. • ALLWOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, PER AWPA STANDARDS FOR WESTERN SPECIES. BOLTS, NUTS & SCREWSUSED IN EXTERIOR APPLICATIONS/PRESSURE TRETED MATERIAL SHALL BE HOT -DIPPED GALANIZED (ASTM A153)OR STAINLESS STEEL HOLD DOWN DIVICES COATED WITH CORROSION PROTECfON PER ASTM A123. CONCRETE COMPRESSION IN 28 DAYS SACK MIX SLAB -ON -GRADE 3000 PSI (INTERIOR) SLAB -ON -GRADE 3000 PSI Sy (EXTERIOR) BASEMENTWALL 2500 SY, FOOTINGS 2500 5 M CONT. FOOTINGS 2500 S Y, REBAR: #4 OR LESS GRADE40 #5 OR GREATER GRADE 60 DEFINITIONS FOOTING: FOUNDATIONALSUPPORT, USUALLY MASONRY. UVELOADS: LOADS PRODUCED BYUSE/OCCUPANCYOF STRUCTURE DEADLOADS: WEIGHTOFALL MATERIALS OF CONSTRUCTION INCORPORATED, INCLUDING FLOORS, ROOF, WALLS ETC NOTFURNRURE ROOF LIVE LOADS: DURING MAINTENTANCETHE LOAD PRODUCED BY WORKERS, EQUIPMENT, MATERIALS. FRAMING: SKELETON OF BUILDING, INTERIOR & EXTERIOR WALLS, FLOORS, ROOFS. PLATE: HORIZONTAL FRAMING MEMBER ATTOP/BOTTOM OF WALLSTUDS. STUD: VERTICAL MEMBER OF FRAME WALL, AT ENDS AND EVERY 16 OR 24 INCHES ON CENTER JOIST: ONE OFASERIES OF PARALLEL FRAMING MEMBERS THAT SUPPORT A FLOOR OR CEILING. . DESIGN CRITERIA CONSTRUCTION TYPE: VB OCCUPANCY: R3 SEISMIC DESIGN D 1 WIND SPEED 8S/110 MPH EXPOSURE B/C SNOW LOAD 25 PSF FROSTUNEDEPTH 18 INCHES WINTERTEMP 17 degrees ' ICE BARRIER REQ No ANNUAL MEAN TEMP 49 degrees ' ASSUMED BEARING SOIL 20DO PSF (ATNEWFOUNDATIONS) GRAVITY LOADS ROOF DEAD LOAD 1S psf ROOF WE LOAD 25 psf FLOOR DEAD LOAD 25 psf FLOOR LIVE LOAD 40 psf BALCONY LIVE LOAD 60 psf PARTITION LOADS 10 psf 2015 IBC 2015 IRC 2012 IMC 2012 IFC FIRE CODE 2016 WSEC 2011 NAT ELEC CODE WA STATE AMENDMENTS GENERAL CONSTRUCTION NOT& $ o= ALL WORK MUST COMPLY WITH ALL CURRENTLY ACCEPTED CODES: E 201S INTERNATIONAL BUILDING CODE(IBC) o+ s 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) r and ALL OTHER APPLICABLE MECHANICAL/SAFETY CODES. Z L ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO m' THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS AND - NOTES. W lu e ' A W t 2. DIMENSIONS ARE TO FACE -Or -FRAMING. DONOTSCALE DRAWINGS. FIELD VERIFY BEFORE Z N; CONSTRUCTION or ORDERING SPECIFIC MATERIALS. 3. VERIFY EXISTING CONDITIONS, : 0. w n yyFyy 9 GRADES AND DIMENSIONSAT THE SITE. LOCATION OF BUILDING 'Q G ON PROPERTY LIES WTTH THE OWNER/CONTRACTOR. BUILDING PERIMETER AND FLOOR ELEVATIONS SHALL BE ESTABLISHED. BUILDING SETBACKS AND HEIGHT RESTRICTIONS COMPLIANCE SHALL BE VERIFIED ® SY CONTRACTOR. 4. LICENSED SURVEYOR SHALL VERIFY EXCAVATIONS/HEIGHTS IF , REQUIRED/NEEDED. ' S. COMPETENT EXPERIENCED MECHANICAL ENGINEER, LICENSED • N CONTRACTOR OR PLUMBER SHALL DESIGN THE PLUMBING, HEATING, VENTILATION, SPRINKLER AND AIR CONDITIONING SYSTEMS. PERMITS FOR ALLWORK BEFORE BEGINNING. 6. FURNACE & WATERHEATERS: INSTALL PER WSEC, IRC OR ' LOCAL CODES. WHEN GAS APPLIANCES LOCATED IN GARAGES O ALL PILOTS, BURNERS, SWITCHES LOCATED A MIN. of 18 . INCHES ABOVE FINISHED FLOOR. PROVIDE SYSTEM FOR - ADEQUATE COMBUSTION AIR. SUCH APPLIANCES IN GARAGES TO BE PROTECTED FROM DAMAGE WITH BOLLARDS/BARRIERS. , 7. DUCTALL FANS, VENTS, DRYER, RANGE HOODS TO OUTSIDE. INSULATE IN UN -HEATED SPACES. CHAP. 17 8. KITCHEN VENT FANS OVER 399 CFM TO BE PROVIDED WITH MAKE-UP AIR ATAPPROX. THE SAME EXHAUST AIR RATE. M1503.4 O 9. WHERE REQ ROOF/FOOTING DRAINS SHALL BE TIGHTUNED SEPARATELYTO APPROVED DISPOSAL STORM DRAINAGE IIrR CONTROL SHALL MEET THE REQ, OF THE ENGINEERING DEPT STANDARD PLAN FOR THE JURISDICTION GOVERNING THE CONSTRUCTION SITE. v 10. PROVIDE FURRINGS, AS REQT0 CONCEAL MECHANICAL/ ELECTRICAL WORK IN ALL FINISHED AREAS. OBSERVE CODES FOR FIRE BLOCKING, INSULATION FOR SITE. 1L VERIFY TYPE, MANUFACTURER AND LOCATION OF ALL PLUMBING FIXTURES, FAUCETS, DOORS, WINDOWS, CABINETS, . HARDWARE, LIGHT 1L ING FIXTURES & APPLCANCES WITH OWNER PRIOR TO ' PURCHASE / INSTALLATION. 13. IN SEATTLE PROVIDE DEAD BOLTCATCH/APPROVED 2 LOCKING DEVICE PERSEATTLEBUILD. CODE '. 14. OBSERVATION VISITS TO THE SITE BY DESIGNER/ O REPRESENTATIVES SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. 15. ALL WORKERS ON -SITE SHALL BE KNOWN TO CONRACORI - AND THEIR SAFETY FIRST PRIORITY. - 16. WHEN IN DOUBT...ASKIII J CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIORTO: Z'- CONSTRUCTION. ALL DISCREPANCIES BETWEEN PLANS AND FIELD SHALL BE REPORTED TOTHEDESIGNER. ,t^ DO NOT SCALE DRAWINGS. - CALL BEFORE YOU DIG: DIAL 811 ' www.callbeforevoudie.com ZRIG RECE ED MAY 012010 DEV �tlf ECIVIOVNDSS CiR.