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BLD2017-133908 OV Ef) Ltf 0 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 12/31/2018 Pernnit#: BLD20171339 IMELDING PERMIT Expiration Date: 12/31!24 Project Address: 8609 244TH ST �)y k6, EDMONDSS Parcel No: WAITING FOR PARCEL PROPERTY OWNER APPLICANT CONTRACTOR MIETZNER BROTHERS PROPERTIES, LLC MIETZNER BROTHERS PROPERTIES, MIETZNER BROTHERS PROPERTIES, LLC C/O KENNETH J & AUDREY G DARWIN LLC CIO KENNETH J & AUDREY G DARWIN 11611 AIRPORT RD SUITE B-I C/O KENNETH J & AUDREYG DARWIN 11611 AIRPORT RD SUITE B-1 EVERETT, WA 98204 11611 AIRPORT RD SUIT E B- I EVERETT, WA 98204 EVERETT, WA 98:204 (423) 212-2490 (425) 2 12-24 90 (425) 212-2490 LICENSE #: MIETZBP878CJ EXP:02/11/2019 :iB DESCRIPTION NEW SFR, PLUMBINGAND MECHANICAL INCLUDED VALUATION: $237,158 PERMIT TYPE- Residential PERMIT GROUP. 64 -Single Family R80e—n-c-�1 GRADING: N CYDS: 0 _TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY- OCCUPANT GROUP: OCCUPANT LOAD: FENCE: 0 X 0 FT.) CODE: 2015 OTHER - ------- OT14ER DESC JZONE- RM-2.4 NUMBER OF STORIES: 2 1 STED DATE NUMBER OF DWELLING UNITS: I I LOT 4: BASEMENT 0 1 ST FLOOR 0 2ND FLOOR. 0 PRO POSED AREA 1 BASEMENT: 0 1 ST FLOOR: 75S 2ND FLOOR: 1] 90 13RD FLOOR 0 GARAGE 0 DECK: 0 OTHER: 0 13 RD FLOOR: 0 GARAGE: 383 DECK: 48 OTHER 0 I BEDROOMS. 0 BATHROOMS 0 113EDROOMS 4 BATHROOMS: 3 FRO'NTSETBACK I IDESETBACK REARSETBACK REQUIRED S 15 PROPOSED. 15+ IREQUIRED: WTO PROPOSED: 10+ 1 REQUIRED: N 15 PROPOSED 15 HEIGHT ALLOWEDiO PROPOSED 0 JRFQUIRED: E- 10 PROPOSED 10+ 1 SETBACK NOTES: Setbacks to parent lot, cave and patio meet encroachment exceptions on north. See BLD201 71333 for coverage and parking requirements Ga I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURA 14CE A ND RCW 18:27. %) THIS PIPPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HWHER DB31JW AND ALL FEES ARE PAID. 0 [2 _ / 12/31/18 �Ign2t'ure f Print Narne Date Released By Date ArTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECT10N HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109i IBC I 101IRCI 10 FIRE APPLICANT ASSESSOR CITY STATUS: ISSUED BLD20171339 CONDITIONS I • 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 foralterriate design, rnodification,variance or other administrative deviation (h erein after "varian cc") 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. SoundfNoise originating from temporary construction sites as a result of construction activity are exempt frorn tile noise limits of ECC, Chapter 5.30 only during the hours of 7:00arn to 6:00prn on weekdays and 10:00arn and 6:00prn on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with tile 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 inderrinify defend and hold han-niess tile City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly fi-om the issuance for this perrnit. Issuance of this permit shall not be deerned to modify, waive or reduce any requirements of any City ordinance nor limit in any way tile City's ability to enforce any ordinance provision. I INSPECTIONS THIS PERMFrAUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATEPROPERTY 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) 1 SCHEDULE INS PECTIC BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Ser\Aces are now scheduled online. If you FIRE (425) 776-7720 3. Then: Perm its/Developm ent 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 ha\e one already, create a lassistance during office hours. ,login (upper right hand corner) (425) 771-0220 RECYCLING (425) 275-4801 16: Schedule your inspection ____J 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 aftemoon. — • B-Preconstruction meeting • B-Setbacks B-Footings B-Foundation Wall 13-Foundation Drainage B-Isolated Footings/Piers B-First Floor Framing B-Plumb Rough In B-Gas Test/Pipe B-Mechanical Rough In 13-Exlerior Wall Sheathin- B-Roof Sheath ing 13-Window Flashing B-Shear Nailing B-Height Verification • B-Fire Stopping • B-Frarnin g L • B-\VaII Insulation; Caulk • B-Insulation,'Energy • B-Sheetrock Nail B-Building Final • F-A ddres s ing Vis ib ility • F-Fire Final • F�Erosion Controlf'Mobilization • E-Stonn Connect to Stub • E-Water Service Line • E-Driveway Fon-n & Slope Ver. • E-Engineering Final • B-Other Mietzner Brothers Properties, LLC 244 Ih St Project, Edmonds — 11 Lots Revised: 3/7/2019 To whom it may concern The following changes have been made to all plan sets for all lots in the 2441h St project to implement slab on grade first floor instead of crawl space: A2: Slab on Grade plan implemented; Detail 6/A2 altered; Detail S/A2 removed; Detail IO/A2 added AI Section A updated to slab on grade A5: Type 2 Story Section updated to slab on grade WSEC: Energy CaIcs updated to slab on grade with new max BTUH Thank you Doug Williams Designer 425 530-1042 dougwilliams444@gmaii.com �Vll /33 q DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION 165st. I gP 121 5"' Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221 PLEASE REFER TO THE RESIDENTIAL B U11 DING CHECKLIST FOR SUBMITTAL REQ UIREMENTS PROJECT ADDRESS (Street S State, Zip): X 17 1 W-I'm 01`11Z& 40 Parcel #: — Subdivision/Lot 4: ,C,, Project Valuation: $ APPLICR ij��it Phone: q7.5��_717 zqT0 TFax: tlzr' Adl (St t Cit State, ZW*P) J+e 04$ WA EY TN"'A'Wo , E-Mail Addres§: M ; Ke M 4 Awl, to PROPERTY OWNER: /6 Afil Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: LENDING AGENCY: N I )k Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* 5 4M t�_ Phone: _7 ax: Address (Street, City, State, Zip): E-Mail Address: *Contractor inust have a valid City of Edinonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 WA State License #/Exp. Date: M I �-Mfy7r" CT City Business License #/Exp. Date: _ N g�_ L? -Z 13 DETAIL THE SCOPE OF WORK: Fl?, -Plx" PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: / A, sq. ft Basement Type: Finished Unfinished I't Floor: 5-5- sq. ft. Garage/Carport: s ft. 77loor: I 1 '10 sq. ft. Deck/Cvrd Porch/Patio: sq. ft. Bedrooms# b/ Full-3/4 Bath# '7— Half -Bath -1-Other: sq. ft. Fire Sprink] rs: Yes D No ON I Raa�mg Wall: Yes No Grading: Cut - cu. yds. Fill cu.yds. I Cut/Fill in Critical Area: Yes LJ Ni I declare under penalty ofperjury laws that the information I have provided on thisfornVapplication is true, correctand complete, and that I am theproperty owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. PrintName: Owner 0 Agent/Other 0 (specify): Signature: Date: FORM A L:\Building New Folder 2010\DONE & x-ferred to L-Building-New driveTorm A2014.doex Updated: 1/17/2014 I , � 4 OV EDAI 0 st g City of Edmonds Equipment Type DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION FORM A 121 5h Avenue N, Edmonds, WA 98020 Phone 425.771.0220 2 Fax 425.771.0221 ---.�'CHANICAL �1 Appliance/Equi;Znt In7ormation (new and relocated) Total # Furnace Gas _LElec #—Other:—#— BTUs: <100k— >100k— Location(s)'?-T t Air Handier / VAV (circle selected) Gas # Elec # Other: CFM: <10k >10k Location(s) AC / Compressor Boiler / Beat Pump Roof Top Unit (circle selected) Gas #—Elec #—Other:— 3— BTUs:—<100k, _100k-500k, _____500k-lMil HP: —<3,-3-15,_15-30 Location(s) Hydronic Heating Gas #—Elec #—In-Floor—Wall Radiant— Boiler BTUs:— Location Exhaust Fans (single duct) Bath # ll Kitchen # I Laundry # Other: Fireplace Gas #LElec #—Other:— #— Location(s) G-I JW-4 P-VC#M - 1 Dryer Duct Appliance Type I IEL GAS Appliance/Equipment Information (new and relocated) Total # AC Unit BTUs: Location(s): Furnace BTUs: 4iT100f) _Location(s): 2-Wrhler ill dv5ef- Water Heater p4 BTUs: V60, Location(s): -FA4 KL6:53 � j,4J 6ya(a4e,, Boiler BTUs: Location(s): Other: BTUs: Location(s): FirepIace/Insert BTUs: Location(s): 67 r,& P.V&n Stove/Range/Oven Dryer Outdoor BBQ TOTAL OUTLETS JRECOUNT Fixture Type (new and relocated) Total H Fixture Type (new and relocated) Total Water Closet (Toilet) Pressure Reduction Valve/Pressure Regulator Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) Water Service Line Tub/Shower Drinking Fountain Dishwasher j Clothe,� Washer Hose Bib Backflow Prevention Device (e.g. RBPA, DCDA, AVB) Water Heater Tankless? Yes X No Hydronic Heat in: Floor Wall E] Floor Drain/Floor Sink Other: Refrigerator water supply (for water/ice dispenser) Other: FORM A LABuilding New Folder 2010\DONE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014 HEIGHT CALCS A = 45 7.05 B = 457.20 C = 45799 D = 457.93 AVERAGE GRADE = 457.54 MAXIMUM = 487.54 PROPOSED PEAK = 485.75 PARENT LOT COVERAGE: MAX=39,012 x .45=17,555 ACTUAL - 15,224 / 39% PARENT LOT IMPERVIOUS SURFACE EX. 28,895 SF / 39,012 SF = 74. 1 % PROPOSED: 28,958 SF / 39,012 SF = 74.2% 1 LOT 6 TOTAL IMPERVIOUS 1, 603 SF Cr ZD I 10.0' SHARED: r UTILITY ,54SEMENT f L5 4. -1,71 PROPOSED SEWER STUB PROPOSED - SEWER MANHOLE PROPOSED - SEWER LINE PROPOSED U TILI TY TRENCH OCT 0 5 2018 WILDING DEPARTMENT CITY OF EDMONDS 0.57. SLO�E 41' Cn U') PA T157 � Q0 LOT 6 zil 01 SF ARM, PLmj N1 G 7 Zone &-2-4 Corner FIE Pard Setbacks Recquired Act Front Sidesw Iff Rear IV Other Beight, SCALE: V'= 20' 1!sii!!!n 0 10 20 A PPLICANTIO WNER MIEVNER BR0lW0?S PROPOMES, LLC 11611 AIRPORT ROAD, SUITE B-1 EVERETT, WA 98204 C Fr -- PROPOSED WA TER M E TER PROPOSED WA TER MAIN PROPOSED Ll*---F.H. SW 114, SEC. 31, T 27 X, R.04 E, W.M. 244TH ST DESIGNED BY.- DA TE: SCALE: JOB NO.: JRC 09-11-2C 16-0800 LOT#6 EXHIBIT lip INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERE-TT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@INSIGHTENGINEERING.NET BLA;)0/7 /3,--;?7 UPSTATE engineering PO BOX 952 LYNNA'COD, WA 980V,6 SERVICES@UPST8.COM STRUCTURAL CALCULATIONS Client: MIETZNER BROTHERS PROPERTIES LLC Project Name: 1945 SF PLAN (REVERSED PLAN OK) Scope of Work: LATERAL DESIGN OF A (2)-STORY ISFR Upstate Job#: 0807 Date: 9/8/2017 RECEMED. SEP 2 8 2017 Loction: 244th Street, Edmonds DEVELOPMENT SERVICES LOTS 5, 6 AND 7 COUNTER /?014 JOB # 0807 Andrew M. Gahan, PE 9/6/2017 244th St SW - Google Maps ('-;c rj *,. Mops 244th St SW 47.717654, -. 22 354783 244th St SW Edmonds, WA Imagery 02017 Google, Map data @2017 Google United States 1000 ft L 9/6/2017 Design Maps Summary Report Design Maps Summary Report M User —Specified Input Report Title 244TH STREET Wed September 6, 2017 22:38:14 UTC Building Code Reference Document 2012/2015 International Building Code (which A izes USGS hazard data available in 2008) Site Coordinates 47.777650N, 122.35478OW Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/III 7 5.- - -r _E Lynnwqod E dm onde MountidkeTeff'R.W.I. Z' If, __ Bothell C 7 r.' .. jndianoia *Shoreline 3 Suquamllsh 44;5 Redmond USGS—Provided Output i S, = 1.260 g S,, = 1,260 g SDS = 0.840 g S, = 0.493 g SMI = 0.743 g S,j = 0.495 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. VICEF Res;]�Isc S:;t:,,-.!- xr) Des L:-i Resuceise Szec-,-�-n .3 Lateral Analysis IBC2015 UPSTATE JOB#: 0807 Description: 1941 SF Engineer: amg Governing Code: 2015 International Building Code all references in right margin are 2015 IBC unless specifically noted otherwise. [Page numbers) 1603.1 General Desion Criteria [35,31 Roof Walls Floors Snow Partilions Live Load (ps� 25 40 25 Dead Load (ps� 15 _I 10 10 10 1603.1.4 Wind Design Criteria [3,R-A.",-- 1. Nominal/Ultimate Wind Speed Vasd/Vult 85/110 mph F 1609 3(3) [3721 2. Risk Category 1.00 A SCE 7 T 6-1[771 3. Wind Exposure Category "B" 1609.413731 4. Internal Pressure Coefficient +/-55 A SCE 7 F 26.11- 1 [2581 5. Components and Cladding design pressure -+/-16 psf A SCE 7 30.2 2 [316] 1603.1.5 Earthquake Design Datal-a54L 1 . Seismic Importance Factor 2. Short Period Acceleration 2. 1-Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure 11. Risk Category Table of Contents 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 le 1.00 A SCE 7 T 1, 5-2 [51 Ss 1.26 USGS Seism1c Design Map Online S, 0.493 USGS Seismic Design Map Online D ASCE 7 T20.3-1[204] SDS O�84 EQ 16-39 [387] SD1 0.50 EQ 16-40[3871 D T1613.3.5(l) and (2) [3981 14.15. ASCE 7 T 12.2-1[731 6782 lbs CS 0.13 R 6.5 Equivalent Lateral Force 11 General Lateral Design Criteria Determination of Wind Forces Determination of Seismic Forces Allowable Stress Design Loads Shear walls in the Front to Rear Direction Shear walls in the Side to Side Direction Shear flow calculations Appendix A SCE 7 EQ 12 8-2 [89] A SCE 7 T 12.2-1[73J A SCE 7 T 12.6-1[88] A SCE 7 T 11. 6-2 [69J Version 7.0 Pg 0.1 Wind Deshin (MWFRS - Simplified Envelove Procedure) IBC 2015 Part 2 Wind Load Method ASCE 7 28.1.1 (2) f297 Nominal/Ultimate Wind Speed 85/110 Wind Exposure Category B Height & Exposure Adjustment I = 1.00 Topographic Factor Kzt = 1.00 Wind Pressures ASCE 7 28.63 [3027 ps = I K, PS30 mph 1609.3 [373], F1609.3(3) [372] 1609.4 [3731 ASCE 7 F 28.6-1 [304] ASCE 7 F 26.8-1 [252] Minimum pressures shall not be less than assuming the pressures for zones A and C equal +16 psf, B & D equal +8 psf, while zones E, F, G, & H all equal zero. Roof Pitch 6 :12 or 26.565 degrees Ridge Elevation 27 ft Eave Height 19 ft Mean Roof Height, h 23 ft Zone Pressures, 0,)(PS3o) ASCE 7 LZj. �6-130�4 ASCE 7 EQ 28.6-1 [306] ASCE 7 28.6 4 [306] ASCE 7 26.2 [243] 110 Horizontal Pressures Vertical Pressures Over angs 0 A B C D E F G H EOH GOH 1 23.32 14.18 17.34 6.44 -6.82 -14.13 -5.10 -11.57 -16.05 -14.40 2 6.76 4.63 538 3.69 -0.22 -7.46 1.50 -4.94 -2.38 -2.721 Horizontal Zones Areas &Forces. Fx ASCE 7 F 28.6-1[303 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (l.h.d.) or 0.4h, but not less than either 4 percent of lhd or 3 feet. D F X = Y " X'' P SX' -x = A Diaphra2m (x = 2), I.h.d, (ft) = 29 a (ft) = 3 Areas 2a (ft) = 6 Forces Diaohragm (x = 1) I.h.d. (R) = 29 a (ft) = 3 Areas 2a(ft)= 6 Forces Front to Rear A B C D 78 0__ 168+ 0 F. 4731 Fxmin = 2460 Front to Rear A B D 114 0_ IC 62 � 0 F,, 5467 Fxmi,,= 2760 Side to Side A B C D 54 94 139 233 F. 6503 F..i,, Side to Side A B C D 114 12 285 0 F. 7770 F..i,. 4110 Version 7.0 Pg 1.1 Seismic Desip n IBC 2015 Site Clasiflcation, Criteria Selection, & Minimum Desi2n Lateral Force Risk Category 11 ASCE 7 T 6-1 [771 Seismic Importance Factor IE 1.00 ASCE 7 T 1. 5-2 [�; Seismic Design Category D T1613.3.5(1) and (2) [398,1 Site Class D A SCE 7 T 20.3-1 [204,1 Short Period Acceleration Ss 1.26 F]613.3.1(1) [388-9,1 1 -Second Acceleration S, 0.493 USGS Seismic Design Maps Online Seis. Force Resisting System A. 15. ASCE 7 T 12.2-1 [73j.? Response Modification Factor R 6.5 ASCE 7 T 12.2-1 [73j' Desi2n Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 T1613.3.3(l) [387)' Site Coeffiecient, Fv 1.6 T]613.3.3(2) [387j' Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively, 2 S DS — . F a*s S SF)s = 0.84 EQ 16-39 [387) 3 2 S D1 =— . F V*S I ST), = 0.50 EQ 16-40 [3871 3 SimWified analysis, Seismic base shear ASCE 7 12.14.8 [1087 V = (F S,s/R) W Where: F= 1. 1 for (2)-story ASCE 7EQ 12.14-11 [108] Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1087 F,, = (w,,[W) V Fx = 0.142 x w,, ASCE 7 EQ 12.14-12 [109] Effeetivp ciqcmi� —M.hk R, IV-- filk-1 .+ F —.1 — EDiaphragm (x = 2) F, = 3765 roof area (62) floor area (f�) story hcigflt (ft) wal I length (ft) 1323 0 8.1 164 19845 0 6642 26487 Diaphragm (x F,,= 3538 roofarea(f�) floor area (fl) st ry height (ft) .11 length (ft) I ._. x 104 1147 9 IM 6 1560 11470 5220 24892 Version 7.0 Pg 2.1 Allowable Stress Design Loads For Wood IBC 2015 Design shall be in accordance with Sections 2304-2306. Structures using wood shear walls and diaphragms to resist wind, seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305 - 2306. Desi2n t)er Alternative Basic Load Combinations 1605.3.2 [3591 For worse case effect with wind load, L & S shall be zero. Equations 16-18, 16-19and 16-20 become, D + (OW *0.6 Where cD equals 1. 3, W equals F x of the respective diaphragm, and D shall be multiplied by two-thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16-22 controls, 0.9 D + E/1.4 , substitute ASCE 7 EQ 12.14-5 for E 0.9 D + �'P Q E - 0.2 S DS D.: 1.4 0.9 - 0.14 S DS D + P Q E 1.4 , simplify & arrange variables Where QE equals F,, of the respective diaphragm. 2301.2 [473] 2305.1 [488] 1605.1 [3571 7605.3.2 [359] 1605.1 [357] ASCE 7 12,14.3.1.3 (7), EQ 12.14-5 [104] Princiole of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Desi2n Loads. 1.3 Fx For Kzt: = 1.00 Front to Rear Side to Side Diaphragm Force (lbs) Force (lbs) x = 2 3691 5072 x=1 4264 6060 Seismic Design Loads, (p/1.4) F, p = 1.3 Diaphragm Force (lbs) x=2 3496 x = 1 3286 EQ 16-22 ASCE 7 12.3.4 [83] Version 7.0 Pg 3.1 Allowable Stress Design Loads For Wood - cont. Sum the moments about the base of a shearwall, overturning shall resist, 2 W (v-w)-h - — D -- + P -W' 3 2 for wind W (v -w) -h 0.9 - 0.14 S D-- + P-W D S 2 for seismic Where, V = shear per linear foot of shearwall W = width of shearwall h = height, of shearwall D = resisting dead load centered over shearwall P = resisting dead load at end of shearwall Free Body Diagram of a ShearWall r% (V x VO Version 7.0 Pg 3.2 mommmomm—m—,mmmmm Tributaryloads I Wind Seis lmmmmmmmmmm� VD(x+l) [lbs] % VD(x)[lbs] 1845.261748.14�==NENEMMMM� VT(x) [lbs] 1845.26 1748.14 L 37.00 37.00 n 50 47 2015 SDPWS SEISMIC MAX TMAX(x) [lbs] mmmmmmmmmm� ==NNEEMMMM� MMENNEMMMM� Wind Seis IVD(x+l)[lbs] % VD(x)[lbs] VT(x)(lbs] L n 2015 SDPWS SEISNUCMAX ITMAX(x)[lbs] Wind Seis VD(x+l)[lbs] % VD(x)[lbs] 1845.26 1748.14 ��l VT(x)[lbs] 1845.26 1748.14� L 29.83 29.83 n 62 59 2015 SDPWS SEISMIC MAX TMAX(x)[lbs) 164 82 Wind Seis VD(x+])[lbs] % VD(x)[lbs] VT(x)[lbs] L n 2015SDPWS SEISN.11CMAX -TMAX(x)[lbs] Version 7.0 Pg 4.1 Wall Line Level (X) 0�1 Segment Tributary loads Wind Seismic Width Heigbt wr wra wf wfa T(x) T(x+]) T(x) T(x+l) Scis max F-R Wind Seis VD(x+l) [Ibs] 1845.26 1748.14 % 33% 33% VD(x) [lbs] 1407.17 1084.3 VT(x) [lbs] 3252.43 2832.44 L 35.50 35.50 n 92 80 2015 SDPNN'S SETSWC MAX TMAX(x) [lbs] 206 IL 11.50 9 206 -1 1 24.00 9 -170 -440 Wind Seis VD(x+l) [Ibs] % [50% 50% VD(x) [lbs] 2132.07 1642.87 VT(x) [lbs] 2132.07 1642.87 L 16.50 16.50 n 129 100 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] 394 1 16.50 9 394 1 3 F-R Wind Seis VD(x+]) [Ibs] 1845.26 1748.14 % '17% 17% VD(x) [lbs] 724.904 558.576 VT(x) [lbs] 2570.17 2306.72 L 37.00 37.00 n 69 62 2015 SDPWS SEISMIC MAX L TMAX(x) [Ibs] 37.00 9 -598 164 -971 82 4 F I F-R Wind Seis VD(x+l) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L n 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] Version 7.0 Pg 4.2 mom Tributary loads MONO-N--,mmmmm Wind Sep"s VD(x+l)[lbs] % VD(x)[Ibs] 2536.17 1748.141=MMEMEMMMM� VT(x)[lbs] 2536.17 1748.14 L 15.84 15.84! n 160 110. 2015SDPWS SEISNITCMAX 149 TMAX(x)[IbsI 762 271_'Mmmmmmmmmm� Mmmmmmmmmm� Wind Seis:mmmmmmmmmm� VD(x+])[Ibs]� % VD(x)[Ibs] VT(x)(lbs] L n 12015SDPWS SFISNIICMAX TMIAX(x)[Ibs Wind Seis VD(x+l)[lbs] % VD(x) [Ibs] 2536.17 1748.14 VT(x)[lbs] 2536,17 1749.14 L 14.50 14,50 n 175 121 2015SDPWS SEISN4TC MAX T.mAX(.) [IbFj 733 ............ Wind Seis IVD(x+])flbs] % VD(x)[Ibs] VT(x)[lbs] L n 2015 SDPWS SETSMfCMAX jN,4AX(x)[Ibs- Version 7.0 Page5.1 Wall Line Level (x) 01�1 — egment Tributary loads Wind Seismic W7idtbHeight wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A I I S-S Wind Seis VD(x+l) [lbs] 2536.17 1748.14 % 24% 24% VD(.) [Ib�] 1454.46 788.579 VT(x) [lbs] 3990.62 2536.72 L 4.00 4.00 n 998 634 2015 SDPWS SEISMIC MAX TmAx(x) [lbs] 4673 2715 2.00 4 673 762 2715 271 2.00 4 4673 762 2715 271 B F I SI-S Wind Seis VD(x+1) [Ibs] % 50% 50% VD(.) [Jb�j 3030.12 1642.87 VT(x) [lbs] 3030.12 1642.87 L 18.50 18.50 n 164 89 2015 SDPWS SEISMIC MAX TMAX(x) [lbs] 645 18.50 9 645 -166 EE C t SI-S Wind Seis VD(x+]) [lbs] 2536.17 1748.14 % 26% 26% VD(x) [Ibs] 1575.66 854.293 VT(x) Pbs] 4111.83 2602.44 L 8.67 8.67 n 474 300 2015 SDPWS SEISMIC MAX 676 ,LTMAX(x) [Ibs] 4672 2497 2.58 9 4654 733 2477 1811 523 2.58 9 4654 733 2477 181 523 2.00 9 4672 733 2497 1,81 676 1.50 6 j 3429 733 1807 181 601 D r- 1 1 SI-S Wind Seis VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [lbs] L n 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] Version 7.0 Page5.2 Shear wall Summary FSheeting Reqm'ts Wind I Seis Max I - 2nd 2 - 2nd 3 - 2nd 4 - 2nd A - 2nd B - 2nd C - 2nd D - 2nd I - Ist 2- 1 st 3 - I st 4- Ist A - I st B - Ist C - I St D - I st 65 80 92 100 50 62 713 634 117 89 339 676 SW-1. SW-2 6 1 5 1 1 2 2 Shear Transfer Wind Seismic 50 47 62 59 160 110 175 121 8 2 7 92 80 129 100 69 62 998 634 164 89 474 300 SW-3 SW-4 RSW 07-ming Values Wind I Seismic 4673 2715 1 - 4672 2497 Sheathing 1 260 1 3SO 511 679 1 1000 1 1� 11 (Plf) Shear Flow � 145 1 280 300 475 1 1000 KOO Shear Transfer Connectors - CD = 1.6, Hem -Fir Connector Z (Ibs) 16d Nails (Common: 3.5"xO. 162") 195.2 lbs 2015NDSTIIN[105] 8.4 7.8 4.9 2.3 O�O 16d Slant Nails (v<150plf) 160 lbs 2015NDST]IN[105] 13.2 6,9 6.4 4.0 1.9 0.0 Simpson A35 Clip 510 lbs Current Simpson Guide 42.2 21.9 20.4 12.9 6.1 0.0 Simpson H I Truss Connector 415 lbs Current Simpson Guide 34.3 17.8 16.6 10.5 5.0 0,0 Simpson LTP4 Clip (x 0.64 overtop 1/2" sheeting) 500 lbs Current Simpson Guide 11 41.4 1 21.4 20.0 12.6 6.0 0.0 1/2" Diameter Anchor Bolts (2x) 912 lbs 2015 NDS TI IE [93] 11 75.5 1 39.1 36.5 23.0 10.9 0,0 5/8" Diameter Anchor Bolts (2x) 1328 lbs 2015 NDS TI I E [93] 1 109.9 1 56.9 53.1 33.5 15.9 0.0 5/8" Diameter Anchor Bolts (3x) 1664 lbs 2015NDS T7 I E [93] Page6.1 nciineerin SHEARWALL & HOLDOWN NOTES (U.N.O.): (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, LINO: 8d=O. 131 "x2l/2", 1 Od=O. 1 48"x3", 12d=0.148"x31/4", 16d=0.162"x3'/2", 16d sinker--0.148"x3l/4". Install Hl's on all trusses/rafters, A35's at 24"o/c on gables & joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When cified spacing is less than 24"o/c, install A35's at roof solid ing to SW top plate, and install HI or H2.5 on all ;ses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. in. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd wl (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. HOLDOWN SCHEDULE Date: 9/8/2017 Job #: 0807 MARK HOLDOWN STRAP *(1) FASTENERS TO (2)-STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD14/14RJ (38)/(30) - 16d N/A SHEARWALL SCHEDULE Date: 9/8/2017 Job #: 0807 SHEATHING - APPLY TO SHEATHING EDGE NAILS *(5) ROOF TO TOP PLATE, MARK *(2) 2x HF STUDS @ 16"o/c ALLEDGESBLOCKED BASEPLATE NAILS *(5) FLOOR TO TOP PLATE SILL PLATE ANCHORS w/ *(8) U.N.O. BELOW *(9) (do not penetrate past flush) & SILL PLATE *(6) 3" x 3" x 1/4" WASHERS SWA 7,116" OSI3 8d @ 6" uk (12" o/c field) 16d Ca; 12 o/c HI @ or 24 " ole 5/8"OxIO"AB's@ 60"o/c A35 @ 24 " o/c SW-2 7/16" OSB 8d @ 4" o/c (12" o/c field) l6d @ 8 o/c A35 @ 20 " o/c 5/8"0x10"A_B's@ 48"o/c SW-3 7/16" OSB *(7) 8d @ 3 " o/c (12" o/c field) 16d @ 6 o/c A35 @ 16 " o/c 5/8"Ox]O"AB's@ 48"o/c SW-4 7/16" OSB *(7) 8d @ 2" o/c staggered 16d @ 4 o/c A35 @ 12 " o/c 5/8"OxIO"AB's@ 16"o/c I (12" o/c field) RSW 7/1611 OSB Both Sides *(7) 8d @ 2" o/c staggered SEE DETAIL I I I (12" o/c field) UPSTATE engineering FO BOX 952 LYNNWOOD. WA 98046 T. �?Ob) F� (?Ob) 8,54-6?6 SERVICESPUPST&COM General Structural Notes — Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING COD1;_: (IBC), 2015 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SO4L, FREE OF ORGANIC MATERIAL AND 7EBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1 557 TEST PROCEDURES. CONCRETE f c = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 85 AND SHALL BE 6X6 — WIA X W1.4. LAP ONE FULL MESH AT SPUCES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x— AND GREATER): JOISTS / STUDS (2x—): GLUE LAMINATED BEAMS (GLB) DF-L#2 HF#2 / STUD 24F-V4 (24F-V8 AT CANTILEVERS) 2x— TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO 'WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.9.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-1-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CON7RACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DC NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: NOMINAL WIND SPEED — 85 MPH RISK CATEGORY 11 ULTIMATE WIND SPEED — 110 MPH IMPORTANCE, I = 1.0 WIND EXPOSURE, B KZT = 1 .00 SEISIMIC DESIGN CRITERIk EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le = 1.0 Ss = 1.260 SITE CLASS, D Si = 0.493 SEISMIC DESIGN CAT., D SDS = 0.43 SEIS. FORCE RES. SYS, A.15. SD1 = 0.50 DESIGN BASE SHEAR =: 6782 Ibs Cs = 0.13 RISK CATEGORY 11 R = 6.5 LD ui 9 2'-0" MIN. 2x TOP PLATE WIDTH . NAIL SHTG TO . . . . . HEADER @ 3" OC EW (3) 2x STUDS UNO HEADER PER PLAN NAIL SHTG TO EXTEND OVER EACH STUD SHEARWALL APA RATED SHTG 8d NAILS @ 3" OC PER SW SCHED ALL PLATES (BOTH SIDES) HEADERS & STUDS HOLDOWN PER PLAN ... (3) 2x PLATES NAIL SF-'TG TO EACH PLATE (2) 5/8"0 A.B. 8" CONC STEM WALL #3 TIES @ 8" O.C. EMBED 7" MIN (2) #4 V'ERT EA FACE CONC SLAB ME CONT FTG W/ - '--ml -� (2) #4 TOP & BOT 1/-6' MIN, RAISED SHEAR WALL (RSW NTS SHEAR WALL PER PLAN TIGHT -FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES ROOF FRAMING PER PLAN 2X LEDGER (OR RF TRUSS) W/ (2) 16d TO EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL SHEAR WALL PER PLAN TIGHT -FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES ROOF FRAMING PER PLAN 2X LEDGER W/ (2) 16d TO EA STUD RAFTERS PERPENDICULAR TO WALL SHEAR WALL PER PLAN TIGHT -FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES TRUSS (MONO) PER PLAN 2X CONT SOLID BLOCKING W/ (2) 16d TO EA STUD TRUSSES PERPENDICULAR TO WALL SHEAR TRANSFER SW TO SW THRU LOW ROOF NTS WALL FRAMING/DEC� RAIL ABOVE HOLDOWN PER PLAN CTR ON RIM BASEPLATE NAILING PEI SW SCHED OR DECK RAI CONNECTION PER PLAI RIM JOIST PER PLAN FLR FRAMING PER PLAI SHEAR WALL PER PLAIN '-FIT SOLID G W/ EDGE NAILING UCTURAL NOTES R SW SCHED SHEAR TRANSFER W/ HID CANTILEVERED FLR JOISTS NTS NAIL SHEATHING TO BLOCKS PER SW SCHEDULE EDGE NAILING SW PER PLAN EDGE NAILING PER SW SCHEDULE LSTA21 W/ BLOCKING AS REQUIRED (4 TYP.) FORCE TRANSFER AROUND OPENINGS NTS H 0 0 ALL F-X'Tt$U-�Ox v IALL5 AND ALL 51}ADP-D Y4tL 5 'T-O 56 FOK SV4-1 UNO SV4-7 05014 1"l 5F PLAN UFFP-tz FL 00-K L.Al-ttzAL. v 4x1O GLB DR LR F, 9 Ceiling 0 C) SOP 5-5x3 fbearin Kit ED 13' 4-1/ F6" 4 3 LS )f ry rim (0 3" ed bearl 28 r-a\441_ Ce 21 :insut/se� d 20 min rated C� 5' 1" 3' 8'---:� Qj = ro Entry Garage Z) L (DO bt Concrete Q- C: 0 Slope to Door '0) �O 30�8O 5 1/8x 13 1/2 GLB ------------- 160-80 L I -- ----- - -------------- -!:'7= - AL-L- F-X-M1KJr--O-1r, �,,A":5- ANP A":5HAPF-P �-,A"!5 1-0 OIL Fp-f< 6VIt-10 UNO 0504 19il 6F FL -AN L—Ov4p-x Pi-001K L-ATtIKAL- �uallt,-�liur%v,�utolic;ufiziuuto:L)ougvviiiiams Heg#9077-2098 Mietzner-244th-2944 1 - Crawl 5 Date: 8/10/17 Selection 4x 8 HIF #2 Lu = 0.0 Ft Conditio NDS 2012 MinBearingArea RI=3.7in2 R2= 3.7 in2 (1 -.r,) ni npf i- o nq i� Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 5.0 ft Reaction I LL 1200 # Reaction 2 LL 1200 # Beam Wt per ft 6.17 # Reaction 1 TL 1515 # Reaction 2 TL 1515 # Bm Wt Included 31 # Maximum V 1515 # Max Moment 1894'# Max V (Reduced) 1149 # TL Max Def I L/240 TL Actual Defl L/923 LL Max Def I L/360 LL Actual Def] L/>1000 OVL;LIUFI kin') -)near (ine) I L Defl (in) LL Defl 30.66 25.38 0.07 0.05 20.57 11.49 0.25 0.17 OK OK OK OK 67% 45% 26% 28% Reference Values Adjusted Values ru �P.51) 850 1105 t-V (PSI) 150 150 E (psi x mil) 1.3 1.3 Fc-L 405 405 CIF Size Factor 1.30o Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb 0.00 Le 0.00 Ft .., —111 . -tou uniTorm I L: 600 = A Uniform Load A Z� RI = 1515 R2 1515 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. J RECEIVED SEP 2 8 2017 DEVELOPMENT SERVICES COUNTER BeamChek v2016 licensed to: Doug Williams RQq # 9077-2098 Mietzner-244th-2944 2 Garage Dr 16 Date: 9/11/17 Selection 5-1/8x 15 G LB 24F-V4 DF/DF Lu = 0.0 Ft Condition NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Point LL 425 11 , wuai 11 ly ru v- rk 1 = o-o in, rie= ij.4 ine (1.b) UL DO= 0.23 in Recom Camber= 0.34 in Beam Span 16.0 ft Reaction 1 LL 3693 # Reaction 2 LL 3932 # Beam Wt per ft 18.68 # Reaction 1 TL 5738 # Reaction 2 TL 6121 # Bm Wt Included 299 # Maximum V 6121 # Max Moment 23564'# Max V (Reduced) 5247 # TL Max Def I L / 240 TL Actual DO L / 383 LL Max Def] L/360 LL Actual Defl L / 702 Section (in3) Shear (in2) TL Defl (in) LL Def I 192.19 76.88 0.50 0.27 117.82 32.80 0.80 0.53 OK OK OK OK 61% 43% 63% 51% Reference Values Adlusted Values ru �P51) 2400 2400 �-v �psq 240 240 L (psi x mil) 1.8 1.8 Fc-L (psi) 650 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb 0.00 Le 0.00 Ft Point TL B = 680 I I L-L. '+UU unilorm I L: 600 =A stance Par Unif LL Par Unif TL 12.5 50 H = 80 H Uniform Load A Pt loads: PB RI = 5738 R2 = 6121 SPAN = 16 FT Uniform and partial uniform loads are lbs per lineal ft. QW1 L r-na 0 16.0 � 1 0 BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietzner-244th-2944 3 - GR 60 sgd Date: 8/10/17 Selection 4x 10 HIF #2 Lu = 0.0 Ft Conditions NDS 2012 MinBearingArea Rl=4.5in2 R2=4.5in 2 (1.5) DL Defl= 0.03 in Data Attributes Actual Critical Status Ratio Value Adiustments Loads Beam Span 6.0 ft Reaction 1 LL 1200 # Reaction 2 LL 1200 # Beam Wt per ft 7.87 # Reaction 1 TL 1824 # Reaction 2 TL 1824 # Bm Wt Included 47 # Maximum V 1824 # Max Moment 2735'# Max V (Reduced) 1355 # TL Max Defl L / 240 TL Actual Def] L/>1000 LL Max Def I L/360 LL Actual DO L/>1000 Section (in3) Shear (in 2 TL Defl (in) LL Defl 49.91 32.38 0.07 0.04 32.18 13.55 0.30 0.20 OK OK OK OK 64% 42% 23% 19% Fb (psi) Fv (psi) E (psi x mil) Fc-L (psi) Reference Values 850 150 1.3 405 Adiusted Values 1020 150 1.3 405 CIF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft unitoml LL: 400 Uniform TL: 600 =A Uniform Load A R1 =1824 R2 =1824 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. e %12'A 244th Edmonds Project Exterior Colors 1945 Plan 1945 Plan i r 1945 Plan 5 1 1 7 Scheme #3 6, Rare Gray Scheme #1 Scheme #6 0 W White Trim VirtualTaupe Eclipse f Brown Trim Cream Trim L I. 4-j -C Extra Windows Extra Windows in ows, 2597 Plan "77 4 1938 Plan Scheme #2 Adaptive Shade Scheme #4 Brown Trim Gauntlet Gray I White Trim L 1938 Plailn 2597 Plan 9 Scheme #3 Rare Gray Scheme #5 White Trim Suitable Brown Li Cream Trim __J 2 2597 Plan 1938 Plan 10 Scheme #6 Scheme #1 Eclipse Virtual Taupe Brown Trim Cream Trim 1938 Plan 2597 Plan I I I Scheme #2 Scheme #4 Adaptive Shade Gauntlet Gray Brown Trim White Trim '-'ExtraWindows Extra Windows I I * of I F M -0, JUL 2 5 2018 '&N0-EP-MTfW OF' SWrit,,)W le -e Front Door - Trim/Gutters - Black Fox Musket Brown SW7020 N Main - Accent - Front Door - Trim/Gutters - Adaptive Shade Enduring Bronze Black Magic Musket Brown SW7053 SW7055 SW6991 4', Main - Accent - Froint Door - Trini/Gutters - Rare Gray Thunderous Jasper White SW6199 SW6201 SW6216 4t Main - Accent - Front Door - Trim/Gutters - Gauntlet Gray Mindful Gray Urbane Bronze White SW7019 SW7016 SW7048 7 Main - Accent - Front Door - Trim/Gutters - Suitable Brown Gray Area Iron Ore Classic Cream SW7054 SW7052 SW7069 J tit, Main - Accent - Front Door - Tri rn/G Litters - Eclipse Svelte Sage Andiron Classic Cream SW6166 SW6164 SW6174 Maxt 487.54 e .. f 4875 75 5/4x8 behind Gutter 2OF20 101, B/ IN 20 Wr F.G. Comp, Roofing L 54 fop of fnd, T&G Pine Soffit entry HEIGHT CALC Ai 457.05 B, 457.20 Ci 457.99 Di 457,93 Aver Grade, 457,54 Max: 487.54 Proposed peak: 485,75 ' , X'i I x44 ' WW t � 1x3 WW 4x4 PT, ]) 1/2 Smooth Hardi Bd Colum Plan View 5/-ix Corner Block (Framers) 'x3 Tr m 5/4x8 Fascia Ix3 Trim V W.W. Uw. GABLE TRIM Flas Top View E5 Face View 8'x8' S'x 18' Hose Bib Lights Address BEVELED BLOCKS 2 - k 6,x2o, If 4 #'a Front Elevation Felt 8' Siding T-- Flashing r�2x8 Band Board Felt l' SIdIng TRIM DETAILS (N.T,S.) =I-. n"� -11 � ' 5/12 0 0 co - -n 0 U3 M --I CL C 0 U) 0- U) < -3 CS) Riaht Elevation �7/16 OSB E Hardipanel 6 Ix3 Whiteboard C5 2x8 WhIteboarc Flashing cl 04 X 2x8 04 M whiteboard .R x8xl8 Corbel x oc 5 W/ top flashing ON24' if 5 Vs BELLY BAND FLASHDIG WDIDOW TM MOXECTED GAME Over the Siding (on front onlW) 2 Story - 2 Car - 29 x 44 - 1945 sf - GR Left Elevation - Lot 6 24' 3.. 2x4 8' Siding Felt Flashing 2x3 Chemfered Cap 4X4 C.r.1 X C"I ir Saw kerf 2X9 -)"—Cultured Stone ilding Paper 16, CC 3: STO1* BILL Lot 6 BOAM & BAT co 0 MEN W-A 52 11 IN ............. Rear PLAN SHEET INDEX Ali Cover/Elev A2: Foundation/Alt Elev A3: First Floor/Section A+ Second Floor/Roof A5 Details A& Structural notes A71 Specif ications WSEC: Wa St Energy Code TO FIELD INSPECTION FOR CODE COMPLIANCE 6�' �yo �Vf 46 /V BUILDING DEPARTMENT JgFPWORK ADDRESS (+ OWN APPROVED DATE: BLDG. OFFICIAL: A0 PERMIT NUMBER 11`�-071e.'�- rb BY PLA�4 N M 4�7 t2 Vinyl Sash Insul DbI Glazed Windows (typ) with frarre vents Provide Window venting of 4% of floor area Provide natural light at 8% of floor area Provide each sleeping room with a exit or window opening min height 24" min width 20" min area 5 sf Q grale, 5.7 sf u per flrs no kegs/tools req, r. on insida� Per IRC R310 Additional Specs & Details on Sheets A5-7 & Structural Calcs Lateral Bracing per Structural Engineering Calos attached Provide min, 38' Landing 9 ext. doors not more than 7 3/4" below finished floor Wood or Composition Roofing 8' Hardboard Lap Siding all sides (typ) over waterproof building paper 1x4 corner trim Downspouts to 4' tightilne ---------------------- to apprvd. stong1draired6_1[typ) Continupus-K,16tal gutters PrSite/LJtlllty work to be referenced to the FIII/Grade permit bld20171833. Elevation Total Impervious surface of Lot 6: 1603 at Paint Colors/Stone work: Scheme # 1 Mietzner Brothers Properties, LLC-- CODE; IRCM5----' WSE9 2M Er$brgy & Vent code 244th St Edmonds Project - Lot 7 ------------ Plumbing UPC 2015 Street address to be prominently displayed In National Electric Code Mechanical IRC 2015 contrasting color, 4' hl, plainly visible from the street. ROOfLoad:25IbS See additional Specs/139talls on Sheets A5,6, & 7 Seismic Design Cat: D2 (conventional) Attic ventilatio"n- provided as per R806 Wind Speed: 85 mph ROOR 1088 sf *144/300-522 sq.in. req'd Under Floor Inspection required prior to Installation of floor decking Provide equiv, or greater net area in and out (low & hD AJI 1-11oldowns, Framing, AB, Provide (4) gable vent and (5) roof vents and vented soffits Shearwalls, must be Inipsected prior to covering. 3 'QUARE FOOTAGE I ENERGY CD E < :VISIONS 4- C%4 U) (n 0 IN, F--4 > LU -i ,, Q- LLJ -0 0 0 W W EL a) 0 — 0 X L. CY) 0- 04 (f) Ln Of W o E 0 -0 C) co W Qf -I-- W Lo >- 0 1-- W 't- I- (N 04 CITY 4 list Floor: 755 sf Windows: Double Pane - Low E U: 0,30 17% of Floor Area Gas Forced Air 94% AFLIE 2nd Floor: 1190 sf Insulation: Ceiling: R-49 Total: 1945 sf Faced F,G, Walls: R-21 Garages: 383 sf 6m!ll Slab VI3 Floor: R-30 tESUB JUL 2 5 2018 31 G1 BUILDING DEPARTMENT CITY OF EDMONDS Ve I/A2 RSW X' %J kAJLJLI I/A2 RSW NE AKE V T Lo-' U e ST S ' :EO FM T T TS OE 17 CE I M 1] U N P 0 M T�o C D 2 1 SPE 2x Top plate — Header Per Plan extend over SW APA rated shthg per SW Schad. (Both Sides) Holdown per plan x (2) 5/8"x12" AB, embed 7" min Conc 2' 0" min width Nall shthg to Hdr 9 3' o.c. e�w. Conc ftg w/(2)#4 top & btrn RAISED SHEARWALL DETAIL RSW 1/2" - V 0" Ix studs UXO, shthg to ea stud Scl Nails 9 3" o.c, all plates, hdrs, studs (3)2x plates Nail shthg to ea plate 8" conc stem wall 0#4 vert ea face #3 ties 9 8" o.c, Grade 6" min. 7 -* - 7� 2x4 RT. NIaller In conr. pu, 16. oc Form n&I pins @ 12' oz, to hold nailer In wall 0 ig Nedler In Coric. WWI - Plan View 1/2'= 1' V 3/4" APA rated OSB CID int,w/ext,glue, nail 6" edge, 10" field 2x F.J, 9 18" o,c. Solid blocking 9 support 4x4 or 4xI5 Wood columns as required 2x4 or 6 ties nailed with 4 16d each MAB15 anchor Set wood columns on 90# felt protectors Anchor column to footing with MA815 2x Floor Joist S' F.J, 124"" 2x #2 HF Stulds 1/�Xlo A.B, per Schd w/3' sq x 1/4' washer 9 15" oz. Beam blocking 44 way HF Studs T 1x4 scabs (50 2x #2 4" DS tightline 1/2xlO A,B. per Schd w/2" sq x 3/16" washer 18'jrnln w/4-16d nail BM & post #4 18" o,c. Horz, & Vert. min 4" concr, slab 4 1 & Vert, min #4, 8�,o,c, Horz,, Over 2' Hi-#4 10" o.c. Horz, Ov r 2 Hi #4 1 o,c, Horz, 12-�In P.T. Post 4' DS tightline 16" o,c, Vert, w/6" ftg hook P 16" o,c. Vert. w/8" ftg hook MA615 oe/Btm bars-1/2 of max spacing I'M rs-1/2 of max spacing tamped fill I " min . . . OT Mir, a bmi black vapor barrier, edges lapped 12" Concr. Footing 8x 16 (2) #4 Cont, Horz, 8XI6 (2) #4 Cont. Horz. 9 - —4" ftg drain ftg 4" ftg drain ft(I I —L 1111TERINAMATE BEARN3 SUPPORT STROAR) RXMATION WALL DF-7AL & �SIEM FOIJIVATION WALL IOETAL 7 &na!2�m— 1/2'= 1' 0' 1/2'= 1' V V--,/ 1/2'= 1' 9 2 Story — 2 Car — 29 x 44 — 1945 sf — GR — Lots 6 ANCHOR BOLT WASHERS shall be 3' x 3' x 1/4' thick per R602.11.1 Bolts shall be not less then 7 bolt diameters and not more than 12' from the ends of each individual foundation sill plate. Min, 7 inches embedment, Min (2) per sill plate ANCHOR BOLT Placement per Structural CaIcs and/or 1340316 Any changes to floor framing (i.e. I Joist from solid sawn) will require new floor framing plans. 18' min. crawl space 12' min. clearance Q beams 6 mil black visq. vapor barrier R-19 FG. Insulation up to subfloor Column & Beam Notes, C 1. to In -1x4 u.n.o. 0 1 s B a a , a Cc . a s 8' bv gr or P.T, P t�r ? or equiv. Col-Bm post. connect per R407,3 I" min air space betwen wood & Laminate multi joists w/ 2 rows 18d 9 16' o.c. stagger top/bot Stub -out #4 rebar @ 18! oc. at ooncr. porch to resist differential settling Provide p.t, rim Joist P patio REBAR REQUIREMENTS. . . . . 0#4 Continuous in ftg, (1) 9 top of wall, #4 vert. R/F Q 18". R/F Stl to be ASTM A-615 Grade 40 REVISIONS 24' max height for std fnd well 24'-provide #4 rebar 10' o.c. horz./18' o.c. vert, 2' 5' max height for 6' wall, 4' max for 8' wall Footings to rest on 2000 psf undisturbed soil, CRAWL SPACE VENTIALTION per R408.1 Provide 1185 sq in min net (1/150) (4- Install (11) O'xl6' screened vents at 67.2 sq in each 0 net (70%) - 739 sq in total provided Install in Rim Joist (typ) 750 sq ft *144/150-720 sq In required U) Min 1 vent within 3' of each end _j UNDER FLOOR INSPECTION REQUIRED �-q < 4- (D ALL Holdowns, Framing, Anchors and Shearwalls W (1) must be Inspected before covering. -C 0 Pr-ovision shall be made to prevent water from collecting in crawl spaces 0 and from leaking ont basement floors. < 0 0 CL -0 LL EPB,4y-1 slab C.) (0 fr (n 12" _J U) 4-- Lr) Sono 1 9 tube 0 (6 _J 'A,24x24x10 pad ILL! w/(2)#4 ea way L - - - - - v 4- W 0 Sono Tube DErAL (L a) 0 — I - 9 NITS. Ctf 0 EL L X EL M Lo = -0 W C: 0 < (2)#4 Cont. w/8' and 4' min oonc slab E 0 -0 C) hooks to grade beam @ 12' oc. E.W. DO LU (4 /w/#3 or M 1AWx1AW \NWF 4- LU 0 24" Ched gravel . . . I- Lo min Zl�' LU o 0#4 cont. 8 Typlal n"XWOrl 0 GM419 D001 STRUCTURAL REVIEW JOB#AU�_ DATE 7,� f9 REVIEWED BY 'UTATEENGNIERING VOID IF STAMP IWK NOT RED. --REJS U B JUL 2 5 2018 BU JWoFpEPAORTMENT EDM Nos B/A2 T-1 T-1 15' 10" 5x 13-2 nc tio �J_ I I �/ L - - - - - - - - - - - - - - - - - OD �o X *�o 0 0 0 N a) o :E 0 10 (D N 17 7 slab on grade ",/stemwall - - - - - - - - F I 6 mil v.b. (Blk) -j 19' 8-1/2" B/A2 I �T b - - - - - - - - - - U I, - - I 1 11 1 1 F:r, 1 , 4 14 L. - - r - - - --- - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - .4- - - - - :� r - i 10/A2 t p I F1 Jill I 7/A2 Fn i HI I Jill I I Pli r - - Conc -Hit aD C4 1 2 Car Garage 2�J 11 Slope to door . F I� OD T, > telbsrArijW 'IL - - - - - I - - - - Conc I ------------ -------- 115- 3" 9/A2 91 a.,— 29' 0" 19, 51, T- Foundaionl._11 T- I/A2 IRSW Foundaion 1/A2 RSW ---------------------------------- 1/�xlO A.B, per Schd w/3" sci x 1/4' washor 4" cono slab .� 2x6 p.t. sill plate 311-4 18" o.c, Horz. & Vert, min t li 4" DS , tightline R- 10 L L D lvg P. 0 lvg spc 18" min 8 �x x 16 (2) #4 Cont, Horz. ttg FCLMATION STEM WALL DETAIL 1/2'= T 0' 2' 0" min width 2x Top plate --Nail shthg to Hdr 0 3" o.c, e,w, (3) 2x studs URO, Nail shthg to ea stud JV Header Per Plan extend over 'r SW APA rated shthg per SW sched. (Both Sides) 8d Nails 9 3" o.c. -2a)' Holdown per plan all plates, hdrs, studs x (3)2x plates Nail shthg to ea plate (2) 5/8"x 12" A.B. embed 7 min,,,' - 8" conc stem wall (2*4 vert ea face Conc slab #3 ties Q 8" o.c. .......... Grade V 6" min. Conc ftg w/(2)#4 top & btm RAISED SHEARWALL DETAIL ��RSW� 1/2, - 11 0" 2x Floor Joist 2x #2 HF Studs 9 16" o.c. 4" DS tightline 1/2x10 A.B. per Schd w/2" scl x 3/16' washer 4" concr. sl #4 18�.o.c . L-Horz, & Vert, min i Over Hi #4 10" o.c. Horz. 16" o,c, Vert. w16" fig hook o Btm bars-1/2 of max spacing min (2) #4 Cont. Horz. 4" ftg drain GARAGE& STEM FaMATION WALL DETAL 1/2'= T 0' 2 Stary--2-Tar — 29 x 44 — 1945 sf — GR — Lot 6 0#4 Cont, wX end 4' min cono slab hooks to grade beam /.w,/#S @ 12' oc. E.W. . 6x61AWx1AWVMF 24' /-,4'- washed .�.peagravel 0 12" 0#4 cont, ro'�_Typlcai Foundaillon @ Garage Door �� 1/2'=T 0 �� ANCHOR BOLT WASHERS shall be 3. x 3' x 1/4' thick per R602.11.1 Bolts shall be not less then 7 bolt diameters and not more than 12' from the ends of each individual foundation sill plate. Min, 7 inches embedment, Min (2) per sill plate ANCHOR BOLT Placement per Structural Calcs and/or R40318 Any changes to floor framing (i.e. I Joist from solid sawn) will require new floor framing plans. 1,2, otmPnence-Q-beese 6 mil blalk visq, vapor barrier R_lg -Uu-to-stbfloor Aulatton Column & Beem�Notest CoLs to be 4x4 u.n.o. COL Bases -8' abv gr or, P.T. Protect Col Base w/FHA 12 or equiv. Col-Bm post. connect per R407.3 I' min air space betwen wood & concrete or use pres. trtd, Laminate multi joists w/ 2 rows l8d Q 15" o.c. stagger top/bot Stub -out #4 reber @ I& or. at ooncr. porch to resist differential setting Provide p.t. rim Joist P patio REBAR REGUIREMENTSi (2)#4 Continuous in ftg. (1) 9 top of wall, #4 vert, R/F 9 18'. R/F Stl to be ASTM A-015 Grade 40 24' max height for aid fnd wall 2 '-provide #4 reber 10' o.c. horz,/16' o.c. vert. 2�8' max height for 5' wall, 4' max for 8' wall Footings to rest on 2000 psf undisturbed soil. CRAWL SPACE VENTIALTION per R408.1 "I de 1185 Sq In min net (1/1501 B.X,8' screened v " IT2 s, In each aa I provil I "'OvId' d Install I Ri at� net (70% at 750 *111�4/1510-720'.sq squired , n '. of so , I vent with In an 5R�s hin 3' of each and UNDER FLOOR INSPECTION REQUIRED ALL Holdowns, Framing, Anchors and Shearwalls must be inspected before covering. Provision shall be made to prevent water from collecting in crawl spaces and from leaking ont basement floors. REVISED PLAN APPROVED CITY OF EDNIONDS BUILDING DIVISION PLANS FXA,MINEGFe� DATE 2x4 P.T, Naller In oonc. pour l(r oc. Form nall pins @ 12' oc. to hold nailer In wall Jai— In 0onc. Wall - Plan View 1/2'= T 9 EPB4Yslab EPB+1 6. --------------------- #4 I sono 1 tube "�2) 4' oonc slab '124x24x10 pad 10" min / w/(2)#4 ea way Ftg to bear on firm I / 16" undisturbed soll Sono Tute Fig DETAIL NTS. STRU RAL THIS DRAWIRS BEEN THE ATTACHED RELEVM MAR 13 N19 J013#0907 DX I-im _17 REVIEWED BY UPSTATE RNON FOR E '_9 3 IS co "t -8 C) EZ REVISIONS 1`111 (4- 0 (N U) _j I__ (D 0) LU CN 0 M < 0 0 0- LL -0 U (0 L,.- _j In In +- U-) 0 _j W W 0 CL a) 0 — = 0 X IL L_ (7) 0— U) III = -0 W C 0 E C) -0 0 DO W C14 4-- _U (f) >- Of -C 0 W X: C14 N 3LDa00-1331 L01 (P C.) L 2 -4 W , > (n 4/A5 T-1 8x 13-2 conc patio T-1 T-1 15' 1121'� -3 V A- �T ---- .......... con 5060 ins h. 30 0 s > 6080 sgd 3 - 4XIO G 8 vented frame 13 mate i hdrs DR LR c, e'lln .tg ilin Lwilhi-n'l '21 a V 'P �4' 8.�. �5-&3 3 8" 13 )777m, bearinq Sn^ 7 Kit 7! 13 - 2'- 24 3' 4' 7 13 El a im - - r m I T 3!1 ON pan, y frig D M - - 36' LEE PP X POP no ............ .... 4 8 =FT—ng 77al Gas Tankless H\&/ 749/o EF 20 - -3 )C( * 21 RL- L3080 sh sg �06121 sg L—..,R ------------ Section B/A3 cone 4x4 post 91 pos connect T&B Typ -metal clad rated door ro IRC302.5.1 0 ro 2 Car Garage Concrete Slope to Door P Type X GWB all 0 common surfaces with livin space, beams, posts min 1/2" on walls min 5/8" on lid ---------- 2 - 5 1/8x15 Gl(�) 160-80 T-1 I/A2 RSW First Floor Carbon Monoxide Dectector per 315 Smoke Dectector per 314 Surface mount light Pacessed can light X50 50 cfm exhaust fan to ext, X- xxx cfm spot/whole hs exhaust vtos Vent To Outside X Fan/Light Combo Single pole switch 3 way switch Duplex outlet 220 volt outlet Ground Fault Interupt Frost Proof Flose Bibb 19, IAll alle indicated to be SW- 1, U.K0. I STRUCTURAL LEGEND Headers 4xI0 OF2 U.N.O. Ist Floor GLB. 24F V4 U.N.O. — - — - — -- Dbl F.J. Beam SW_I Shearwall -1 Hold Downs NOTE, All metal in contact with treated wood Shall be approved for such contact Additional Specs on Sheets A" & Structural Notes attached NOT6 Notching and Boring holes in studs For Interior and Exterior wells per 2012 IRC R602.6 (1) & R6026 (2) ZD C'4 aD ON /111 I/A2 RSW PW89tick b IvIl Q 110 DDDRS Wind- 4 P rough 3 2 pft I J. "t.11 bottom Wi"l..k Flsshiog 5. 3/8 bffid Top 980 Sealmt 0. Imtall windows per uff&. spem 2. f.I1.'.d bw WstsflB1.ok r__ oud. W1 nw. 7. Irstall 3 Fwl & Sftok m sill, 2 1/7 ow btm from ovsr lcr� L 4. 1-1.11 Md. Wirterfil-k flaWAM both sides Reshm I d— F.11ii. ft dehifis Th. on t.� 1. Irsi IZZ s-nd S strip goes m befors the d. P I id All = t.Md dtils ..in th. h �- neshirg. For d— MOO, Hero. sil ar= d. — t . I. 09 9.60,dpopw sp pw UBC M 1`w1&SLckXw flwp and pper 13, Imu,11 SO III shirg; th. door 1=111r= s1nd— .do. of I.-Mw P-M-Stilt" 6. mi top pm- tighn 7� t. ii. Install "181 top neshirg INSTALL EXTERIOR DDORS WITH TWO 0� -I.P) 2 St=,r. outsid. oF t n . Wou �Ip - per code BEADS OF TOPP 900 rALLY, WDMW/WOR FLASMG RWALUTION DETAM - NM Hold stringer as high as possible to the treads/risers shorten tread/run as much as allowed to minimize encroachment on Closet Door STAR MEARAISCE DETAIL S6MM �,��114'=T 01 � 2Story— 2 Car— 29 x44— 1945sf — GR— Lots6 Gas HW Tank DETAIL le NITIS. HAS '� R EIWIEII a1-R-U-CTUF' —L�ME&R BEEN EVIL ON" THIS DRAVVING 'HAS y 'TRUC-fURAL I .,..ENTS 0 S 0 TACHED RELEVANT D B�W MR Tj'O'ABT# 0�-j DATE Eng'd Truss P 24" o.c, REVIEVVED By UpSTATE ENGINEERINr (206) 280�715 - _W VOID IFS rAMP INK NOT RED. 7 R-49 x 0) X 110 110 Master C2 'P WIC Bath 0 0 0 . . I I All Ducts within open web Flr Truss 18" Floor Truss �j X 0) 10 LR DR 6) R-30 2x 10 Crawl space 6 mil V,B, (810 Section A BEAM 2x4 WALL 24 WALL 4x (SAWN) (2) 2X4 (2) 2xB 6x (SAWN) (3) 2x4 (3) 2x6 (2) 2x4 (2) 2x8 �3 F111 7111)1 /. LT (3) 2X4 (3) 24 3 1/2 IMANF) (2) 2x4 (2) 2xB sAM 10d 5 1/2 (MANF) Ram Bruns GIRDER TRUSS WADER Mit TYP SMTLa HEADER 2X4 WALL 24 WALL 4x (SAWN) 2X4 2X6 ft (SAWN) ___ 2X6 3 1/8 (GLB) (2) 2x4 24 5 1/8 (GLB) ---- (2) 24 3 1/2 (MANF) (2) 2X4 24 5 1/2 (MAW) ---- (2) 2X6 ��PQ�ST/ �STQQ �QPQI�NTLQAQS 18, ho 1W 5060 hs 6080 sgd I I ilp j SGD & Window R.O. Ist Floor Elev, View ROUGH OPENING FRAMING DIMENSIONS LA VENTA DE PUERTAS____ LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS TIPO Do PUERTA Us ANCHURA La Abortura TYPE WIDTH ROUGH sin Is Forma EXTERIOR DOORS OPENING LAS PUERTAS EXTERIORES METAL- SINGLE HANDICAP DOOR WIDTH PLUS 2' 81 5/8' PUERTA DE METAL PARA LAS SILLAS CON RUEDAS ANCHURA DE LA PUERTA MAS 2' 81 5/8' METAL _ SINGLE DOORS WIDTH PLUS 2' 82 1/2' UNA PUERTA DE METAL ANCHURA DE LA PUERTA MAS 2' 82 1/2' METAL _ DOUBLE W/ASTG DOOR WIDTH PLUS 2 1/2' 82 1/2' PUERTAS DOBLES DE METAL CON ASTO ANCHUAA DE-LAS PtIERTAS MAS 21/2' 82 1/2' METAL SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 81 1/1' PUERTA DE METAL OUE ASHE FOR AFUERA ANCHURA OE LAS PUERTA MAS 2' 81 1/4, METAL W/SIDELITE 14N 3/0 DOOR W/I S/L 53' PUERTA DE METAL CON VENTANA PUERTA 3/0 CON UNA VENTANA 53' 3/0 DOOR W/2 S/L 68' 82 1/2' PUERTA 3/0 CON DOS VENTANAS 68' 82 11T WOOD DOOR SINGLE W/B DOOR WIDTH PLUS 2' 83' UNA PUERTA DE MADERA ANCHURA DE LA PUERTA MAS 2' 83, WOOD DOUBLE W/ASTG W/B DOORS WIDTH PLUS 2 1/2' 83' PUERTAS DOBLES DE MADERA CON ASTG ANCHURA DE LAS PUERTAS MAS 2 1/2' 83' WOOD SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 83' PUERTA DE MADERAQUE ABRE FOR AFUERA ANCHURA DE LAS PUERTA MAS 2' 83, WOOD W/SIDELITE W/B 3/0 DOOR W/1 14* S/L 53' PUERTA DE MADERA CON VENTANA PUERTA 3/0 CON UNA VENTANA 53" 3/0 DOOR W/2 1/4 S/L 68' 83 1/4' PUERTA 3/0 CON DOS VENTANAS 68" 83 1/4' INT, PRE -HUNG DOORS LAS PUERTAS PRECOLOADAS INTERIORES SINGLE PREHUNG DOOR WIDTH PLUS 2' 82 1/2' PUERTA PRECOLGADA CLASICA ANCHURA DE LA PUERTA MAS 2' 82 1/2' INT' DBL W/ASTG DOOR WIDTH PLUS 2 1/2' 82 1/2' PUERTAS DOBLES CON ASTG Y CERROJOS ANCHURA DE LAS PUERTAS MAS 2 1/2' 82 1/2' INT. DBL W/ROLLER CATCHES DOOR WIDTH PLUS 2' 82 1/2' PUERTAS DOBLES SIN ASTG ANCHURA DE LAS PUERTAS MAS 2' 82 1/2' HOUSE TO GARAGE WB DOOR WIDTH PLUS 2' 83' PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE) ANCHURA DE LA PUERTA MAS 2' 83* POCKET DOORS FRAME TYPE LAS PUERTAS ESCONDIDAS ACME �LADDER TYPE) SINGLE OBL DOOR WIDTH PLUS 2' 84 3/81 UNA PUERTA ACME ANCHURA DE LA PUERTA DOBLE MAS 2' 8,1 3/8' ACME LADDER TYPE) DOUBLE OBL DOOR WIDTH PLUS 1 1/2' 84 3/8' ACME PUERTAS DOBLES ANCHURA DE LAS PUERTAS MAS 1 1/2' 84 3/6' JOHNSON (VERT, STUD) SINGLE OBL DOOR WIDTH PLUS V 84 3/8' UNA PUERTA JOHNSON ANCHUAA DE LAPUERTA DOBLE MAS IN 84 3/8' JOHNSON (VERT, STUD) DOUBLE DBL DOOR WIDTH PLUS 0' 84 3/8' JOHNSON PUERTAS DOBLES ANCHURA DE LAS PUERTAS MAS 0' 84 3/8" BIPASS LAS PUERTAS DUE SE PASAN BIPASS W/DRYWALL JAMBS DOOR CALL -OUT SIZE 83 1/8' CON JAMBAS OE YESO TAMANO DE LA PUERTA -l' 83 1/8' BIPASS W/WOOO JAMBS DOOR CALL -OUT SIZE PLUS V 84' CON JAMBAS DE MADERA TAMANO DE LA PUERTA MAS 1' 81" BIFOLDS LAS PUERTAS De DOS HOJAS BIFOLD WITH WOOD JAMBS DOOR CALL -OUT SIZE PLUS 2' 82 1/2' DE HOJAS CON JAMBAS DE MADERA TAMANO DE LA PUERTA MAS 2' 82 1/2' BIFOLD WITH '1/2' JAMBS DOOR CALL -OUT SIZE PLUS 1 1/4* 81 1/2' ON VINYL DE HOJAS CON JAMBAS DE YESO TAMANO DE LA PUERTA MAS 1 1/4' 81 1/2' en vinilo BIFOLD W/ORYWALL JAMBS DOOR CALL -OUT SIZE PLUS 1 1/4' 82' ON CARPET DE HOJAS CON 1/2' JAMSAS TAMANO DE LA PUERTA MAS 1 1/4' 82' on slambro E REVISIONS N 4- 0 = M 0 0 w a) (n a) aD " -r- (N = U) 0 1 0 04 _J . I'll LL C I D a) (f) (if H 0 (0 (4... _J En _.J (n +- Lr) 0 't. _J CY) LU LL1 0 0- a) 0 — = 0 X 1L (_ M CL 04 U) En Of _0 w C: of 0 E 0 _0 co w 04 W +- W (f) N 0 W V- U) " 1- 1: 04 (N --KESUB JUL 2 5 2018 8%%D,1?fl DEPAR) ME OF EDMONDS ON, �Ii 0 C.) C') > —15. 10.1 ----- Y c -a _nt ----------------- It 5060 hs 5060 hs I hdrs 0 LR I (0 9. Catlin d.. g all t. Lithin ceilingl A. oe� rlm� 13 1A 13 PR b arin 4x8 28 qcLcesl_� sulr'se , 24 S If ol m t-I etal x3o 20 rated .r IRC3 5' 1'. u �ir Ent 000 Ent "' tt tlt C c �o M I 308�0. 2010 sh sg 60 sg FS) ------------- L0 6. Section B/A3 1 �7_1 conc 4x4 post� pos connect T&B Typ 4/A5 8xl3-2 conc patio --------- 1, T,,r -(�46f - �V(_F -Fl-r 1 5080 sgd -3060 s 3 - 4xI0 GI(B) vented frame "',abv 1 OR En 13 a, 8. 5-6x3 13 ED Kit — 13' 4-1/2' 03=1 3' 4" 1 j 03 13 511 frig 11 FF _x- -1 36' LS F -C 10 2 Car Garage Concrete Slope to Door 0 Type X GWB all common surfaces with livin� space, beams, posts min 1/2' on wells min 5/8" on lid ----------- 2 - 5 1/8x 15 Gl@ 160-80 151;� - ___ ___ - — - M7 19, 6.1— CD CN b Cq T-1 T-1 I/A2 RSW I/A2 RSW First Floor - CL=1 I MI`LdX.L==W -_ • Carbon Monoxide CgotEctor per 316 • Smoke Dectector per 314 r-( Surface mount light 13 Recessed can light Xse 60 afm exhaust fan to ext. X— >= afm spot/whole he exhaust vtos Vent To Outside X Fan/Llght Combo Single pole switch 3 way switch Duplex outlet 220 volt outlet cm Ground Fault Interupt Frost Proof Hose Bibb All walls indicated to be SW -I, UND. STRUCTURAL LEGEND Headers 4xI0 DF2 U.N.O. Ist Floor GLBi 24F V4 UINO. — - — - — -- Db1 F.J, Beam 9W_I Shearwall T /I Hold Downs NOTEt All metal in contact with treated wood Shall be approved for such contact Additional Specs on Sheets A" & Structral Notes atta&ed NOTS Notching and Boring holes In studs For Interior and Exterior wells per 2012 IRC R602.8 (1) & R602.8 (2) N.I&S". 1. well 0 M COORS _14 thor 4, 2 r-joh W3V p—g 2. 1 Wi'. .11 eoff. 1 L Int.11 btt- Wet.rBl_ :�� 5, Am,% 3/8 bed 6. It.11 MrIdow. eI, mF. epooe, b m . n'�.p 900 Solont 7. In I to, I&SH& llelft a Peel I et� 2 2. bte f. 0�rltop WI= fll. 4. 1�.Il Wd� Wel�Bl..k fleefdng both Wde. =.naVF*'d1o*=E I �ot-� T Ish%mMols -14h" 2 flot P. 1=1d and folded ovw the f�t -%, SUP, ard 'I =./Bld Mold,2 ftp P. Ilstid tlip bf— the All the, et.Md datei rermeln the . h .1 fl�ng 10, For d— �ith flarVn ell d 8, PI... Be der 't'kU R 60 Wi, pWw rloo pe, UBC Is P..l&Sti.kZw flp ,d ooa, k, -IV 01. 13. 1-t. edge of loww=': FeeI&St k' B. hwL overl on id,, & Pop- 114hn OMM—fIdng t1e, I W freoe 2' ". Vwlap 11. It.11 _�l tw fl_hkg INSTALL EXTERIOR DDORS WITH TWO (f� SIF Cord,18' wlop) 12 S= out I of the f Lou oVWIP - Por Codo BEADS OF TOPP 90B QAULX WDMW/DWR FLASMNG RMAUATION DWrAM — M I Hold stringer as high as possible to the treads/risers shorten tread/run as much as allowed to minimize encroachment on Closet Door (D=STAR CLEAR*M MrAL SECTION 1/4'= T 9 2Story— 2 Car— 29x44— 1945 sf — GR— Lot6 Eng'd Truss Q 2,V o.c, 4' 101, C2 Master WIC Bath �jb 1 11 1 0 All Ouct L=s within open web Flr I Truss 18" Floor Truss LR OR REVISED PLANAPPROVII!,11-0 CIT-,' OF EDMONDS BILDING DIVISION 0 PLANS EXAMINEK 4:3C.�e� L2� ��, 31ab on grade mil V,B, (Blk) Section A Pi x 0) C2 !2b 18* Gas HW Tank DETAIL 16 N.T.S AMM �R X�u �/w M IT — REM a I ml.- DBL If 19 � TROeNERS BEAM 2X4 WALL 2x6 WALL 4x (SAWN) (2) 2.4 (2) 2X6 OX (SAWN) (3) 2.4 (3) 2XB 3 1/8 (OLB) (2) 2,4 (2) 2XB 5 1/8 (GLB) (3) 2x4 (3) 2X5 3 1/2 (MANF) (2) 2x4 (2) 2XB 5 1/2 (MANF) (3) HEADER 2x4 WALL 24 WALL 4x (SAWN) 2X4 24 Ox (SAWN) ---- 2xB 3 1/11 Mull (2) 2xi 24 5 1/8 OGLBO ---- (2) 2X5 3 1/2 (MANF) (2) 2xi 2X3 5 1/2 (MANF) --- (2) 24 header M �qual CD o' 5060 hs 6080 sgd if SOD & Window R,O. Ist Floor Elev. View OPENING FRAMING DIMENSIONS LA VENTA DE PUERTAS LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS -ROUGH TYPE WIDTH ROUGH TIFO Do PUERTA Oe ANCHURA La Abortura EXTERIOR DOORS OPENING LAS PUERTAS EXTERIORES sin Is Forma METAL- SINGLE HANDICAP DOOR WIDTH PLUS 2' 81 5/8' PUERTA DE METAL PARA LAS SILLAS CON RUEDAS ANCHURA DE LA PUERTA MAS 2' 81 5/8' METAL _ SINGLE DOORS WIDTH PLUS 2N 82 1/2' UNA PUERTA DE METAL ANCHURA DE LA PUERTA MAS 2' 82 1/2' METAL _ DOUBLE W/ASTG DOOR WIDTH PLUS 2 1/2' 82 1/2' PUERTAS DOBLES DE METAL CON ASTI) ANCHUAA DE-LAS PtIERTAS MAS 21/2' 82 1/2' METAL SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 81 1/4' PUERTA DE METAL DUE ASHE POR AFUERA ANCHURA DE LAS PUERTA HAS 2' 81 1/14, METAL W/SICELITE 14' 3/0 DOOR W/I S/L 53' PUERTA DE METAL CON VENTANA PUERTA 3/0 CON UNA VENTANA 53' 3/0 DOOR W/2 S/L 68' 82 1/2' PUERTA 3/0 CON DOS VENTANAS 88' 82 1/2' WOOD DOOR SINGLE W/B DOOR WIDTH PLUS 2' 83' UNA PUERTA DE MADERA ANCHURA DE LA PUERTA MAS 2' 83* WOOD DOUBLE W/ASTG W/B DOORS WIDTH PLUS 2 1/2' 83' PUERTAS DOBLES DE MADERA CON ASTG ANCHURA OE LAS PUERTAS MAS 2 1/2' 83' WOOD SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 83' PUERTA DE MADERAQUE ABRE POR AFUERA ANCHURA DE LAS PUERTA MAS 2' 83. WOOD W/SIDELITE W/B 3/0 DOOR W/I 14' S/L 53' PUERTA DE MADERA CON VENTANA PUERTA 3/0 CON UNA VENTANA 53' 3/0 DOOR W/2 1/4 S/L 68' 83 1/4* PUERTA 3/0 CON DOS VENTANAS 68' 83 1/4* INT PRE -HUNG DOORS LAS PUERTAS PRECOLGADAS INTERIORES SkLE PREHUNG DOOR WIDTH PLUS 2' 82 1/7 PUERTA PRECOLGADA CLASICA ANCHURA DE LA PUERTA HAS 2' 82 1/2' INT, DBL W/ASTG DOOR WIDTH PLUS 2 1/2' 82 f/2' PUERTAS DOBLES CON ASTO Y CERROJOS ANCHURA DE LAS PUERTAS HAS 2 1/2' 82 1/2* INT. DBL W/FOLLER CATCHES DOOR WIDTH PLUS 7 82 1/2' FUERTAS DOBLES SIN ASTO ANCHURA DE LAS PUERTAS HAS 2' 82 1/2' HOUSE TO GARAGE We DOOR WIDTH PLUS 2' 83, PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE) ANCHURA DE LA PUERTA HAS 2' 83' POCKET DOORS FRAME TYPE LAS PUERTAS ESCONDIDAS ACME �LADDER TYPE)) SINGLE DBL DOOR WIDTH PLUS 2' 84 3/8' UNA PUERTA ACME ANCHURA DE LA,PUERTA OOBLE HAS 2' 81 3/8' ACME LADDER TYPE DOUBLE OBL DOOR WIDTH PLUS 1 1/2' 84 3/8' ACME PUERTAS DOBLES ANCHURA DE LAS PUERTAS HAS 1 1/2' 84 3/8' JOHNSON (VERT, STUD) SINGLE DBL DOOR WIDTH PLUS 1' 84 3/8' UNA PUERTA JOHNSON ANCHUAA DE LA PUERTA OOBLE HAS 1' 84 3/8' JOHNSON (VERT. STUD) DOUBLE DBL DOOR WIDTH PLUS 0' 84 3/8N JOHNSON PUERTAS DOBLES ANCHURA DE LAS PUERTAS HAS 0' 84 3/8, BIPASS LAS PUERTAS DUE SE PASAN BIPASS W/DRYWALL JAMBS DOOR CALL -OUT SIZE -1" 83 I1W CON JAMBAS DE YESO TAMANO DE LA PUERTA -1- 83 1/8' BIPASS W/WOOD JAMBS DOOR CALL -OUT SIZE PLUS 1" 84' CON JAMBAS DE MADERA TAMANO DE LA PUERTA MAS 1' 84, BIFOLDS LAS PUERTAS De DOS HOJAS BIFOLD WITH Wool) JAMBS DOOR CALL -OUT SIZE PLUS 2* 82 1/2' DE HOJAS CON JAMBAS DE MADERA TAMANO DE LA PUERTA HAS 2' 82 1/2' BIFOLD WITH '1/2' JAMBS DOOR CALL -OUT SIZE PLUS 1 1/4' 81 1/2' ON VINYL DE HOJAS CON JAMBAS DE YESO TAMANO DE LA PUERTA HAS 1 1/4' 81 1/2' an vinilo BIFOLD W/ORYWALL JAMBS DOOR CALL -OUT SIZE PLUS I 1/1" 82' ON CARPET DE HOJAS CON 1/2' JAMSAS TAMANO DE LA PUERTA HAS 1 1/4' 82' on alambro E 7 SO CO '0 ID IL REVISIONS 0 = 0 1-- 0 4- W c) 0 0 _j ee LL (S) M CL U_ _0 (-) (0 L,,_ _j In _j En 4- 0 (6 _j CY) W 4- LU ( ) CL a) 0 O:f o X EL CY) U) in = _0 W C :1E 0 F- E 0 0 _0 00 W C14 W (j) on, -C 0 W 7: C14 CNI MAR 131.019 I ".' I .— "W" ........ Ll K THE ATTACHED RELEVANT DOCUMENTS. I gi, TO '0qMM'q w JOB# 0 DATE if 14 _qau REVIEWED BY_A UPSTATE ENGINEERING (206) 2804715 - soIws@upsW VOID IF STAMP INK NOTRED. Length of Dryer vent posted per IRCM 1504.5 29- 0" 3050 sh 3050 sh �'! - 13' 2" Egress J.4" sill 7- hdr -LW:L _ _.�1040 hs sg rame in 72'(�Tj 19/A_5 T,, El 1 C14 7 ;ir ED 24 24K L� I jph If wall -------- ath -------- 24 M laste� Suite VE3jlted 13. 3- 4 8' Ceiling n zo g I: [I 248W WIC Dbl 2�4 1/2" 6' 4" li D utilit- X-, 8 In 281 W 24 Eg ED U vented CD linen 03 B2 In 18/A5-) 41 41, 3' 111 3- 71.-:'.4 20 26L 10- 2". --------- Gas Furn 13 — 26-, 24 5ex 26 Bath ttRc 24 acce] Tn ni,.I,, Whole Hs Fan Label shall be fixed to control that readst [ Wh, H se Ventilation Is 01 Se. h0p1:r.tTnug instructions 20 12 RCM 1507,321 Carbon Monoxide Dectector per 3`16 Smoke Dectector per 914 Surface mount light Recessed can light 50 ofm exhaust fan to ext, X- xxx cfm spot/whole he exhaust vice Vent To Outside X Fan/Light Combo Single pole switch 3 3 way switch Duplex outlet 220 volt outlet aR Ground Fault Interupt m— Frost Proof Hose Bibb B4 133 &) 10' 5'U- Egress 2020 Lented frame 1 0 Egress 0, 'a nted frame vents FS—W-7j\4040 Ins -SJ4-2 I IV 0 11' 0-1/2" 14- 8" Second Floor All _talLs hjdicqted_ to be SW-1, U.N.O. STRUCTURAL LEGEND Headers 4x8 DF2 U.N.0, 2nd floor GLB, 24F V4 U.N.O. — - — - — -- Obl FJ, Beam sw- I Shearwall Hold Downs NOTE. All metal in contact with treated wood Shall be approved for such contact Additional Specs on Sheets AS-8 & StuctUml Nlotes attached NOTE Notching and Boring holes In studs For Interior and Exterior walls per 2012 IRC R802.6 (1) & R602.6 (2) 2 Story — 2 Car — 29 x 44 — 1945 sf — GR — Lots 6 L------------ Truss - - - - - - - - - - - - - 5" m1" L - - - - - - - - - - - n F - - - - - - - - - - - - - - - - - - - - --- - - 4" 4" - - - - - - - - - - - - - 17 n E REVISIONS F-� 7L Eng'd Truss Q 24" o.c, 0 FL - - - - - - - - - - - W U) 0 LF F] 05- LL 0 CD U) LL CS) CY) 0 11 L L) W CL P Truss Truss 2x8 @ 24' o1c. Roof Plan CID 4- U) _j U) 4- 0 Lr) U) -1 14- CY) W o o X of CL 0) U) W C: Z: 0 < F- E 0 -0 100 W ('14 W U) IN -C i- +- W It- U) C*4 (N STRUCTURAL REVIrW T �_URAWJ�GH H STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT [)Ocu TS JOB#ja,a_ DATE REVIEWED E UPSTATEENK EERING (206) 2BOA715 - 1-11 @IP- Voj,,IFS1AMPINKN.TR-. --ItEsua JUL 2 5 2018 "UM01-m-M-85— 2 Stor WALL PER " FrT sous, ouco ARY KGUi PER PLAN SHEATHING PER " NG MR � OR ROOF TRW W sni) TRUSSES OR RAFTERS PARALLFL TO WALL S�ALL MR PLAN SHEARW� MR PLAN W— KTIC14T Z'S01-10 a" Tm� FMI.Tsmm a" BOUNDARY 'ARLS MR " — f MY Kk" MR R BOUND ROW SHEATH1110 PER " R� SHEATHING PER TRUSS WID) FER K.M V colln"Jous ROOF M*mG MR SUM BLVG W (2� ft U STLO a LEWER W1 M a STUD TRUSSES PERPENDICULAR TO WALL 0 2 LMOW =ROOF SHEOA`RT�RANSFER-TYP 1/2" - V 0" Wall per plan 2x Blocking w/ I I /-' Edge Nailing Rim Joist --'- I N' FJ per plan A35 per SW Schedule Wall Framing per plan Shear Transfer 9 Cant, Joists 1/2" - 11 0" resist 200 lb load any direction Recess Into f oor w/solld blocking (3) 16d ea side Underlay L —tJ lzqw�) 2x Joist 8 RAIL WALL END STUDS 18 `8 SectionVIew 1/2" - V 0" 3NL Shearwall per I King Stud continuous from bottom to top plates LSTA21 w/ 10d Carter & Edge ..' aide of opening � of opening Cto 4) (to 2) -T71E� L Hd, per plan Win penal ad,,. nallll.� Full-H.ight WINDOW OFENIK�; t I c flat blocking It— studs ; required (to 4) oldown per plan Holdown per plan PERFORATED SHEAR WALL DETAIL CATHEDRAL CEILING FALSE BEAM DETAIL — 2 Car — 29 x 44 — 1945 sf — Lots 5 6 & 7 1/2" - 1- 0" 24" o.c, Engd Truss R-49 F,G. In 12 20+ yr F.G. roofing 15# roofing felt 7/16 OSB sheathing Insulation baffles Dbl 2x top plate 4x8o#2 OF header r as noted CL C1. a) 0. 2x F.J. per plan r- Insul Hdr R-10 Rafters 9 24" o.c, Insulation baffles lid Blocking Framed roof olid Blocking Oil o'c. 1x8 Fascia 2 C I x 26g Alum, Gutter 8d Galv, 9 8" o,c, op plate) diaph, to t 7 if within 5' setback no anted blo ki v c"ng I use Cor A vent/&rtvent opt S I hr const per IRC 8" Horz. Hardboard Lap Siding on 7# felt 7/16 OSB corner sheath nail 8d Q 6" edge/12" field (typ) or per engineer calcs for shear 2x6 studs 16" o.c. #2 HF or better R-21 F,G, insulation attach stub or use 4 mil vb 1/2" GW13 2x6 base plate, w/16d 8" o,c, & 16d Q 6" o.c, slant nail 2x 10 Rim Joist with 3 16d each Joist 24 pressure treated sill plate Simpson A35 9 32" o.c. Mudsill Anchor per schedule 2x F.J, per plan R-30 r*_ 6" & 8" pc fnd wall #4 18" o,c, horz, & vert, min 6x12 & 8x16 footer Over 2' Hi - #4 10" o,c. horz., 16" o,c, vert. 4" perimeter drain in sto-- Slope grade 9 1/4' per foot away from foundation ne, connect to approved discharge to daylight 4' dia. tightline roof drain separate from perimeter footing drain to daylight 18. min Crawl space, 12' min under beams 6 mil black vapor barrier with 12' lap seams TYPICAL 2 STORY SECTION 1/4" - V 01. Eng'd Tr U ss / Site Frame STRUCTURAL Riz%n.— If open rail is used then space balusters so a 4' sphere will not pass through LSU 210 Hngr or A35 each stringer (typ) 8' 8' min. clearance to nose of tread Firestop adjacent wells per 708.2.1 At all stair locations 1 1/4" - 2" dia, continuous full length handrail with 1 1/2" min, space to wall Return ends to wall or terminate at post per R311,7 . 8.2 Rail 34"-38" above stair 2x treads and Ix risers�� THIS DRAWING HAS BEEN REVIEWED FOR T STRUC URAL REQUIREMENTS ONLY P 2 ER T11 ATTACHED RELEVANT DOCUMEN'TS. JOB# o�o DATE REVIffWED By or ... from nose of tread 2x4 16" o.c, studding anchored to stringers and floor GWB both sides continuous 36" wide min, landing LSU 2 10 Hngr or A35 2x'2 Stringers 10- t ... d (.in 1011) Max, 7 3/4" rise w/ 3/4" to 1 1/4" nosing 6" sphere does notk ' Fireprotect enclosed under stair walls Gu rd/Handrail to sustain pass through and soffits with 1/2 GWB 8 4. � Firestop Adjacent walls per R302.11 200 lb load sphere does not Balusters to sustain 50 lb load pass through TYPICAL STAIR DETAIL Per R311,5 1/4" - V 0" Hdr 0 '0 TYP WALL / WINDOW SECTION 2nd Floor 1/4" - V 0" NOTE, Splice and nail top plates as shown at all Exterior wells, shear walls and at each floor level and at roof, TOP PLATE SPICE ELEV, 1/41, - 11 0" E 9 "VIKOM N 4-- 0 Lr) 4 4— a) a) U) CN CD 0) _j < W CL 0 -0 11`11 06 0 (0 4— Lr) En Lr) U) W W 0 CL (1) 0 — = 0 X CL f- cr) CL U) U) otf -0 ILL! C: 0 E 0 -0 0 1:0 W 04 W N 0 TZ W It" Lo —REsus JUL 2 5 2018 SUAING DIE OF EC)PAMM M t)EW S WALL MR KA PIT soul) B= ART K�S PER �N SHEATHDG MR PiA He MR " (OR ROW Ts.SSI W/ STUD TRUSSES OR RAFTERS PARALLEL TO WALL— SHEARWALL PER IlUIH SHEARWALL PER T1014T PIT SOLID SIXG TIGHT PIT SOLID BLM Z ��7 —rB�my MILS MR " BIRRIDARY KAILS PER " R SHE �T DOF SHEATHM PER " ROOF SIEATHIRG PER " Tauss QICNO� MR CONTPUDUS R R MAM, DDF FRAHM PER SOLKI BLIM W STUD V LEDGER W/ � led EA STUD nICULAR TO WALL TRUSSES PERPENDICULAR TO WALL MLOW =ROOF SZA�RTRA�NSFER-TYP 2 1/2" - P 0" Wall per plan-� 2x Blocking w/ I I /- Edge Nailing Rim Joist --- I N' FJ per plan A35 per SW Schedule 1 —11 Wall Framing per plan--/ GShear Transfer Q Cant, Joists ) 1/2" - 1' 0" reslst 200 lb load any d1rection Recess Into floor w/solld blocklng Underlayrrent� (8) 16d ea side 2x Jolst 18 RAIL WALL END STUDS Section View 1/2" - 1' 0" Shearwall per plan King Stud cortimu.us fr.. bottom let.. to t?opp.ni,g each side o N1 10d Center & Edge ,� GST.AP2 r,� (typ 2) . ng (tgp 4) qpenel edge nadllng� Full Height 2x flat blocking between studs a. required (typ 4) Holdown per plan H.1d.wn pan pl.n(:::D rERFORATED SHEAR WALL DETAIL 1/2" - 1- 0" THEDRAL CEILING FALSE BEAM DETAIL 2 Story — 2 Car — 29 x 44 — 1945 sf — Lots 5 6 & 7 1/2" - 1- 0" 12 20+ yr F,G, roofing 15# roofing felt 8 Raft Q 7/16 OSB sheathing x8 Rafters 9 24" o.c. 24" O.C. fles Insulation baffles Insulation baf I Eng 'd Truss (typ Cj: R-43 F,G, Insulation 9z roof '01 lid Blocking Framed roof olid Blocking 1110" 'o"c, '4 Ix8 Fascia x6 e.J' Dbl 2x top plate 2bg Alum, Gutter 4x6 #2 OF header 8d Galv. 9 6" o.c, 01 or as noted diaph. to top plate) if within 5' setback a) CL no vented blocking use Cor A vent/Smartvent opt I hr const per IRC 8" Horz. Hardboard Lap Siding on 7# felt 7115 OSB corner sheath nail 8d.9 6" edge/12" field (fyp) or per engineer calcs for shear 2x F.J. per plan 2x6 studs 16" o.c, #2 HF or better Insul Hdr R-10 R-21 F . G, insulation attach stub or, use 4 mil vb 1/2" GWB 2xI5 base plate, w/16d 8" o,c, & 16d 9 6" o.c, slant nail a) OIL 2x 10 Rim Joist with 3 16d each Joist 2x5 pressure treated sill plate Simpson A35 9 32" o,c. 44udsill Anchor or A,B, per schedule Slab on grade #4 18" Oc. horz, & vert. min JL 8" g,-ffnd, wall. 8x ont Over 2' Hi - #4 10" o,c, horz,, 16" Oc, vert, \ Slope grade 9 1/4" per foot away from fnd 4 die. tightline roof drain'seperMe from perimeter footing drain to daylight 6 mil black vapor barrier with 12' lap seams TYPICAL 2 STORY SECTION 1/4'. - 1. 0.1 Eng'd Truss / Site Frame If open rail is used then space balusters so a 4' sphere will not pass through y- 1-SU 210 Hngr or A35 each stringer (typ) 8' 8' min, clearance to nose of tread ------ Firestop adjacent walls per 708.2.1 At all stair locations 1 1/4" - 2" dial continuous full length handrail with 1 1/2" min. space to wall Return ends to wall or terminate at post per R311Z8.2 Rail 34"-38" above stair 2x treads and Ix risers��-� or from nose of tread 2x4 16" o,c. studding anchored to stringers and floor GW13 both sides continuous 36" wide min. landing '111-SIJ 210 Hngr or A35 2x'2 Stringers 10- tread (min 10") Max. 7 3/4" rise W/ 3/4" to 1 1/4" nosing 6" sphere does 'not� ' Fireprotect enclosed under stair walls Guard/Handrail to sustain pass through and soffits with 1/2 GWB � Firestop Adjacent walls per R302,11 200 lb load 4" sphere does not Balusters to sustain 50 lb load pass through 00 Hdr 0 73 00 0 sill TYPICAL STAIR DETAIL TYP WALL / WINDOW SECTION 2nd Floor 1/4" - 1- 0" Per R311.5 1/41, - 1. 01. REVISED PCA'NAppROVF D JCITY OF EDMONDS BUILDING DWISIO, PLANS EXAMINER :T _<7 DATE NOTE. Splice and nail top plates as shown at all Exterior walls. shear walls and at each floor level and at roof. TOP PLATE SPICE ELEV, 1/4" - 1' 0" CT THIS �t�n�G��.BEEN REVIE ,ED Ly -D RELEVANT DOCUME THE A7rACK1E JOB#A;�07 DATEZ\\l BY�&M REVIEWED UPSTATE ENGINEERING 1206) 280AII5 - —i-27"a 'D. " STA.IINKNOTRED. E C a T 0) z211Z I REVISIONS (4- 0 4- 0) M CD M _J W OL 0 — -0 N C4 C) (0 -j in Ln U) in W o _J WE'L xa)) IL U) U) (If -0 W C 3: o < E 0 0 -0 1:0 W LLJ N 0 LLj It- W CN Upstate Engineering Services PO Box 952 LUnnwood, Wa 98046 (205) 280-1715 UpstateEngineerC?gmail.com General Structural Notes - Unless Noted OtherwIse GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION, DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION, FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 1500 PSF BEARING CAPACITY, BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6' MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS, FILL SHOULD BE PLACED IN MAXIMUM 8' LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1667 TEST PROCEDURES. CONCRETE fc = 2600 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4", SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH A STM A-615, LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 WIA X W1.4. LAP ONE FULL MESH AT SPLICES TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x- AND GREATER: DF-02 JOISTS / STUDS (2x-): HF#2 / STUD GWE LAMINATED BEAMS (GLB) 24F_V4 (241748 @ CANTILEVERS) 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO ?WWPA GRADING RULES FOR WESTERN I_UMBER?, LATEST EDITION, ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.1, AND THE IBC. ALL CONNECTIONS PER IBC TABLE 280491. ROOFDIAPHRAGM INSTALL MINIMUM 1/2'CDX PLYWOOD (32/16) OR 7/16"OSB SHEATHING, NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6' OC, AND INTERIOR SUPPORTS WITH 8d AT 12' OC,, BLOCKING NOT REQUIRED. R-OOR DIAPHRAGM INSTALL MINIMUM 23/32'T&G STURD-I-FLOOR (24od SHEATHING, GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C., AND INTERIOR SUPPORTS WITH 10d AT 12" O.C, BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS, PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: NOMINAL WIND SPEED - 86 MPH RISH CATEGORY 11 ULTIMATE WIND SPEED - 110 MPH IMPORTANCE, 61.0 WINDOW EXPOSURE, B Kzt = 1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, Is = 1.0 SS = 1260 Site Class, D S1 = OA93 SEISMIC DESIGN CAT, D SIDS = OA3 SEIS. FORCE RES. SYS, A.15. SD1 = OBO DESIGN BASE SHEAR = 6782 lbs CS = 0.13 RISK CATEGORY 11 R = 6.6 2Story— 2 Car— 29 x44— 1945sf — SHEARWALL & HOLDOWN NOTES (U.N.O.) Upstate Engineering Services PO Box 952 LUnnwood, Wa 98045 Date: 9/8/2017 (205) 280-4715 UpstateEngineerggmail,com Job # 0807 (1) Simpson or equal. Locate at end of shearwall u.n.o, Install per manufacturer recommendations for foundation min end distance and embedment, deepen foundation as required, (2) Construct cripple wall same as shearwall (SW) above, and gabel-end same as shearwall (SW) below, (3) Recures 3x or (2)2x foundation sill plate (4) Threaded rod and couler as required, (5) Common nails, UNOt 8d:0,131"x2 1/2", 10d=0,148x3, 12d=0,148"x3 1/4", 115d=0.152'X3 1/2", 115d Sinkers=0,148'X3 1/4" (15) Install Hl's on all trusses/rafters, A35's at 24" o,c, gables & rim joist (or solid blkg) to top plate (sill plated at fnd) UNOj When specified spacing is less than 24" o,c,, install A35's at roof solid blking to SW top plate, and install H1 or H25 on all trusses/ rafters, LTP4, LTP5, or LS50 can be substituted for A35. Conn, per Simpson Strong -Tie or equal. (7) Min 3x or dbl=2x stud lam'd w/ (2)=15d 9 6" o,c, at abutting panel edges, (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a min of 2 bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece, 2x min PT, UNO. HOLDOWN SCHEDULE SIMPSON U.N.O. Mark Vertical Horiz, Hold down / Strap -X(D Fasteners to (2)-Studs Min UNO Foundation Anchorage X(l)(4) Comments T-1 STHD14/14RJ (38)/(30) - 115d N/A SHEARWALL SCHEDULE Sheathing- Applied to Sheathing Edge Nails #5 Roof to Top Plate Sill Plate Anchors w/ Mark 2x HF studs Q 16" o,c, All Edges Blocked Base Plate Floor to Top Plate 3" x 3" x 1/4" washers X(2) U,N,O, Below (do not penetrate past flush) Nailing #5 & Sill Plate *(5) see note X(8) SW-1 7/15" OSB 8d 9 5" o,c. (12" o.c, fld,) 15d 9 12" o,c. H 1 9 24" o,c. 5/8" dia x 10" AB's 9 50" o,c, or A35 P 24" o,c. SW-2 7116" OSB 8d Q 4" o,c, (12" o.c, fld,) 15d 9 8" o.c, A35 9 20" o,c, 5/8" dia x 10" AB's Q 48" o.c, SW-3 7115" OSB (X-7) 8d 9 3" o,c, (12" o,c, fld,) 15d Q 5" o,c, A35 9 16" o,c. 5/8" dia x 10" AB's 9 48" o.c, SW-4 7115" OSB (-X7) 8d 9 2" o,c, staggered 15d Q 4" o,c. A35 9 12" o.c. 5/8" dia x 10" AB's Q 16" o,c. (12" o,c, fld,) 1 7116" OSB Both Sides (*7) 8d 9 2" o.c, staggered See Detail 1 A2 1 (12" o,c. fld,) Lots 5 6 & 7 E CD REVISIONS 0 Co W �_ a) b a) _j < C-4 CD 0) F- CL -0 r" cc C) (C) _j in _j Lr) Lr) +cn 't- w o ICY) 14 _j F_ = 4- W 0 CL a) 0 — = 0 X In (_ M CL U) af W = 0 F- E 0 -0 co W 04 af +- W (f) N -r- I.- +- F- W 't- cf) 1-� 1- X: (N 04 -TRUCTURAL REMI-Elff THINS STRUCTURAL REQUIREMENTS ONLY PER DOCU MEN COM HE A-FTACHED RELEVANT T _ '�f' JOB# ny D1 DATE_j_[k+1 REVIEWED By____'U-� UPSTATE E-- EsRNG VOW W STAMP INK NOT RED. --RESUB JUL 2 5 2018 I"tM,,�DEPAgME- .D. , SPECIFICATIONS VENTILATION AND INDOOR AIR QUALITY CONTROL-2015 CODE Sizes per IRC 2015 Where ceilings are applied direct to the underside of rafters, cross ventilation shall be provided by maintaining a an unobstructed V air space on the underside of the roof sheathing for eave to peak inlet/outlet air flow, Vent Blockst three (3) 2" diameter holes - 6,59 square inches net (70% locate at corners and evenly between for attics, and at each cavity for cathedral roofs Net Vents 1/150 of attic spacel 1/300 if half of required ventilation area is three feet above the save vents, or if warm side vapor barrier is present. Screen, 1/4' corrosion resistant metal mesh required, Gable and Roof Ventsi locate as high as possible, Crawl space ventst minimum I square foot per 150 square foot of foundation area. Source specific ventilation systemso required in kitchen, baths, separate toilet rooms, spa, and other rooms with excess moisture, Source specific fans must be controlled by a manual switch and clehumidstat, timer or automatic control which must be readily accessible. Kitchens: minimum 100 cfm Bathrooms: minimum 50 cfm Whole house ventilation systemsi required with automatic and manual overide controls capable of allowing continuous and intermittent operationj 24 hour automatic control must provide minimum of two 2 hour ventilation c cles each day, AC/H: minimum 35 and maximum 5 air ccges per hour; CFMi minimum 15 cfm in each bedroom plus 15 cfm for combined living area Sone rating: maximum 1.5 at 0.1 inch water gauge, Fan cfm flow ratingi 0.25 inch water gauge static pressure, Duct terminations: terminate outside the building with back draf t dampersj Exhaust ductsi insulated with R-4 within unconditioned spaces. Supply ductsi insulated with R-4 within conditioned spaces Interior doorss not to impede air flow to whole house exhaust fan, Air Inlestst outdoor fresh air to be screened and protected from entry of insects, leaves and debris Locate away from noise and air pollutionj do not connect to attic, crawlspace, hazardous or unsanitary areas, fuel burning appliance areas, minimum 10' from vent opening of plumbing drainage system, appliance vent outlet or other source of odors, fumes or flammable vapors unless inlet Is at least 3' below such vent openingi Each habitable area shall have outdoor air inlets with controllable secure opening of at least 4 square inches at top of wall or windows with back draft dampers. Alternate fresh air supplyi integrated with furnacei with 6" diameter duct from exterior to return air plenum with manually adjustable flow damperj furnace fan to be operated by 24 hour clock. Proof of performance testing and letter of compliance required for inspection, Mechanical Penestrationss to be caulked/foamed and sealedj with firestops as requiredj exterior wall electrical boxes sealed or gasket provided at device plates. Rim Joists to be sealed at heated floors or covered with exterior infiltration wrap such as tgvek and fully insulated. Recessed Light Fixtures, to be type IC rated with no penetrations to ceiling cavity and sealed, or gasketed to prevent air infiltration, or any type rating located within an air tight enclosure, or type IC labeled to be maximum 2 ofm at 75 pascals, Joint seals, gaskets, weatherstrippingi required around all openings such as doors windows and access panels, and at all structural joints such as sill plates and roof/wall joints to limit air leakage, All operable doors and windows to be made to be tight fitting to limit/omit inf ittration In or out of the building, Vapor Barriers required at exterior walls, stick framed rafters, vaulted ceilings, attics less than 12", and roof space cavities used as duct spacej use well stapled (maximum 8" o,c. with less than 1/16" gaps) faced insulation, 4 mil poly vapor barrier with sealed or 66 lapped joints, or low perm rated 0 or less) inferior paint (show proof). Crawl Space Vapor Barriers cover exposed ground with 6 mil black poly or equivalent with 12" overlaps extended to foundation walls. INSULATION (heat calculations and wall and ceiling R values by others) fill open and isolated exterior cavities with uncompressed insulation (not to be compressed by mechanicals); used property stapled faced batts or separate vapor barrier as described above, use rigid insulation board behind recessed wall f ixturesj under f loor insulation support by twine, lathe or other means not relying on batt compression; attic access doort insulate, weatherstrip and baffle. concrete grade slab: insulate 24" perimeter with R-10 rigid foam board with interior and exterior thermal breaki alternate basement wall Insulation: interior furring for insulation batts or protected R-10 rigid foam board or permissablej supply duct insulation: R-8 in open area; R-5 in slabj installed according to WSEC table 4- 151 pipingi hot water, steam heat and recirculating hot water pipes to be insulated with R-3 according to WSEC table 4-1 R312.6 Freeze Protection No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, where necessary) adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to a min R-4. R802.3 Framing Details. At all valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. R312,2,1 Window Sills, In dwelling units, where the opening of an operable window is located more than 72 inches (1829mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a min of 24 inches (810mm) above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow passgae of a -1 inch diameter (102mm) sphere where such openings are located within 24 inches (610mm) of the finished f loor, Exceptions: 1, Window whose openings will not allow a 4 inch diameter (102mm) sphere to pass through the opening when the opening Is in its largest opened position. 2, Openings that are provided with window fall prevention devices that comply with ASTM F 2090, WSEC R401.3 Certificate A permanent certificate shall be completed and posted on or within 3 feet of the electrical panel by the builder or registered design professional, The certificate sahll list the R values of the insulation installed in or on ceilling/roof, walls, foundation, and ducts outside of conditioned spacest U-factors and solar heat gain coefficient of glazing, and the results of required duct testing and building envelope air leakage tests. The certificate shall list the types and efficiencies of heating, cooling and service water heating equipment 2Story— 2Car— 29 x44— 1945sf — Lots 5 6&7 GENERAL SPECIFICATIONS ADDRESS SIGNSs prominently displayed in contrasting color, plainly visible from the street. SAFETY GLASSt comply with IRC R308, Federal and State regulations, SKYLIGHTSt double dome, shatter resistant, plastic, type CC2, with 5" minimum crown or double glazing laminated safety glassi self flashing assembly or provide minimum curb, FRAMING DETAIL INSPECTION all holdowns, framing anchors) and shear wall nailing to be exposed until after inspection. EGRESS WINDOW'Si Per R310.1 maximum +V fromfloorto finished silli net opening minimum 5 sf 9 grade, 5.7 square feet abv,, minimumsash width20" and minimum sash height 24", TLB & SHOWEN firestop showers minimum 30" D. with surfaces of 1024 S.I. smooth non-absorbant wainscot up 70" with water proof gypsum wallboard backing with no vapor barrier allowed behind at exterior wall; 25 gpm shower flow restrictorsi Safety Glass enclosures. STAIRS# (perR311.5) risers 7 3/4" maximumj treads 10" minimums handrail height between 34" and 38" above nosing with diameter of 1 1/4" to 2" andends returned to wall or newel postj 1/2" GWB on walls and ceilings under stairsi f irestop between studs and stringers; provide minimum 8' 8" clearance height from tread nosing to ceiling vertically. TRUSS DRAWINGSi by truss manufacturere/supplier Shall conform to the design specs for light metal plate connected wood trusses as adopted by the Truss Plate Institute (TPI), All trusses shall be preservative treated DF meeting min stresses as specified for structural Lumber above, Shall be designed for the following min. loads: Coupled w/ A concentrated load of 260 lbs ENERGY CALCULATION& and Insulation R values by others FOOTINGSi exterior footings to extend 18" below gradel interior crawlspace footings to extend 8" below gradej strip all decomposable forming material before backfilling, GARAGE APPLIANCE& all electrical devices (swithces, burners, and pilots) minimum 18" above floori appliances to be UL approved with auto shutoff switchl protection bollard ducting In to garage to b6 26 guage galvinized (w/no openings) secure HW tank w/2 steel straps top&btm and set on R-10 insulation board base; extend pressure relief line from valve to exteriorl HW tank to be labeled 1987 NAECA. HARDWAREs Al finish hardware shall be Schalge or approved equal. GARAGE FIRE SEPERATION WALLi Type ..XII 5/8 GWB protection on all structure common to living space and all bearing walls - sills, walls, columns, beams, floor Joists - from foundation to roof sheathing or over entire ceiling, Type "X" 5/8" GWB on common ceiling with living space above. REQUIREMENTSi Contractor shall verify all site conditions, building dimensions, prior to proceeding with the work. Any variations from conditions and dimensions shown on the derawings shall be reported to the desinger for resolution prior to proceeding with the work, Written dimensions shall have precedence over scaled dimensions. FIREPLACEi UL Approved with label displayed; installed according to manufacturers specificationsi glass doors installed with tight fit, OPTIONAL GAS FIREPLACE Must be UL approved with label displayed, Install per manufacturers specifications and UMC. Provide tight fit glass doors, SMOKE DETECTORS Provide smoke detectors per R314 with 110 volt and battery backup interconnected In each bedroom and level, Locate near the high point in rooms with sloped ceilings. Carbon Monoxide Dectors required outside ea sleeping area per R315 TYPICAL ROOF SHEATHINGi 1/2" CDX Plywood Index 32/16, unblocked, w/ face grain perpendicular to framing below, stagger end joints. Nail as followsl Diaphragm Boundary and over exterior walls and shear walls: 8d 9 6"o.c, All supported edge si 8d Q 6"o,c. Fieldi 8d Q 12'o.c. TYPICAL FLOOR SHEATHINGi 3/4" T&G, CDX Plywood, index 40/20, unblocked, laid up w/ face grain perpendicular to framing below, stagger end joints, Nail as followsl Diaphragm Boundary and over exterior walls and shear wallsi 8d 9 Wo.c. All supported edges: 8d 9 15"o,c. Fieldt 8d Q3 10"o.c. Structural I Grade, conforming to U.S. Product Standard PS I and shall be pressure treated FRAMING/SHEATHING LUMBERt Field protect all cut surfaces of lumber with preservative which shall be applied In accordance with manuf.'s recommendations. Contractor to provide adequate bracing and shoring for all structural members during all phases of construction, All structural lumber shall be DF/L, #2 or better and treated In accordance to Sao R320 IRC 2015. All new framing members, rafters, Joists, and beams shall be fastened with 'Simpson' metal connectors or approved equal to provide a continuous load path from roof to foundation to resist high wind forces. All finish surfaces shall receive I coat prime and 2 coats finish paint, Provide 5/8' Ext plywood w1BIdg wrap underlayment behind Ext Siding thruout. Structural Timber shall be DF/L Species meeting following min grades/stresses as established by the Western Wood Products Association: Beam #1 Joists & Rafters #2 Studs & Plates Construction STRUCTURAL REVI THIS DRAWING HAS BEEN REVIEWt- STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT DQ�p JOB# DATE REVIEWED BY UPSTATE ENGINEERING STAMPrKNOTRED. 24i-294i,f cd < -8 REVISIONS P11 4- 0 a) u) a) 0 U) 0 (S) a) F--I -1 LL LU Q- r-1 —J [n Lr) Lr) Ln 't- +- o) LU 0 _J 4- LU c) 4- CL a) 'Ir 0 X U) -0 LU C 0 < E C) 0 -0 ED LIJ CN Lij U) 0 ILL! U) X: N 1714 RESUB JUL 2 5 2018 13UA1N0(3FDEPARTM NT EDMOND! R Window, Skylight and Door Schedule Project Information Contact Information Mletzner Home Builders, LLC Mike Mletzner 244th at Edmonds MIkenrK_@mIetznergroup.00rn 2944 plan 426 212-2491 WdthHelght Ref, U-factor QtFeelnFeelnch ArBa UA Exempt Swinging Door (24 sq. ft. max,) 020 1 2 86 8 17B 533 Exempt Glazed Fenestratlon (15 sq, ft, rrex.) 0.0 0.00 Vertical Fenestration (Windows and doors) Component WIdthHeIght Description Ref, U-factor QtFee1nFesInch Area UA 5040 he OSO '1 5 4 20.0 6.00 4040 he 030 8 4 4 48.0 14AO 4046 he 030 1 4 4 6 18.0 6AO 5WO he 030 2 5 6 60.018.00 2020 030 3 2 2 120 3,60 low 030 1 1 6 6.0 'IBO W6 @so 1 3 `1 6 4,6 1,35 2040 sh 0.80 1 2 4 8.0 2AO 2640 sh 0.190 '1 2 64 10.0 8.00 3050 sh 0.30 2 3 5 30.0 9.00 3060 sh 020 1 a a 18.0 5AO 2650 sh 020 1 2 65 125 3.76 8080 store 0.80 1 3 8 240 720 WN sgd 030 1 6 8 48.014A@ Sum of Vertical Fenestration Area: 819,0 UA: 95.70 Vertical Fene 030 Overhead Glazing (Skylights) Component WidthHeight Description Ref. U-factor QtFaelnFeelnch Area UA 010 0.00 Sum of Overhead Glazing Area: 0.0 UA: 0.00 Overhead Glazing Area Weighted U: 0,00 Total Sum of Fenestration Area and UA (for heating system sizlng calculations); 3368 UA� 101.03 Simple Heating System Size: Washington State This heating system sizing calculator Is based on the Prescriptive RequIrernents of the 2015 Washington State Energy Code (WSEC) Contact Information Mike Mletzner mikem@mletznergroupcom 425 212-2491 Instructions Design Temperature Dfference (70 46 ?T = Indoor (70 degrees) - Outdoor Design Ternp Conditioned Floor Area Instructions Conditioned Roor Area (sq ft) '1,945 Average Ceiling Height Conditioned Volume Instructions Average Calling Height (M 85 %'rm U-Factor X Area = UA Inst,uctlons 030 337 10110 U-Factor X Area = UA Instructions 050 - Attic U-Fbctor X Area = UA Instructions 0.026 1,190 30,94 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No selectlon Above Grade Walls (see Figure I U-Ractor X Area UA Instructions OM6 1,005 5628 Roors U-Factor X Area UA Instructions 0.029 1,190 3451 Below Grade Walls (see Figure 1) UFactor X Area UA Instructions M2 Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions 0570 Slab on Grade (see Figure 1) F-Factor X Length UA Instructions 0.540 - -_ Instructions Duct Leakage Coefficient '120 Sum of UA 22283 Envelope Heat Load 10,250 Btu / Hour Sum of UA X 9T Air Leakage Heat Load 8213 Btu / Hour Volume X 0.6 X 7T X 018 Building Design Heat Load 18,464 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 18,464 Btu / Hour Ducts In unconditioned spece; Sum of Building Heat Loss X '110 Ducts In conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 25,849 Btu / Hour Building and Duct Heat Loss X lAO for Forced Air Furnace Building and Duct Heat Loss X 125 for Heat Pump 2 Story - 2 Car - 29 x 44 - 1945 sf -' Lots 5 6 & 7 Prescriptive Energy Code Compliance -All Climate Zones in Wa Project Information Contact Information Mletzner Horne Builders, LLC Mike Mlet2ner 244th at Edmonds MIkem@mIetzn9rgroupoom 2944' plan 425 212-2491 This project will use the requirements of the Prescriptive Path below and Incorporate the the minimum values listed, In addition, based on the slze of the structure, the appropriate number of additional credits are chocked as chosen by the permit applicant, Authorized Representative ----Date All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 030 Skylight U-Factor n/a 050 Glazed Fenest-atlon SHIGC n/a n/a Ceillngk 49J 0.028 Wood Frame Wallgmn 21 Int Offi6 Was Wall R-Valuel 21/21h 0266 Floor 80g 0.029 Below Grade Wallop 10/15/21 Int + 0.042 Slabd R-Value & Depth 10, 2 ft n/a *Table R4021.1 and Table R40213 Footnotes Included on Page 2. E < Cj Each dwelling unit In a residentlal bulldlng shall comply with sufficient options from Tabi 1. Small Dwelling Unit: 15 credits Dwelling units less then 1600 square feet In conditioned floor area with less than 2. Medium Dwelling Unit: 35 credits All dwelling units that are not Included In #1 or #8, Exception: Dwelling units ser S. Large Dwelling Unit: 45 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4, Additions less than 500 square feet: 5 credits REVISIONS Table R4062 Summary Option Description Credli(s) la Efficient Building Envelope Is 05 lb Efficient Building Envelope lb 110 lo Efficient Building Envelope to 2.0 ld Efficient Building Envelope 'Id 05 - 2a Air Leakage Control and Efflolent Ven 05 4- 2b Air Leakage Control and Efficient Ven 1.0 0 2c Air Leakage Control and Efficient Van 15 ,9a High Efficiency HVAC 3a 1.0 10 - 3b High Efficiency HVAC 3b Ib So High Efficiency HVAC 3c 15 4 3d High Efficiency HVAC 3d 1.0 +- 1" 4 High Efficiency HVAC Distribution Sys 1.0 1.0 a) - 5a Efficient Water Heating 5a 05 OB (1) CD 5b Efficient Water Heating 6b AO 1.0 -C (N U) 6c Efficient Water Heating 5c 15 6d Efficient Water Heating 5d 05 *1200 6 Renewable Electric Energy 05 kwh Ole Total Credits 350 CY) *Please refer to Table P4062 for complete option descriptions Table R402,11 Footnotes 0 W For SI: I foot � 304B mm, ol � continuous insulation, Int � In U) -0 WSEC 2015 Energy Code Compliance Sect- R401 Glazing Is less then 25% of oondltloned floor area Zone 5 climate zone Prescriptive Option 1: Windows UOO, Walls R-21; Coiling R49, Floor R�30� Slab iO/15/21+TB per Table R402.1.1 Provide depth markers for blown attic Insulation 0 (0 Windows will be U 30 or better, Overhead glazing; U ZO. Doors: U20 _J U) _J L0 Ducts outside of conditioned space will be sealed and tested to RS-33 per IRC 00 Ducts In conditioned space will be Insulated to R-W, or as close as possible En 4- 8% total, 6% to exterior or less W 0 Ducts tested per R4032 (If A continuous air barrier shall be Installed on the bIdg envelope, sealling all gaps. W C)) Corners and Headers shall be Insulated 0- a) (4) 0 - Seal Garage walls to conditioned space, recessed lights, envelope jambs, knee wells, top plates and sills. O:f 0 X L (14 Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors). [L CIL CY) A 5-2 day proprammable thermostat will be provided for primary HVAC system per R4103,11 - all other adjustable U) tn i = W _0 C: 0:f ENERGY CREDITS 0 < E 3a - Gas Furnace - 94% efficiency - Max 25j849 BTU - 1 energy credit 0 -0 4 - Furnace/ducts Inside conditioned space - 1 energy credit to W 5a - flow restrIctlons 1.75/1 gpm - 5 energy credit W +- 5b - Tankless Gas HW will be provided with min EF: 74% rating for I energy credit W W Vapor Retarder for Bldg Envelope per R7027 - class I or 11 unless exceptions met :Z N r- 0 Lighting: 75% of all Interior lighting will be High Efficiency bulbs per R404.1 F- +- 4- U) Ext Lighting will all be High Efficiency per IRC W I - All Flouresoent tubes will be R-8 (1' diameter) per IRC 04 04 Energy Code Compliance Certificate posted per R4Oi3 @ Furnace, In Utility rm, or other approved location No wall stacks will be contained In any exterior wall cavities All return air will be ducted (no joist bays) Blower door test Is manditory per 2015 WSEO to <= 6 ACH @ 2 In pressure (60 Pascals) w/sIgned report Water Supply piping shall be Insulated to min R8 Exhaust openings must be 9 away from all openings. Max equivalent length of Dryer vent Is 35' (excluding vert transitlons)(reductions for 45d and 9W elbows) C/D Ventilation: 160 cfm @ 50% run time per M1507,33 located upstairs Hall Bath RESUB JUL 2 5 2018 BU&Fr0GFQEEPA0RTMENT DM Nos Window, Skylight and Door Schedule Project Information Contact Information Mietzner Home Builders, LLC Mike Mletzner 244th at Edmonds Mikem@mletznergrouprom 2944 plan 425 212-2491 WIdthHeIght Ref, U-factor QtFeeInFeeInch Area UA Exempt Swinging Door (24 sq. ft, max) M 1 2 86 8 i7B 523 Exempt Glazed Fenestration (15 sq. ft. max) 0.0 020 Vertical Fenestration (Windows and doors) Component WidthHeIght Description Ref. U-factor WeelnFeelnch Area UA 5040 he 030 1 5 4 20.0 6.00 4W he 030 3 4 4 48.0 14AO 4046 he 020 1 4 4 6 18.0 5AO 5WO Ina @so 2 6 6 60.018.00 2020 020 3 2 2 12.0 3.60 1060 020 1 1 6 6.0 iB0 3016 @so I a 1 6 45 1.35 2040 sh 020 1 2 4 8.0 2AO 2Wsh 030 1 2 64 10.0 300 3050 sh ose 2 3 6 30.0 9.00 8060 sh 030 1 3 6 18.0 5AO 2650 sh eso 1 2 66 125 3.76 SW store 030 1 3 8 24.0 720 6080 sgd @so 1 6 8 48.014.40 Sum of Vertical Fenestration Area: 319.0 ILIA: 95.70 Vertical Fene 030 Overhead Glazing (Skylights) Component WldthPalght Description Ref. U-factor QtFeelnFeelnch Area UA 0.0 020 Sum of Overhead C31azIng Area� OJO UA: 0,00 Overhead Glazing Area Weighted U: 000 Total Sum of Fenestration Area and UA (for heating system sizing calculations): 8,968 UA: 003 2 Stor Simple Heating System Size: Washington State This heating system sizing calculator Is based on the Prescriptive Requirements of the W5 Washington State Energy Code (WSEQ Contact Information Mike Mletzner mlkemC&mletznergroup,com 426 212-2491 Instructions Design Temperature Difference (70 46 ?T Indoor 170 degrees)--,OAAdoor Destign Temp Conditioned Floor Area Instructions Conditioned Roor Area (sq ft) 1,945 Average Calling Height Conditioned Volume Instructions Average Ceiling Height (ffl 8.5 16,533 U-Factor X Area = LIA Instructions 020 337 10110 U-Factor X Area = LIA Instructions OBO Attic U-Factor X Area UA Instructions 0.026 1,190 80a4 Single Rafter or Joist \/suited CellIngs U-Factor X Area UA Instructions No selection Above Grade Walle(see Rgure 1) U-Factor X Area UA Instructions 0.066 11005 6628 Floors U-Factor X Area UA Instructions 0.029 391 1134 Below Gracle;Walls (see Flgure 1) UFactor X Area UA Instructions 0,042 I Slab BelowGracle (see Figure 1) F-Factor X Length UA lnstructlons 0570 Slab on Grade (see Figure 1) F-Factor X Length UA Instructions 0540 132 7128 Duct Leakage Coefficient 1.00 Sum of UA 27094 Envelope Heat Load 12y4M Btu / Flour Sum of UA X ?T Air Leakage Heat Load 8_>18 Btu / Hour Volume X 0.6 X ?T X 08 Building Design Heat Load 20,677 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load WR Btu / Flour Ducts In unconditioned space: Sum of Building Heat Loss X 1.10 Ducts In conditioned space: Sum of Building Heat Loss X i Maximum Heat Equipment Output 28,947 Btu / Hour Building and Duct Heat Loss X 1 AO for Forced Air Furnace, Building and Duct Heat Loss X 125 for Heat Pump ------------------- - 2 Car - 29 x 44 - 1945 sf -' Lots 5 6 & 7 Prescriptive Energy Co.de Compliance -All Climate Zones in Wa Project Information Contact Information Mletzner Home Builders, ULC Mike Mletzner 244th at Edmonds Mlkem�@_miatznergroup.com 2944' plan 426 212-2491 This project wlII 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 permlt applicant. Authorized RepresentatIve -----Date All Climate Zones R_Valuea U-Factora Fenestration U-Factorb n/a 020 Skylight U-Factor n/a 050 Glazed Fenestration SHGC n/a Net Cellinglk 49J 0.026 Wood Frame Wallgmn 0 Int 0.056 Mass Wall RValuel 2i/21h 0.056 Floor 80g 0.029 Below Grade Wallcm 10/15/21 Int + OZ42 Slabd R_Value & Depth 10, 2 ft n/a 'Table R402.1.1 and Table R40213 Footnotes Included on Page 2. E CIO 0 Each dwelling unit In a residential building shall comply with sufficient options from Tabl 1. Small Dwelling Unit: 15 credits Dwelling units less than 1500 square feet In conditioned floor area with less than izz 2. Medium Dwelling Unit: 35 credlts �3 > All dwelling units that are not Included In #1 or #3. Exception: Dwelling units ser 3. Large Dwelling Unit: 45 credits ID I Dwelling units exceeding 5000 square feet of conditioned floor area. IL ' ' 4. Additions less then 500 square feet: 5 credits REVISIONS Table R4082 Summary Option Description Creclit[s) Is Efficient Building Envelope la 05 lb Efficient Building Envelope lb 1.0 to Efficlent Building Envelope le 2.0 ld Efficient Building Envelope 1d. Ob 2a Air Leakage Control and Efficient Van 05 2b Air Leakage Control and Efficient Van rl.0 4- 0 2c Air Leakage Control and Efficient Van 15 3a High Efficiency HVAC Sa 110 1.0 - 31b High Efficlency WAC So 10 So High Efficiency HVAC So 15 3d High Efficiency WAC Sol 1.0 4- 4 High Efficiency WAC DistrIbutlon Sys 1.0 0) 5a Efficient Water Heating 6a 05 05 5b Efficient Water Heating 5b 11.0 CD 6c Efficient Water Heating 5o 15 5d Efficient Water Heating 5d 05 REVISED PLAN APPROVED (N 6 Renewable Electrlc Energy 05 *1200 kwh 0.0 CITY OF EDMONDS BUILDING DIVISION N, Total Credits - 350 *Please refer to Table R4062 for complete option descriptions PLANSE MINER XA = (S) CO Table R4&1.1 Footnotes DATE For SI: 1 foot � WB mm, cl � continuous Insulation, Int � In WSEC 2015 Energy Code Comp1dance Sect R401 Glazing Is less than 251% of conditioned floor area Zone 6 climate zone Prescriptive Option 1: Windows UOO, Walls R-21; Calling R49, Floor R_30, Slab 10/15/2i+TB per Table R402,11 C-0 Provide depth markers for blown attic Insulation 0 (0 Windows will be U 30 or better. Overhead glazing: U 50. Doors: U20 _J (n Ducts outside of conditioned space will be sealed and tested to RS-33 per IRC _J Lr) OD Ducts In conditioned space will be Insulated to R-30, or as close as possible in M 4- 0) 80/o total, 6% to exterior or less Lu 0 Ducts tested per R4032 _J A continuous air barrier shall be Installed on the bidg envelope, sealling all gaps. 4- LU C) C)) Comers and Headers shall be Insulated IL (y) 0 Seal Garage walls to conditloned space, recessed lights, envelope jambs, knee walls, top plates and sIlls. 0:f 0 X L_ CN Insulate around all plumbing, Wring and devices, shower stalls, register boots, fire places (w/gasketed doors). CL EL M A 5-2 day proprammable thermostat will be provided for primetry HVAC system per 3403.11 - all other adjustable in Of -0 LU ENERGY CREDITS 0 Sa - Gas Furnace - 94% efficiency - !Ap� 28,947 BTU - 1 energy credit E (_J -0 4-Furnace/ductslnsldeconditloned-4po -1' energy credit C[) W 04 6a - flow restrictions 1.75/1 gpm - 5 energy credit 0:� +- 6b - Tankless Gas HW will be provided with min EF: 74% rating for 1 energy credit ED U) >- Vapor Retarder for Bldg Envelope per R7027 - class I or 11 unless exceptions met N 0 Lighting: 75% of all Interior lighting will be High Efficiency bulbs per R404.1 -c F_ F U) Ext Lighting will all be High Efficlency per 1140 Lu All Flourescent tubes will be R-8 0' diameter) per IRC Energy Code Compliance Certificate posted per R4012 @ Furnace, In Utility rm, or other approved locatlon No wall stacks will be contained In any exterior wall cavitles All return air will be clucted (no joist bays) Blower door test Is rnandItory per 2015 WSEC to <-- 5 ACH @ 2 In pressure (50 Pascals) w/sIgned report Water Supply piping shall be Insulated to min R3 Exhaust openings must be 3' away ftorn all openings. Max equivalent length of Dryer vent Is 36' (excluding vert transitlons)(reduotlons for 45d and 9W elbows) Ventilation: 150 cfm @ 60% run time per W50723 located upstairs Hall Beth MAR I � 11114 - T�11 wo-sm-P-110