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BLD2017-1344IN R .A OF E MO'! CITY OF EDMONDS 1215TH A VENUE NORTH - EDMONDS, WA 98020 o PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 12/31/2018 ` Permit #: BLD20171344 Expiration Date: 12/31/� Project Address: 8609 244TH ST SW #11 EDMONDS Parcel No: WAITING FOR PARCEL PROPERTVOWNER APPLICANTCONTRACTOR MIETZNER BROTHERS PROPERTIES, LLC MIETZNER BROTHERS PROPERTIES, MIETZNER BROTHERS PROPERTIES, LLC C/O KENNETH J & AUDREY GDARWIN LLC C/O KENNETH J & AUDREY G DARWIN 1 ] 611 AIRPORT RD SUITE B-1 C/O KENNETH J & AUDREY G DARWIN 11611 AIRPORT RD SUITE B-I EVERETT, WA 98204 11611 AIRPORT .RD SUITE B-1 EVERETT, WA 98204 EVERETT, WA 98204 (425)212-2490 (425)212-2490 (425)212-2490 LICENSE #: MIETZBP878CJ EXP:02/11/2019 JOR DESCRIPTION NEW SFR, PLUMBINGAND MECHANICAL INCLUDED VALUATION: $311,085 PERMIT TYPE: Residential PERMIT GROUP: 64 - Single Family -Residence New GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: OCCUPANT GROUP: R3/U OCCUPANT LOAD: FENCE: ( 0 X 0 FT. CODE: 2015 OTHER: ------- OTHER DESC: ZONE: RM-2.4 NUMBER OF STORIES: 2 VESTED DATE: NUMBER OF DWELLING UNITS: 1 LOT #: BASEMENT: 0 1 ST FLOOR: 0 2N.D FLOOR: 0 BASEMENT: 0 1 ST FLOOR: 1 137 2ND FLOOR: 1460 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 383 DECK: 72 OTHER: 0 BEDROOMS:0 BATHROOMS:0 BEDROOMS:5 BATHROOMS:3 FRONT B'REARSETBACK REQUIRED:15'S PROPOSED:15'S REQUIRED:IO'W PROPOSED: REQUIRED:15' PROPOSED_ HEIGHT ALLOWED:O PROPOSED70 REQUIRED: 10'E PROPOSED: 12'E SETBACK NOTES: 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 INSURANCE AND RCW 18:27. THISAPPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. --- 3 I- 1 < 1213,11,Wle Name Date Released By Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRC110. = FIRE = APPLICANT = ASSESSOR )Q CITY Ca b s . IL STATUS: ISSUED BLD20171344 CONDITIONS • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for altemate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Permits/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or aftemoon. • B-Setbacks • B-Footings • B-Foundation Wall • B-Foundation Drainage • B-Isolated Footings/Piers • B-First Floor Framing • B-Plumb Rough In • B-Gas Test/Pipe • B-Mechanical Rough In • B-Exterior Wall Sheathing • B-Roof Sheathing • B-Window Flashing • B-Shear Nailing • B-Height Verification • B-Fire Stopping • B-Framing • B-WallInsulation/Caulk • B-Insulation/Fnergy • B-SheetrockNail • B-Building Final • F-Addressing Visibility • F-Fire Final • E-Erosion Control/Mobilization • E-Storm Connect to Stub • E Water Service Line • )-Driveway Form & Slope Ver. • )-Engineering Final • B-Other P�Lvwrl- 13qy Mietzner Brothers Properties, LLC 244th 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 244th St project to implement slab on grade first floor instead of crawl space: A2: Slab on Grade plan implemented; Detail 6/A2 altered; Detail 5/A2 removed; Detail 10/A2 added A3: Section A updated to slab on grade A5: Type 2 Story Section updated to slab on grade WSEC: Energy Calcs updated to slab on grade with new max BTUH Thank you Doug Williams Designer 425 530-1042 dougwilliams444@gmail.com City of Edmonds OL-01-7 13y4( DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION 121 5'h Avenue N, Edmonds, WA 98020 Phone 425.771.02201k Fax 425.771.0221 PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS (Street, S ite #, City Sta e, Zip): zyL�y�l rl t SGOY fel� $ i - Parcel #: ®Oy ✓' 30310002103,05 Subdivision/Lot #: Project Valuation: $ APPLICANT: r.r f2 va 16rol t�5 �r e�'�i� LLB Phone: q7. �z,7 xH v Fax: 2/z Z z y Ad r s (Street City State, Zip): EY r rye 'g� 1 �zd E-Mail Addres rn ► Ke f.Q z/'Ito PROPERTY OWNER: 16A Al 157 Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: LENDING AGENCY: l q Ilk Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* 5 4 M Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: *Contractor must have a valid City of Edmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 WA State License #/Ex Date: %! g�� CT City Business License #/Exp. Date: DETAIL THE SCOPE OF WORK: t4i 5 PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: iqlk so. ft. Select Basement Type: Finished Unfinished I" Floor: 1 5-. s . ft. Garage/Carport: -5-5 s . ft. 2" Floor: © s . ft. Deck/Cvrd Porch/Patio: - Z s . ft. Bedrooms # j Full-3/4 Bath # .r Half -Bath # -Q - Other: s . ft. Fire Sprinklers: Yes No Retaining Wall: Yes LJ NoDq Grading: Cut cu. yds. Fill cu.yds. Cut/Fill in Critical Area: Yes No I declare under penalty ofperjury laws that the information I have provided on this formlapptication is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: Owner 9 Agent/Other ❑ (specify): Signature: I Date: FORM A LABuilding New Folder 2010\DONE & x-£erred to L-Building-New driveTorm A2014.docx Updated: 1/17/2014 OF ED4 O v DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION FORM A Fsr 1 s9° 121 5`h Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 It Fax 425.771.0221 Equipment Type MECHANICAL Appliance/Equipment Information (new and relocated) Total # Furnace Gas #J—Elec #_Other: # BTUs: <100k >100k Location(s) = Air Handler / VAV (circle selected) Gas #_Elec # Other: #—CFM: <10k >10k Locations)dr — AC / Compressor / Boiler / Heat Pump / Gas #_Elec #_Other: #— BTUs: <100k, 100k-500k, S00k-1Mi1 Roof Top Unit HP: <3, 3-15, 15-30 Location(s) �� (circle selected) Hydronic Heating Gas #_Elec #—In-Floor Wall Radiant Boiler BTUs: Location -� Exhaust Fans (single Bath # H Kitchen #Laundry # I Other: # �n duct) tl! Fireplace Gas #LElec # Other: # Location(s) 61 / Dryer Duct l Appliance Type FUEL GAS Appliance/Equipment Information (new and relocated) Total # AC Unit BTUs: Location(s): --�--- Furnace BTUs: c62 Location(s): ZED ;7�J70r G%Se- Water Heater yt f L BTUs: Location(s): -FANKr65s /A/ &lL4'q,, r Boiler BTUs: Location(s): Other: BTUs: Location(s): Fireplace/Insert BTUs: \ Location(s): t✓ f — y ' Stove/Range/Oven Dryer I Outdoor BBQ TOTAL OUTLETS PLUMBING Fixture Type (new and relocated) Total # Fixture Type (new and relocated) Total # Water Closet (Toilet) 3 Pressure Reduction Valve/Pressure Regulator r Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) Water Service Line Tub/Shower Drinking Fountain -4;L Dishwasher I Clothes Washer Hose Bib Backflow Prevention Device (e.g. RBPA, DCDA, AVB) Water Heater Tankless? Yes No Hydronic Heat in: Floor ❑ Wall* - Floor Drain/Floor Sink .-e— Other: Refrigerator water supply (for water/ice dispenser) Other: FORM A L:\Building New Folder 201 OWNE & x-ferred to L-Building-New drive\Form A2014.doex Updated: 1/17/2014 HEIGHT CALCS A = 462.50 B = 463.01 C = 463.49 D = 463.14 PROPOSED SEWER STUB AVERAGE GRADE = 463.04 MAXIMUM = 493.04 PROPOSED PEAK = 491.08 PARENT LOT COVERAGE MAX=39,012 x .45=17,555 ACTUAL - 15,224 / 399 PARENT LOT IMPERVIOUS SURFACE EX. 28,895 SF / 39,012 SF = 74.19 PROPOSED: 28,958 SF / 39,012 SF = 74.27' LOT 11 TOTAL IMPERVIOUS 1,998 SF PROPOSED - SEWER LINE PROPOSED WATER MAIN cry C°pY RES U B Zone F-A - Z • Corner I�Flag -L� Setbacks �.guired Actual Front Sides ZL Rear Other Height _ _3 6 � � . 6 SCALE: F = 20' 0 10 20 APPLICANT/OWNER MIETZNER BROTHERS PROPERTIES, LLC 11611 AIRPORT ROAD, SUITE B-1 EVERETT, WA 98204 PROPOSED UTILITY TRENCH SEX WM TO BE USED FOR BY FI.ANNIN6NIT II Lzs--/9 SW 114, SEC. 31, T. 27 N., R.04 E., W.M. 244TH ST DESIGNED BY. DATE: I SCALE: I JOB NO.: JRC 09-11-2017 1 "=2016-0800 LOT N I EXHIBIT KIE5 INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET : u STATE pngineenng P PO BOX 952 LYNVt-VOOD, WA 980/16 T. (206) 280-L715 F- (206) 834-6261 SERVICES@UPST8:.0 M STRUCTURAL CALCULATIONS a7v cc? RECEIVED SEP 2 8 2017 DEVELOPMCOUNTER NT RVICES Client: MIETZNER BROTHERS PROPERTIES LLC Project Name: 2597 SF (REVERSED PLAN OK) Scope of Work: LATERAL DESIGN OF A (2)-STORY SFR Upstate Job#: 0809 Date: 9/8/2017 Loction: 244th Street, Edmonds LOTS 2, 4, 9 AND 5/ZD1-4 JOB # 0809 Andrew M. Gahan, PE "1 � � Y y� Syr � i S �i hy� 11�76M H� •JCS n i t 9/6/2017 Design Maps Summary Report USGS Design Maps Summary Report 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 utilizes USGS hazard data available in 2008) Site Coordinates 47.777650N, 122.35478°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III E dm ands* MountlakeTiftffiraw, /�� Bothell y .111dianola horelitl 'Suyuamish A�I4 Y .F USGS-Provided Output Ss = 1.260 g S,,,s = 1.260 g Sps = 0.840 g S1 = 0.493 g SM1 = 0.743 g So, = 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. f� Lateral Analysis IBC2015 UPSTATE JOB#: 0809 Description: 2597 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 Design Criteria [353L Roof Walls Floors Snow Partitions Live Load (psi 25 40 25 Dead Load (psf 15 10 10 0 10 1603.1.4 Wind Design Criteria [3541 1. Nominal/Ultimate Wind Speed Vasd/Vuit 85/110 mph F 1609.3(3)[372] 2. Risk Category 11 1.00 ASCE 7 T 6-1 [77J 3. Wind Exposure Category "B" 1609.4[373] 4. Internal Pressure Coefficient +/- 55 ASCE 7F26.11-1[258J 5. Components and Cladding design pressure +/- 16 psf ASCE 7 30.2.2[3161 1603.1.5 Earthquake Design Data [3541 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 ASCE 7T 1.5--2[51 SS 1.26 USGS Seismic Design Map Online S 1 0.493 USGS Seismic Design Map Online D ASCE 7 T 20. 3-1 [2041 SDS 0.84 EQ 16-39[387] SD1 0.50 EQ 16-40[3871 D T 1613.3.5(1) and (2) [3981 A.15. ASCE 7 T 12.2-1 [73] 8324 Ibs CS 0.13 R 6.5 Equivalent Lateral Force II 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 ASCE 7 EQ 12.8-2 [89] ASCE 7 T 12.2-1 [73J ASCE 7 T 12.6-1 [88J ASCE 7 T 11. 6-2 [69] Version 7.0 Pg 0.1 Wind Design (MWFRS - Simplified Envelope Procedure) IBC 2015 Part 2 Wind Load Method ASCE 7 28.1.1 (2) 1297 Nominal/Ultimate Wind Speed 85/ 110 Wind Exposure Category B Height & Exposure Adjustment 1= 1,00 Topographic Factor Kzt = 1.00 Wind Pressures ASCE 7 28.6.3 [3021 pz =1 K, ps30 mph 1609.3 [373], F1609.3(3) [3721 1609.4 [373] 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 27.75 ft Eave Height 18.5 ft Mean Roof Height, h 23.125 ft Zone Pressures, 0,)(ps30) ASCE 7 F 28.6-1 [3041 ASCE 7 EQ 28.6-1 [306] ASCE 7 28.6.4 [306] ASCE 7 26.2 [243] 110 Horizontal Pressures Vertical Pressures Over han s 0 A B C D E F G H EOH GOH 1 23.32 14.18 1 1.7.34 6.44 -6.82 -14.13 -5.10 -11.57 -1.6.05 -14.40 2 6.76 4.63 5.38 3.69 -0.22 -T46 1.50 -4.94 -2.38 -2.72 Horizontal Zones Areas & Forces, Fx ASCE 7 F 28. 6-11303 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- /p sx'X� x = A Diaphragm (x = 2) l.h.d. (ft) = 32.5 a (ft) = 3.25 Areas 2a (ft) = 6.5 Forces Diaphragm (x = 1) l.h.d. (ft) = 32.5 a (ft) = 3.25 Areas 2a (ft) = 6.5 Forces Front to Rear A B C D 59 128 132 242 F% = 7038 Fxmin = 5610 Front to Rear A B C D 124 0 271 0 FX = 7590 Fxmin = 3950 Side to Side A B C D 75 51 228 36 F,, = 6657 Fxmin = Side to Side A B C D 104 9 237 0 F,, = 6662 F..i. = 3500 Version 7.0 Pg 1.1 Seismic Design IBC 2015 Site Clasification, Criteria Selection, & Minimum Desien Lateral Force Risk Category II ASCE 7 T 6-1 [77] Seismic Importance Factor IE 1.00 ASCE 7 T 1.5-2 [5] Seismic Design Category D T1613.3.5(1) and (2) [398] Site Class D ASCE 7 T 20.3-1 [2041 Short Period Acceleration Ss 1.26 F]613.3.1(1) [388-9] ]-Second Acceleration S, 0.493 USGS Seismic Design Maps Online Seis. Force Resisting System A.15. ASCE 7 T 12.2-1 [73] Response Modification Factor R 6.5 ASCE 7 T 12.2-1 [73] Design Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 T1613.3.3(1) [387] Site Coeffiecient, Fv 1.6 T1613.3.3(2) [387] Substitute equations 16-37 & 16-38 into 1.6-39 & 16-40 respectively, 2 S DS = 3 . F a -S S SDS = 0.84 EQ 16-39 [387] 2 S p I= 3. F V• S Sn t= 0.50 EQ 16-40 [387] Simplified analysis, Seismic base shear ASCE 7 12.14.8 [1081 V = (F SnS/R) W Where: F=1.1 for (2)-story ASCE 7 EQ 12.14-11 [1081 Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1087 F,t = (w,t/W) V F,t = 0.1.42 x wX ASCE 7 EQ 12.14-12 [1091 F.ffPctivP cpicmir wPiaht R, Farvpe (lhe) at I .rvPl w Diaphragm (x = 2) F,, = 4618 roof area (f Z) floor area W) story height (ft) wall length (ft) wX 1712 0 8.1 168 weight (lbs) 25680 0 6804 32484 Diaphragm (x = 1) FX = 4346 roof area (ft'') floor area (ft') story height (ft) wall length (ft) wX 150 1459 9 154 weight (lbs) 2250 14590 6930 30574 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. Design per Alternative Basic Load Combinations 1605.3.2 [3597 For worse case effect with wind load, L & S shall be zero. Equations 16-18, 16-19and .16-20 become, D +toW *0.6 Where w equals 1.3, W equals Fx 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 + (pQE-0.2SDSD) 1.4 (0.9-0.14 S DS�) D+ P QE 1.4 , simplify & arrange variables Where QE equals F,, of the respective diaphragm. 2301.2 [473] 2305.1 [4881 1605.1 [3571 .1605.3.2 [359] 1605.1 [357] ASCE 7 12.14.3.1.3 (7), EQ 12.14-5 [104] Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads. 1.3 Fx For Kzt = 1.00 Front to Rear Side to Side Diaphragm Force Obs) Force (Ibs) x = 2 5490 5192 x = 1 5920 5196 Seismic Design Loads, (p/1.4) F,, p = 1..3 Diaphragm Force bs x = 2 4288 x =1 4036 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, (v w) h - D W + P •w for wind 3 2 (v •w) •h - (0.9 - 0.14 S DS) D 2 + P wl 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 n NxVO Version 7.0 Pg 3.2 Tributary loads Wind Seis 96 ., t i 12015SDPIA'S SEISMIC MAX -_■■■._____. __■■■■_____ Wind Seis ffimmmmmmm INE ANEMONE! Wind Seis • . , . . , 2744.96 2143.941MIKENEEMMINEMINEEN! 11 21.00, 1021 505 183, ' 1 M©©.. _®__ Wind Seis , Version 7.0 Pg 4.1 Wall Line Level x 04 �G,�ti Q`{ Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+]) T(x) T(x+]) Seis max 1 1 I F-R Wind Seis VD(x+l) [lbs] 2744.96 2143.94 24% 1 24% VD(x) [Ibs] 1420.81 968.584 VT(x) [lbs] 4165.77 3112.53 L 33.50 33.50 n 124 93 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] 546 169 10.00 9 546 169 23.50 9 139 1 -305 2 1 F-R Wind Seis VD(x+l) [Ibs] % 50% 50% VD(x) [Ibs] 2960.02 2017.88 VT(x) [lbs] 2960.02 2017.88 L 15.00 15.00 n 197 135 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] 721 15.00 9 2 4 721 -18 3 F 1 IF-R Wind Seis VD(x+1) [Ibs] 2744.96 2143.94 % 26% 1 26% VD(x) [Ibs] 1539.21 1049.3 VT(x) [Ibs] 4284.17 3193.24 L 34.50 34.50 n 124 93 2015 SDPWS SEISMIC MAX TMAX(x) [lbs] 311 34.50 9 311 505 -511. 183 4 1. F-R Wind Seis VD(x+l) [Ibs] % VD(x) [Ibs] VT(x) [lbs] L n 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] Version 7.0 Pg 4.2 Wall Line Level x �, �G;�tio � �S Segment Tributary loads Wind Seismic POSTS Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A 1 2 1 S-S Wind Seis VD(x+1) [Ibs] 50% 1 50% VDW [Ibs] 2596.19 2143.94 VT(x) (lbs] 2596.1.9 2143.94 L 16.58 16.58 n 1.57 129 2015 SDPWS SEISMIC MAX 175 TMAX(x) [lbs] 733 425 3.00 8.1 2 1 5 733 425 175 3.00 8.1 2 5 733 425 175 3.13 8.1 2 5 729 419 168 3.13 8.1 2 5 729 419 168 4.33 8.1 17 2 479 129 B 2 S-S Wind Seis VD(x+l) [Ibs] % VD(x) [lbs] VT(x) [lbs] L n 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] C 2 S-S Wind Seis VD(x+I) [Ibs] % 50% 50% VD(x) [lbs] 2596.19 2143.94 VT(x) [lbs] 2596.19 21,43.94 L 24.75 24.75 n 105 87 2015 SDPWS SEISMIC MAX 88 TMAX(x) [Ibs] 98 7.00 8.1 17 2 -239 -566 9.00 8.1 17 2 -465 -828 4.75 8.1 17 2 14 -271 4.00 8.1 17 2 98 -173 88 D 2 S-S Wind Seis VD(x+l) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L n 2015 SDPWS SEISMIC MAX TMAX(x) [lbs] Version 7.0 Page5.1 Wall Line Level (x) �G,o � �,i Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+l) Seis max A 1 S-S Wind Seis VD(x+1) [lbs] 2596.19 2143.94 % 30% 30% VD(x) [Ibs] 1558.82 1210.73 VT(x) [Ibs] 4155.01 3354.67 L 9.25 9.25 n 449 363 2015 SDPWS SEISMIC MAX 635 TMAX(x) [lbs] 4425 3281 2.00 7 3667 733 2718 425 635 2.00 7 3667 733 2718 425 635 2.63 9 4425 733 3281 425 622 2.63 9 4425 733 3281 425 622 B I 1 I S-S Wind Seis VD(x+1) [Ibs] % 45% 1 45% VD(x) (Ibs] 2338.23 1816.1 VT(x) [Ibs] 2338.23 1816.1 L 17.50 17.50 n 134 104 2015 SDPWS SEISMIC MAX TMAX(x) [lbs] 404 4 17.50 9 404 4 C F i. S-S Wind Seis VD(x+]) [lbs] 2596.19 2143.94 25% 25% VD(x) [Ibs] 1299.02 1008.94 VT(x) [Ibs] 3895,21 31,52.89 L 14.00 1.4.00 n 278 225 2015 SDPWS SEISMIC MAX 380 TMAX(x) [lbs] 2250 1617 2.67 9 2250 98 1617 380 7.67 9 2100 98 1.442 3.67 9 2220 98 1582 276 D F 1 S-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 Sheetin Re m'ts Wind I Seis Max 1 - 2nd 2 - 2nd 3 - 2nd 4-2nd A - 2nd B-2nd C - 2nd D-2nd 1-1st 2 - 1st 3-1st 4 - 1 st A- 1st B-.1st C - 1 st D - l st 57 62 93 118 112 175 75 88 8 93 141 135 89 93 321 635 95 104 199 380 Shear Transfer Wind Seismic 1 1 80 62 1 1 131 102 l 2 157 129 1 1 .105 87 1 2 1 1 5 6 1 � 1 3 4 124 93 197 135 124 93 449 363 134 104 278 225 SW-1 SW-2 SW-3 SW-4 RSW 260 350 511 679 1000 145 280 300 475 1000 OverturningValues Wind Seismic Sheathing (plo Shear Flow (plf) Shear Transfer Connectors - CD =1.6, Hem -Fir Connector Z (lbs) 16d Nails (Common: 3.5"x0.162") 1.95.2 lbs 2015 NDS TIIN[105] 16.2 8.4 7.8 4.9 2.3 0.0 16d Slant Nails (v<150plf) 160 lbs 2015 NDS T11N[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 Hl 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 41.4 21.4 20.0 12.6 6.0 0.0 1 /2" Diameter Anchor Bolts (2x) 912 lbs 2015 NDS T11E [93] 75.5 39.1 36.5 23.0 10.9 0.0 5/8" Diameter Anchor Bolts (2x) 1328 lbs 2015 NDS T11E [93] 109.4 56.9 53.1 33.5 15.9 0.0 5/8" Diameter Anchor Bolts (3x) 1664 lbs 2015NDS THE [93] Page6.1 nraineerin (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, UNO: 8d=0.131 "x2'/z', 10d=0.148"x3", 12d=0.148"x3'/", 16d=0.162"x3'/a', 16d sinker-0.148"x3'/". (6) Install 111's on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid biking to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at tting panel edges. Anchor bolts shall be embedded at least 7" into concrete; e shall be a minimum of two bolts per piece with one bolt ted not more than 12" or less than seven bolt diameters from end of the piece. 2x min PT, u.n.o. HOLDOWN SCHEDULE Date: 9/8/2017 Job #: 0809 MARK HOLDOWN / STRAP * i 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 #: 0809 SHEATHING - APPLY TO SHEATHING EDGE NAILS *(S) ROOF TO TOP PLATE, MARK BASE PLATE SILL PLATE ANCHORS w! *(2) 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED NAILS *(5) FLOOR TO TOP PLATE 3" x 3" x 1 /4" WASHERS *(8) U.N.O. BELOW *(9) (do not penetrate past flush) & SILL PLATE *(6) SW-1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 12 " o/c H 1 a or 5/8"Ox10" AB's @ 60 " o/c A35 24 " o/c SW-2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 8 " o/c A35 @ 20 " o/c 5/8"Ox10" AB's @ 48 " o/c SW-3 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) l6d @ 6 " o/c A35 @ 16 " o/c 5/8"OxIO" AB's @ 48 " o/c 8d @ 2" o/c staggered SW-4 7/16" OSB *(7) 12" o/c field 16d @ 4 " o/c A35 @ 12 " o/c 5/8" Ox10" AB's @ 16 " o/c 8d @ 2" o/c staggered RSW 7/16" OSB Both Sides *(7) (12" o/c field SEE DETAIL 1 UPISTATE ;engineering PO BOX 952 LYNJNVJOOD. WA 9.8046 T. (206) 280-L71D P. (206) 834-626 SERVICES@UPST8.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 2000 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-1557 TEST PROCEDURES. CONCRETE fc = 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 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 ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W 1.4 X W 1.4. LAP ONE FULL MESH AT SPLICES. 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-I-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 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 — 85 MPH RISK CATEGORY II ULTIMATE WIND SPEED— 110 MPH IMPORTANCE, I = 1.0 WIND EXPOSURE, B KZT = 1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le = 1.0 Ss = 1.260 SITE CLASS, D Si = 0.493 SEISMIC DESIGN CAT., D SDs = 0.84 SEIS. FORCE RES. SYS, A.15. SD1 = 0.50 DESIGN BASE SHEAR = 8324 Ibs Cs = 0.13 RISK CATEGORY 11 R = 6.5 2x TOP PLATE HEADER PER PLAN EXTEND OVER SHEARWALL APA RATED SHTG PER SW SCHED - (BOTH SIDES) HOLDOWN PER PLAN (2) 5/8" O A.B. EMBED 7" MIN CONC SLAB CONT FTG W/ (2) #4 TOP & BOT 2'-0" MIN. WIDTH NAIL SHTG TO HEADER @ 3" OC EW (3) 2x STUDS UNO NAIL SHTG TO EACH STUD 8d NAILS @ 3"OC ALL PLATES HEADERS & STUDS (3) 2x PLATES NAIL SHTG TO EACH PLATE 8" CONC STEM WALL (2) #4 VERT EA FACE #3 TIES @ 8" O.C. 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/DECk 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 PLA SHEAR WALL PER PLAt -FIT SOLID G W/ EDGE NAILING UCTURAL NOTES SW SCHED SHEAR TRANSFER W/ HD 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 5y-I_Z sH(_Z ALL rX-FtXSOl?, v IAL-L-S AND AL- - stfADP-D NA"s TO 6P- PF-x UNO 0509 259-4 Sr- FLAN UFFOK FL_001K L_AT9fZA L_ EG 0 0 O O O A L.L. r-x'rg Z O ir, v4A L--L--s AND A" S0ADFD v,A"s TO $6 FRP, S4,1-1 UNO NOS 3 NO"T-UsF-D -r_ 1 0809 259* sF PLAN LOI^40z FLOOTK L-A�-Fr,A L- B C-D036 / 7 1 ?qq BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietztner-244th-38.5x42-2597 sf 1 - Crawl 5-1 Date: 8/15/17 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments Loads Min bearing Area hi = ;i. / in, me= 3. / in, t1.5) uL UeTI= V.UZ in Beam Span 5.1 ft Reaction 1 LL 1173 # Reaction 2 LL 1173 # Beam Wt per ft 6.17 # Reaction 1 TL 1482 # Reaction 2 TL 1482 # Bm Wt Included 31 # Maximum V 1482 # Max Moment 1890'# Max V (Reduced) 1131 # TL Max Defl L / 240 TL Actual Defl L / 907 LL Max DefI L / 360 LL Actual Defl L / >1000 Section (W) Shear (in 2) TL Defl (in) LL DefI 30.66 25.38 0.07 0.05 20.52 11.31 0.26 0.17 OK OK OK OK 67% 45% 26% 28% Fb(psi) Fv(psi) E(psi x mil Fc! si Reference Values 850 150 1.3 405 Ad'usted Values 1105 150 1.3 405 CF Size Factor 1.300 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 Uniform LL: 460 Uniform TL: 575 = A Uniform Load A 0 R1 = 1482 R2 = 1482 SPAN = 5.1 FT Uniform and partial uniform loads are Ibs per lineal ft. rRIECEIVEID"', SEP 2 8 2017 DEVELOPMENT SERVICES COUNTER BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietztner-244th-38.5x42-2597 sf 2 - Garage Front 19 Date: 8/15/17 Selection (2) 1-3/4x 18 2.0E BC Versa -Lam 2800 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments Loads Min Bearing Area R1= 8.1 in2 R2= 8.1 in- (1.b) uu uen= 0.28 in Beam Span 19.0 ft Reaction 1 LL 3420 # Reaction 2 LL 3420 # Beam Wt per ft 16.19 # Reaction 1 TL 5284 # Reaction 2 TL 5284 # Bm Wt Included 308 # Maximum V 5284 # Max Moment 25098'# Max V (Reduced) 4449 # TL Max Deft L / 240 TL Actual DefI L / 364 LL Max Deft L / 360 LL Actual Deft L / 662 Section (in3) Shear (in2) TL DefI (in) LL Deft 189.00 63.00 0.63 0.34 140.02 35.13 0.95 0.63 OK OK OK OK 74% 56%, 66% 54% Fb(psi) Fv(psi) E si.x mil Fc!(psi) Reference Values 2250 190 1.8 650 Ad'usted Values 2151 190 1.8 650 CF Size Factor 0.956 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 Uniform LL: 360 Uniform TL: 540 = A Uniform Load A 0 R1 = 5284 R2 = 5284 SPAN =19FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietztner-244th-38.5x42-2597 sf 3 FR-Entry 5-10 Date: 8/15/17 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area R1= 4.2 in? Fit= 4.2 ins (1.b) ui_ ueri= u.uz in Beam Span 5.9 ft Reaction 1 LL 1357 # Reaction 2 LL 1357 # Beam Wt per ft 7.87 # Reaction 1 TL 1719 # Reaction 2 TL 1719 # Bm Wt Included 46 # Maximum V 1719 # Max Moment 2536'# Max V (Reduced) 1270 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual DefI L / >1000 Section (W) Shear (in2) TL Defl (in) LL Defl 49.91 32.38 0.06 0.04 29.84 12.70 0.30 0.20 OK OK OK OK 60% 39% 20% 21% Fb(psi) Fv(psi) E(psi x mil Fc(psi) Reference Values 850 150 1.3 405 Adjusted Values 1020 150 1.3 405 CF 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 Uniform LL: 460 Uniform TL: 575 = A Uniform Load A R1=1719 R2=1719 SPAN = 5.9 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietztner-244th-38.5x42-2597 sf 4 - DR 6080 Date: 8/15/17 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 5.9 inz R2= 5.9 inz (1.5) DL Defl= 0.06 in Recom Camber= 0.09 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 6.0 ft Reaction 1 LL 2445 # Reaction 2 LL 2445 # Beam Wt per ft 6.83 # Reaction 1 TL 3831 # Reaction 2 TL 3831 # Bm Wt Included 41 # Maximum V 3831 # Max Moment 5746'# Max V (Reduced) 2873 # TL Max Defl L / 240 TL Actual Deft L / 542 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (W) Shear (inz) TL DefI (in) LL DefI 42.19 28.13 0.13 0.07 28.73 17.96 0.30 0.20 OK OK OK OK 68% 64% 44% 36% Fb(psi) Fv(psi) E(psi x mil Fc I(psi) Reference Values 2400 240 1.8 650 Ad'usted Values 2400 240 1.8 650 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 340 Uniform TL: 510 = A Par Unif LL Par Unif TL Start End 475 H = 760 0 6.0 H Uniform Load A Q Q R1 = 3831 R2 = 3831 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietztner-244th-38.5x42-2597 sf 5 - Nook 5060 Date: 8/15/17 Selection 4x 12 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments min tsearing Area hit= 1.9 In` HZ= 1.9 In` (1.5) uL uen= u.uz in Beam Span 5.0 ft Reaction 1 LL 2038 # Reaction 2 LL 2038 # Beam Wt per ft 9.57 # Reaction 1 TL 3199 # Reaction 2 TL 3199 # Bm Wt Included 48 # Maximum V 3199 # Max Moment 3999'# Max V (Reduced) 1999 # TL Max DO L / 240 TL Actual DefI L / >1000 LL Max DefI L / 360 LL Actual Defl L / >1000 Section (W) Shear (W) TL Defl (in) LL Defl 73.83 39.38 0.04 0.02 51.32 19.99 0.25 0.17 OK OK OK OK 70% 51% 16% 13% Fb(psi) Fv(psi) E(psi x mil Fc!(psi) Reference Values 850 150 1.3 405 Ad'usted Values 935 150 1.3 405 CIF Size Factor 1.100 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 Loads Uniform LL: 340 Uniform TL: 510 = A Par Unif LL Par Unif TL Start End 475 H = 760 0 5.0 H Uniform Load A Q Q R1 = 3199 R2 = 3199 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v201611censed to: Doug Williams Reg.# 9077-2098 Mietztner-244th-38.5x42-2597 sf 6 - GR 4060 Date: 8/15/17 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments Min bearing Area Fit = 6.3 09 K2= 6.3 in' (1.b) UL Uetl= U.UI in Beam Span 4.0 ft Reaction 1 LL 1630 # Reaction 2 LL 1630 # Beam Wt per ft 7.87 # Reaction 1 TL 2556 # Reaction 2 TL 2556 # Bm Wt Included 31 # Maximum V 2556 # Max Moment 2556'# Max V (Reduced) 1571 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max DefI L / 360 LL Actual DefI L / >1000 Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 32.38 0.03 0.02 30.07 15.71 0.20 0.13 OK OK OK OK 60% 49% 15% 12% Fb(psi) Fv(psi) E(psi x mil Fc(psi) Reference Values 850 150 1.3 405 Adjusted 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 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 340 Uniform TL: 510 = A Par Unif LL Par Unif TL Start End 475 H = 760 0 4.0 H Uniform Load A 0 0 R1 = 2556 R2 = 2556 SPAN =4FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietztner-244th-38.5x42-2597 sf 7 - Den 5050 Date: 8/15/17 Selection 4x 12 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments rv1111 aCQlllly MIUCL n1= /.V I11- nG= /.V III- kI.,J) VL WWIP V.wL — Beam Span 5.0 ft Reaction 1 LL 1788 # Reaction 2 LL 1788 # Beam Wt per ft 9.57 # Reaction 1 TL 2824 # Reaction 2 TL 2824 # Bm Wt Included 48 # Maximum V 2824 # Max Moment 3530'# Max V (Reduced) 1765 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in3) Shear (inz) TL DefI (in) LL DefI 73.83 39.38 0.04 0.02 45.30 17.65 0.25 0.17 OK OK OK OK 61% 45% 14% 12% Fb(psi) Fv(psi) E(psi x mil Fc!(psi) Reference Values 850 150 1.3 405 Ad'usted Values 935 150 1.3 405 OF Size Factor 1.100 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 Loads Uniform LL: 240 Uniform TL: 360 = A Par Unif LL Par Unif TL Start End 475 H = 760 0 5.0 H Uniform Load A 0 R1 = 2824 R2 = 2824 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietztner-244th-38.5x42-2597 sf 8 - B3 5040 Date: 8/15/17 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads Iv1111 UGQI 1I RJ, h1 G[1 n I = '+.0 11 I- nc= +.0 II I- k I.;)) UL UCI1= V.VG III Beam Span 5.0 ft Reaction 1 LL 1125 # Reaction 2 LL 1125 # Beam Wt per ft 7.87 # Reaction 1 TL 1820 # Reaction 2 TL 1820 # Bm Wt Included 39 # Maximum V 1820 # Max Moment 2275'# Max V (Reduced) 1259 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max DefI L / 360 LL Actual DO L / >1000 Section in3 Shear in2 TL Defl in LL DefI 49.91 32.38 0.04 0.02 26.76 12.59 0.25 0.17 OK OK OK OK 54% 39% 16% 13% M (PSI) FV (psi) t (PSI x mil) FC 1 Reference Values 850 150 1.3 405 Adjusted Values 1020 150 1.3 405 CF 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 1.0c Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 450 Uniform TL: 720 = A Uniform Load A Ri -�1820 R2 = 1820 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. . e x 9711W a e.UA• 244th r a 1945 Plan ` 1945 Pian 1945 Plan of a, " E 9 Edmonds 3 Scheme#3 C Rare Gray Scheme #6 a Scheme #1 Project W j White Trim Virtual Taupe Eclipse y Brown Trim Cream Trim Exterior f .�. Colors i Extra Windows _ - Extra Windows • ' 2597 Plan w 1938 Plan L Scheme #2 , 8 •Adaptive Shade � Scheme #4 Brown Trim - Gauntlet Gray White Trim f j 1938 Plan ,• ' ' -f 2597 Plan a Scheme #3 + Scheme #5 Rare Gray White Trim Suitable Brown . Cream Trim i 1938 Plan 2597 Plan _-_ 10 - -- ' Scheme #1 Scheme #6 Eclipse X� 4 : Virtual Taupe C Brown Trim Cream Trim Mp If 1938 Plan 2597 Plan Scheme #2 Scheme #4 t r i Adaptive Shade Gauntlet Gray Brown Trim White Trim 1'� Extra Windows } Extra Windows , a� a� U Main - Accent - V1 Virtual Taupe VanDyke Brown SW7039 SW7041 Front Door - Trim/Gutters - Black Fox Musket Brown S W 7020 N C� C� Z U Main - Accent - Front Door - Trim/Gutters - Adaptive Shade Enduring Bronze Black Magic Musket Brown SW7053 SW7055 SW6991 M 4t Main - Accent - Front Door - Trim/Gutters - Rare Gray Thunderous Jasper White SW6199 SW6201 SW6216 4t a� a� Main - Accent - Front Door - Trim/Gutters - Gauntlet Gray Mindful Gray Urbane Bronze White SW7019 SW7016 SW7048 4� U U .L" U Main - Suitable Brown SW7054 Main - Eclipse SW6166 Accent - Gray Area S W 7052 Accent - Svelte Sage SW6164 Front Door - Iron Ore SW7069 Front Door - Andiron SW6174 Trim/Gutters - Classic Cream Trim/Gutters - Classic Cream Eldorado Mountain Ledge Panels Silverton ,ALL WORK MajECE 6/ 12 30 Ur F.G. Comp zeze ' ��ilI��S-10 ! IN WE iml=►-A- _ WIN_IN�� =�10- - ►��///1 I MIN _ TWO 70 8' hdr 5050 he Max H IPro osed Heights I I J I m OD (N V N N N l8" '" m top of fnd 2x6 Head trim 5/4x4 sides 2x3+5/4x4 Sill Front & Sides only T&G Pine Soffit Front Elevation 9 entry 2x10 Wb w/ 1/3 A 5/4x8 behind Gutf( Flashing lx4 WW 2x8 lx3 W j Flashing 2x4 tapered 4x4 P,T. 1/2 Smooth Hardi Bd Stone Cap Detail Column Section Plan View Left Elevation 5/4x (FFraers)ock TRIM DETAILS (N•T,S,) 7/i6 OSB m 5/4x8 Fascia lx3 Trim Felt U W.W. W.W, 8' Siding GABLE TRIM Fleshing Flesh top Top View 2x8 Band Board Felt Face Wew 8' Siding 8"x8" IS'x8' 8'x 18" Hose Bib Lights Address 1 BEVELED BLOCKS 6'x20' If 4 #'s E Hardlpenel q lx3 Whiteboard ° 2x8 Whiteboard N 3 E 3 3 x m Flashing o a x x N V N 2x8 1x6 whiteboard 4x8xl8 Corbel 2x Blocks 6'x24' If 5 it's �.,, BELLY BAND FLASHING WBOOW TRIM PROJECTED GABLE STOLE SA L w/ top flashing Over the Siding (on front only) 2 Story - 2 Car - 42x38.5 - 2597 sf - GL - Lot 11 ighti 493.04 1.08 HEIGHT CALC 462.50 483.01 463.49 463,14 ver Grade, 483,04 ax: 493.04 ^oposed peak, 491.0E ------------- Aver Grade: 463.04 rFlashing (Felt over top):: 2X8 Cap C a a 16' cc = BOARD & BAT Alt Right Elevation -Lot 11 Rear PLAN SHEET INDEX iRl INSPECTIO8N FM COME COMPi,MM PRnOVED S MUST Bam E JOB SITE / 10 '0 T,yF,�d CITY OF WORK ADDRE: OWNER ENT APPROVED DATE: BLDG. OFFICIAL: PERMIT NUMBER 31aW7 15q CITY COPY A r nn1NIN Vinyl Sash Insul Dbl Glazed Windows (typ) with frame 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 grade, 5,7 sf upper flrs no keys/tools required on inside, Per IRC R310 Additional Specs & Details on Sheets A5-7 & Structural Calcs Lateral Bracing per Structural Engineering Calos attached Provide min, 36' Landing 0 ext, doors not more than 7 3/4" below finished floor Wood or Composltlon Roofing 8' Hardboard Lap Siding all sides (typ) over waterproof building paper 1x4 corner trim Downspouts to4'tlghtline ________________ to apprvd. storm drainage (typ) Continugus-*6tal gutters work to be referenced to the FIII/Grade permlt , 'otal Impervious surface of Lot it:1998 sf I Faint Colors/Stone work: Scheme # 4 Elevation Mietzner Brothers Properities, LI C CODE: IRC W5_- 244th St Edmonds - 38.5'x42' 2597`sf-plan--- R bciriJ o6&Vent, code Lot I i National Electric Code Street address to be prominentlydis la ed In Mechanical IRC 2016 p y Roof Load: 25 Ibs contrasting color, 4' hi, plainly visible from the street. Seismic Design Cat: D2 (oonventlonal) A l: Cover/Elev See additional Specs/Detalls on Sheets A5, 6, & 7 Wind Speed: 85 mph A21 Foundation/Alt Elev Attic ventilation- provided as per R806 Under Floor Inspection required A31 First Floor/Section ROOF: 1460 sf * 144/300-701 sq,in, req'd prior to Installatlon of floor decking All Hddowns, Framing, AS, A+ Second Floor/Roof Provide equiv, or greater net area in and out (low & hi) Provide (1) g able vent and (14) roof vents Sriorto A5 Details vrwstbelnpsected prior to covering. A61 Structural notes SQUARE FOOTAGE ENERGY AT Specifications 1st Floor: 1137 sf Windows: Alpine 70 Low E C1 WSECI Wa St Energy Code Gas Forced Air 2nd Floor: 1460 sf Insulation: Celling: R-49 Total: 2597 sf Faced F.G. Walls: R-21 Garages: 383 sf 6mill Slab VB Floor: R-30 c) m REVISIONS Cl 4- L) .-. to —1 O U-) W _1 N � ) 1 W U U-) OO:f N a L. EL dN N I LU c 0 a E U Co W N W ZM O H d- Cn � N N Esue JUL 2 5 2018 BUILDING DEPARTMENT CfiV OF EDMONos ?Q'isim Sh Z1131 lj `a - T-1 T-1 T-1 5x16 conc Patio / no closer than 6 8' from PL 42' 0" T-1 in Rim his, (typ) 16' 0" step up 9J ---------- 1/4' -�o e.. ------- ---- LL -------------- „--- - -- -- - - - - - -- ---------------------- \ ------- r---- .-C J210 I II II I ii I I I I � a rn l i ° a " II ii Crawl space III I I ° o II 6mll v.b. (blk) iii I I o 5' S" 5' 5" 5' S" 5' 5" 5" 7 5" I I CD - 1O 4x DF#2 ill _ J r= I I I- - - - I I I I IL -'A L I - -t-� — - I--�-� - — 1 -i�ll-tr-I' 6',rr - —Y IIIj I__I I__, -, --j I _� II I--,yI I--� I I _I ^ �L-- ___= I 5/A2 Typ II I I I I I I I I I I I II I I _ O I i-----Ir�-_-1 ____I- -c={II y�11 I--j II II t II 4' 6' I r--------------- - ----- -�� 6' 7" 4' 7-1/2' I I I I I I II o II I o I -- I I laec-essl - 7/A2 Typ I I-1�41 I t 2_2 lil 2 Car Garage - - JL I III conc slab on grade I I I virgin/tamped fill ii- - slope to Garage Door r - 'p14i------- I� -I" I 130"x30"x 12" � I I 1 (- � ,2�- - - - - - I (3)#4 as way" I I I I I I ' embed p.t.2x8 LL - -I I I I IF4' 4 IL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - I - - - - continous ftg _ — _ _ 9 16' 2-1/2" - I/A2 RSW I I I- 1/A2 RSW Foundation I-1 6' 4" 9/A2 Typ, —22' 0" 3/4" APA rated OSB CD int.w/ext.glue, nail 6" edge, 10" field 2x F,J. O 16" o.c. Solid blocking O support m i Typ 2x Top plate � Header Per Plan ' extend over SW APA rated shthg tper SW sched, Q (Both Sides) Holdown per plan (2) 5/8"x12" A.B. embed 7' min Conc slab 2' 0" min width Nail shthg to Hdr o,c. p 3" o.c. em,w, Conc ftg w/(2)#4 top 8 btm 1 RAISED SHEARWALL DETAIL RSW 1/2" - P 0" (3) 2x studs U.N.O. Nail shthg to ea stud 8d Nails Q 3" o.c. all plates, hdrs, studs (3)2x plates Nail shthg to as plate 8" conc stem wall (2)#4 vert ea face #3 ties 0 8" o.c. 71Grade ' 6" min. 2x4 P.T. Nailer in conc. pour 16' o.c. Form nail pins @ 12' o c, to hold nailer in wall 811 Nailer In Conn. Weil - Plan View 4x4 or 4x6 Wood columns as required MAB15 anchor 2x4 or 6 ties nailed with 4 16d each Set wood columns on 90# felt protectors 8„ Anchor column to footing with MAB15 - - 2x Floor Joist F.J, 24" 2x #2 HF Studs Beam Solid blocking 1/ x10 A.B. per Schd w/3" sq x 1/4" washer P 16" o.c. lx4 scabs (2) #4 ea way 2x #2 HF Studs 4" DS tightline 1/2x 10 A.B. per Schd w/2" sq x 3/ 16" washer 18' min w/4-16d nail BM 8 post #4 18" o.c. Horz. 8 Vert. min #4 18" o.c. Horz. 8 Vert. min 12' In P.T. Post 4" IDS tightline 4Aconcr. slab Over 2' HI-#4 10" o.c, Horz. Over 2' HI-#4 10" o,c. Horz. MAB15 16" o.c, Vert, w/6" ftg hook , , _ 16" o.c, Vert, w/6" ftg hook opp Btm bars-1/2 of max spacing opp Btm bars-1/2 of max spacing 6mi black vapor barrier, edges lapped 12" 18" min tamped fill 18" min 8X16 °� (2) #4 Cont. Horz, 8x16 (2) #4 Cont, Horz. Conch Footing ftg 4' ftg drain ftg 4" ftg drain b M&lv®IATE eEAaNG SDPPORT STAPEAFE FOUNDATION WALL DETAL 7 GARAGE & STEM FOU"DATION WALL DETA,L 6+ 2 Story - 2 Car - 42x38.5 - 2597 sf - GL - Lots 2, 4, 9, 11 ANCHOR BOLT WASHERS shall be 3' x 3' x 1/4' thick per R502.11.1 Bolts shall be not less than 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 R403.1.6 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 F.G. insulation up to subfloor Column 8 Beam Notes, 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 1' min air space betwen wood 8 concrete or use pros. trtd. Laminate multi Joists w/ 2 rows led Q 15' o.c. stagger top/bot Stub -out #4 rebar @ 18' oc. at ooncr. porch to resist dlfferentlel settling Provide p.t. rim Joist Q patio REBAR REQUIREMENTS, (2)#4 Continuous in ftg. (1) Q top of wall. #4 vert. R/F Q 18'. R/F Stl to be ASTM A-615 Grade 40 24' max height for std fnd wall 24'-provide #4 rebar 10' o.c. horz./16' o.c. vert, 2' 6' 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) Install (21) 15"1 screened vents at 67.2 sq in each net (70%) - 1470 sq in total provided Install in Rim Joist (typ) 1470 sq ft *144/150-1402 sq in required Min 1 vent within 3' of each end 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. STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT DOCUMENTS. JOB#_An_ DATE a,� s REVIEWED UPSTATE ENGINEERING (206) 280-4716 • s 111%@-Plt8.10m VOID IF STAMP INK NOT REO. EPB44 slab e' nd 12" sono tube I- - / i24x24xl0 pad / w/(2)#4 as way �^ I _ - --v / nSam Tube Pag DETAL N.TS. (2)#4 Cont. w/8' end 4' min conc slab hooks to grade beam 8 @ 12' oo. E.W. /.0Wwmr/# 1AWx1.4W WWF /�io 24" �% � 4' washed pea gravel min 12' ' (2)#4 cunt. 8 Typical F«+xiet m @ G regs Door 1/2'=1' 0' REVISIONS N Ll- O N U J t i--- N t W N O C0 � Z r N F- m 0) LL \OL �I d' 4- U N in lv JLO N W � I I W U M Cd 0O a) EL CL N d' (n I G O Q E U DO W N W or) O W (� � N N KESUB JUL 2 5 2018 BU LDI nY OF N(a DEPARTMSEM �EDMOMD T-1 T-1 T-1 5x16 conc Patio no loser than 6 8" from PL 42, 0" 16' 0" 6' 7 m -------------- I -------------------- Ir_ciE— ____________________________r{______-_-___ I JB210 I En I l i 10 o L I I I o } CL Slab on grade I o a ou 6mil v,b, (blk) I o \ C) I I 1 o II I- -- I I I I I I I I� 11' 2" V II III I II I I I I I I I I 1 I I I I -I- _ - - {I L- -1"--- II ----I r----------------------- I I I I I I I K---- --_____=_ -- _ _ _ _ _ J_y______I I I-- R' 4"— 1 10, 2" I I I I-L I I I I I -- -I- I I Cf,1 L7G---- ----- -- - I I I I C I ---rill I 7/A2 Typ I I- - - f - - - �hI l 10' 5" 2 Car Garage conc slab on grade l I- - - tl - - - t1 I I 10/A2 Typ I virgin/tamped fill I I slope to Garage Door I I II n I I I L - 1 1 LI 'I 30`x30"x 12" I I - -_ L I-L - - - - I I I l 1 (3)#4 as way I _ I 110 , I� \ i L�---- ---J -I _i i LI�B2----- --I--J -- -- -- °D r r bar s Utls 1 1 k 4' 4" 10' 3 conc IL_______ ________________I I -I f - I I L - - continous ftg - - - - - - - L - _ _ _ _ _ _ _ _ _ 6' 4" 9/A2 Ty�, — 22' 0" 16' 2-1/2" 6' —20, 011 T- I- 1/A2 RSW I/A2 RSW Foundation ---------------------------------------- 2;x Floor Joist 2x' #2 HF Studs 1/2x10 A,B, per Schd w/3" sq x 1/4" washer Q 16" o,a T-1 2' 0" min width 2x Top plate :: • Nail shthg to Hdr Q 3" o,c, e,w, Header Per Plan extend over SW (3) 2x studs U,N,O, Nail shthg to ea stud ;t- APA rated shthg 11 per SW sched, L (Both Sides) 8d Nails Q 3" o,c, Hcldown per plan all plates, hdrs, studs 2 x m F \ 2x6 p,t, sill plate 4" DS tightline 1/2x10 A,B, per Schd w/2" sq x 3/16" washer 4" conc slab #4 18' o,c, Horz, 8 Vert. min 4" concr, slab #4 18" o,c, Horz, 8 Vert, min Over 2' Hi-#4 10" o,c, Horz, 4' DS tightline 16" o,c, Vert, w/6" ftg hook R-10 tam tamped +fill opp Btm bars-1/2 of max spacing 3 lvg spc . 18" min (2) #4 Cont. Horz. p 8x16 ld" min (2) #4 Cont. Horz, 8 16 i"� txtg ftg 4" ftg drain 6 8' STAPDAFD RXWATION STEM WAIL DETAL 7 GARAGE & STEM FOUCATICN WALL DETAL --------------------------------- (2) 5/8"x12" A,B, embed 7" min Conc slab (3)2x plates Nail shthg to as plate 8" conc stem wall (2)#4 vert as face #3 ties Q 8" o,c, Grade 1' 6" min. Conc ftg w/(2)#4 top 8 btm n RAISED SHEARWALL DETAIL 1 RSW 1/2" a i' 0" (2)#4 Cont. w/8' end /4' min conc slab hooks to grade beam w/#3 @ 12' o.c. E.W. \ or 6x61,4Wx1.4W WWF Ooi 24" p�� in e OOwpiO-i 0i0-s.e0d�-.pOe0- a00Qgra< vel m 12" ' (2)#4 Cont. 8 Typical F«rldeUon @ Ge►aae Door 2 Story - 2 Car - 42x38.5 - 2597 sf - GL - Lots 2, 4, 9, 11 EPB44 slab B' nd I 12" I I sono I I tube I_ - (- - - -4 24x24x 10 pad / w/(2)#4 ea way __ - --v @) Sores Tube DETAL N.TS. ANCHOR BOLT WASHERS shall be 3' x 3' x 1/4' thick per R602.11.1 Bolts shell be not less than 7 bolt diameters I and not more then 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 end/or R403.1.6 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 Column 8 Beam Notes, Cotes to be 4x4 u.n.o. Cote Bases +8' abv gr. or P,T, Protect Col Base w/FHA 12 or equiv. Col-Bm posi. connect per R407.3 P min air space betwen wood 8 concrete or use pros. trtd, Laminate multi joists w/ 2 rows 18d Q 16' o.c, stagger top/bot Stub -out #4 rebar @ 18' DO. at cones, porch to resist differential settlIng Provide p,t, rim joist 9 patio REBAR REQUIREMENTS, 0#4 Continuous in ftg, (1) Q top of wall. #4 vert. R/F 9 18'. R/F Stl to be ASTM A-615 Grade 40 24' max height for std fnd wall 24'-provide #4 rebar 10' D.C. horz./16' D.C. Vert, 2' 6' max height for 6' wall, 4' max for 8' wall Footings to rest on 2000 psf undisturbed soil, CRAWL SPACE VENTIALTION per R408.1 � de 1185 sq In min net QVI150) Install '(l6' screened #fit 67,2 sq in each net (70%) - 147 otal provided Install in Ri st (typ sly 1470 1(144/150-1402 sq equired �h vent within 3' of each end 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 EDMONDS BUILDING DIVISION PLANS EXAMINERT� DATE 4251 (Lot 2x4 P.T. Nailer In conc, pour 16 oc, Form nail pins @ 12" o c, 1 ' to hold nailer in wall I. s Naller In Cono, Wall - Plan View 1/2'= T W m REVISIONS O N U J f-1 i- N L~LI ) O U) m \ (V Z I \ O m M O ^� I � II C LL .\, O I U CV u) J 4- O) W —.1 N I I W U in O O co a_ L. N d' -------------------- U) fA i W c Q O - U CO W N (2 #4 = 4' conc slab W U } 0O i, 10" min Z N -C Ftg to bear on firm w I (n 16° undisturbed soll � I � N ie Intl Thickened Slab _ - - crtzn[`TURAL REV9E'1P1_ -' ---- THIS DRAWINGS pRAWING HAS BEEN FOR ` STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT DOCUMENTS. JOBIto ` DATES ICJ a oGVIFWED BYAA— F)(p `Z©I1 "13(44 LoT ►1 R y, MIMII MAR 13 2019 rMILDING OEPART MFIa CITY OF EDM140NDS T-1 T-1 4x16 conc patio 31' 5060 hs .6080 sgd I 4x12 a 3 1/Sxg GLB vented frame T-1 T-1 / 4/A5 / 42' 0" 10' 6" 0;-4' 0" -4' 0" 7' 7-1 4' On - 4050 4060 hs 4060 hs SW-3 hs Q 4x10 $ 4x10- 6 4x10 FP ® 8' hdr egress , abv , vented from match hdrs - 8' 03 DR/Nook T FR �bv,% co I DW ® 0 1 9' Ceiling r — — — 4' 0e 3 3� gFl 3x7 ® ;ebv Kit 18' 5' 10" 9IE 7' 4-1/2"= Frig 36abpan L 3a4x11 Bearing wall N ICI I - self closing 16/A3 solid core 20 min rated Type X GWB all steel clad common surfaces W ith living space, beams, posts of min 1/2" on walls a min 5/8" on lid 9 I 2 Car Garage m I Concrete (4 N Slope to Door 3 (312x8 2nd FIE Abv - I a (2)13/4x18 VersaLam "^" I- 1/A2 RSW Carbon ® Monoxide Dectector per 315 ® Smoke Dectector per 314 )Z( Surface mount light ® Recessed can light X59 50 cfm exhaust fan to ext, X xxx ofm spot/whole he exhaust vtos Vent To Outside X Fan/Light Combo 3 Single pole switch 3 way switch Duplex outlet WY 220 volt outlet OR Ground Fault Interupt PN1- Frost Proof Hose Blbb 16080 - — - ib'100" 20' On — 1 1 a Eli L ID Entry zo t '-, 1-1 1/A2 RSW First Floor All walls indicated_ to be SW-1, U,N,O, STRUCTURAL LEGEND Headers 4x10 DF2 U.N.O. 1st Floor GLB, 24F V4 U.N.O. ------- Dill F,J, — - — - Beam SW-1 Shearwall T-� Hold Downs NOTEI All metal in contact with treated wood Shall be approved for such contact Additional Specs on Sheets AM & Struclval Notes attached NOTE- Notching and Boring holes in studs For Interior and Exterior walls per 2012 IRC R602,6 (1) & R602,6 (2) B2 ®'1 it 50 by 28 ing w 1! -1 - Iaby ® "x300 4' 24 abv_L 24 ro F Bath Linen 42n Bearing wa 1 N _ ® is>t 0 Den 8' hdr (2)2x6'vena ire (2) 9' 4" a 4x12 p 4 5050 h 7 5' 0" 4x10 —10' 3" Section A/A3 2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 4, 11 P I&S'ttok to -11 g W 7 ODORS a Wow.. 4 raph ^wow a Door 4• 9 2 yrough � a e an soda a k I. Install bottan Wmetalock Flaardng S. apply 3/8 heed Top SOS Sealant a Iferell windows per manf. space 2, followed by Watara"' Garret (k,anda lrel a nail flange 7. Install top Pae18SMak nesting 3. Peel 8 SMak an sB 2 1/2'flan over both 8nm over top wlydow flenga L 4. Inaran aide watere.aak flashing both sides W es�a Follo*dow the span" The Mola}op strip on the I,= Is earalled flat on the th—h ld Y I r and folded over the f— edae and on doors w/BMck Mold 1Fe'top Pw165ttck --- l °t +l''so I I trip Wes an before rho down steps end defaRa rennin pe4� the sane sa wlih wedtw . —I For doors with flanges all aroutd e Place M Mn paper older non etleYy B W Mn paper - ov lap per UBC I& Pee1lSMck war flange and peps 18. RVII SI make sure roP hill. goes on after edge of lower wNtbw Pe I Mek 9• F overlay sides anid tap 1 d^0 war fksldtg tie door fa Lmtelled, Ifke wlntlows z vert. ovarlep 11. Lera11 metal top flashing paper Mghr ro wndow frame (for SF Cmdo-(S' overlap) 12. Sier} paper outside of the INSTALL IXfFJOOR DOIX15 WITH TWO %ashsg re you werl. - per c.d. BEADS OF TOPP SSD CAULC WRIMOIP/DOOR FLASHING INSTALLATION DETAIL — NM lz!)ecuon A 16 Gas HW Tank DETAIL NTS. AL REVIEW SEEN REVIEWED FOR REMENTS ONLY PER EVANT DOCUMENTS. i DATE±ad v BEAM Tea VBG N SERINN @uPste.com "(NK NOT RED. L7kr.5� m AEM seas HEAPL N DER PER MI I roe . OBL If ) pass TOOeHIs BEAM 2.4 WALL 2.8 WALL No 4x (SAWN) (2) 2x4 (2) 2x6 F! Bx (SAWN) (3) 2x4 (3) 2xB rn 3 1/8 (GLBI (2) 2x4 (2) 2x8 5 1/8 (GLB) (3) 2x4 (3) 2x8 3 1/2 (MANF) (2) 2x4 (2) 2x8 5 1/2 (MANF) (3) 2x4 (3) 2x6 GIRDER TRUSS (3) 2x4 (3) 24 HEADER 2x4 WALL 24 WALL 4x (SAWN) 2X4 2x6 ON (SAWN) ---- 2xB 3 1/8 (GLB) (2) 2x4 24 5 1/8 (GLB) ---- (2) 24 1/2 (MANF) (2) 2x4 2xB 4/2 (MANF) ---- (2) 24 3 POST / STUD L POINT LOADS ea er equal m m io m _ 5050 hs 00 6080 sgd SOD & Window R0, 1st Floor Elev, View ROUGH OPENING FRAMING DIMENSIONS LA VENTA OE PUERTAS LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS TYPE WIDTH ROUGH TIPO De PUERTA De ANCHURA. Le Abarture EXTERIOR DOORS OPENING LAS PUERTAS EXTERIORES sin is Forme METAL -SINGLE HANDICAP DOOR WIDTH PLUS 2' 81 5/8' PUERTA DE METAL PARA LAS SILLAS CON RUEDAS ANCHURA OE LA PUERTA MAS 2' 81 5/8' METAL - SING-E 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 I/2' 82 1/2' PUERTAS DOBLES DE METAL CON ASTG ANCHUAA DE-LAS PtIERTAS MAS 21/2' 82 1/2' METAL SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 81 I/4' PUERTA DE METAL OUE ASHE POR AFUERA ANCHURA DE LAS PUERTA MAS 2' 81 1/4' METAL W/SIDELITE 14' 3/0 DOOR W/1 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 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 DE LAS PUERTAS MAS 2 1/2' 83' WOOD SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 83' PUERTA DE MADERAOUE ABRE POR AFUERA ANCHURA DE LAS PUERTA MAS 2' 83' WOOD W/SIDE-ITE 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 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 OOBLES 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 OE 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 OE LA PUERTA MAS 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 DOBLE MAS 2' 84 3/8' ACME (LADDER TYPE) DOUBLE DBL DOOR WIDTH PLUS 1 1/2' 84 3/8' ACME PUERTAS DOBLES ANCHURA DE LAS PUERTAS MAS 1 1/2' 84 3/8' JOHNSON (VERT, STUD) SINGLE OBL DOOR WIDTH PLUS V 84 3/8' UNA PUERTA JOHNSON ANCHUAA DE LA PUERTA DOBLE MAS V 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 OUE SE PASAN BIPASS W/DRYWALL JAMBS DOOR CALL -OUT SIZE -1- 83 1/8' CON JAMBAS DE YESO TAMANO DE LA PUERTA -1' 83 1/8, BIPASS W/WOOD JAMBS DOOR CALL -OUT SIZE PLUS V 84' CON JAMBAS DE MADERA TAMANO DE LA PUERTA MAS V 84' 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' an vinilo BIFOLD W/DRYWALL 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' an slambro REVISIONS t Z M 2 (,J,J a) .� 0) s m O U (4 I LL O m rn U) II 3 LLLL -o U d' in W J N � I I W U C6 O W OL (V EL C of O Q E U DO W N Z (if O W Irt- M N (N -R SUB JUL 2 5 2018 BUILDING DEPARTMENT CfTY OF EDMONDS T-1 T-1 T-1 T-1 ,-�, I- 1/A2 RSW ® Carbon Monoxide Dectector per 316 ® Smoke Dectector per 314 )ZF Surface mount light ® Recessed can Ilght X- 50 cfm exhaust fan to ext. X— )= cfm spot/whole he exhaust vtos Vent To Outside X Fan/Light Combo Single pole swltch 3 way switch Duplex outlet 220 volt outlet Ground Fault Interupt ° — Frost Proof Hose Blbb 1/A2 RSW First Floor All wells indicated_ to be SW-1, lAN,O. STRUCTURAL LEGEND Headers 4x10 DF2 U,N,O. 1st Floor GLB. 24F V4 U.N.O. ------- Dbl F.J. — - - Beam SW-1 — — — — Shearwall T-1 Hold Downs NOTE. All metal in contact with treated wood Shall be approved for such contact AddlUonal Specs on Sheets AB-8 & Structural Notes attached NOTE. Notching and Boring holes in studs For Interior and Exterior walls per 2012 IRC R602,6 (1) & R602,8 (2) Section A/A3 2 Story — 2 Car — 42x38.5 — 25917 sf — GL — Lots 2, 9 Poe185tJ<k to xnll a RA 7 DOORSS Wlndaw 4 4 rg1(h �� ° Doar eI e.� ' a �eP1a ` a L Install bottom Weterlilwk Fleshing 5. Applyy 3/8 bead Top 900 Sealant a Install mrdowe per manf. specs 2, followed by WeterBlock Coax»• (Aurds Irsio9 roll flange 7. Install top PeelBSilck fleshing 3. Peal B aid, sill, 2 1/7 over bim front 4 side ovan top wsdow flange / y Install WaterBlod fleshing both sitlas 1 I I FIeslLng does Follow the same details for wlntlows The Mo1Mop str1P an the bo tan ° I ■ tl is lnstelletl flat m }M threslnld and foolded over }Is from adoe SOP l,xrep 1 and doors w/Brdak Noll iFe�top PealdSNd irlP goes an bBFare iM dean or �� All other steps and details remain .Few the sane es with mrdow fleshing. For doors w11h flanges all around 8. Placa 60 Mn peer viler non stlaky 9. 00 min pepx - o lap Per UBC 10. PeelBStiok over flange and make sva toP strip goes an after ads, of lower wlndox Pee185tlek Paper 13. Iretell Sldlne over FlesMnB the door 1s installed, Nke wsdows 8' harz. overlay slde9 and top 8 paper ilaht to window franc 7 vent, overlap 11. Install .rota) tap fleshing INSTALL EXTERIOR OWRS WITH TWO (for SF Condo-l9' overlap) 12. Start paper oatsldo of the BEADS OF _ 9BB CAULK fleshsg an you overlP - per code WR=W/DOOR FLASMG INSfAU AnON DEfAM — M Section+ ANS EXAMINER JI� DATE ' 2-q (( 41 ` 16 Gas HW Tank DETAIL \� MIS. 1. " PER BEAM 2x4 WALL 24 WALL 41 (SAWN) US 2x4 (2) 2xB Bx (SAWN) (3) 2x4 (3) 24 w 3 1/8 (GLB) (2) 2x4 (2) 2xB 5 1/8 (GLB) (3) 2x4 (3) 24 CS79 3 1/2 (MANF) (2) 2x4 (2) 2x8 w/c%D lad 5 1/2 (MANF) (3) 2x4 (3) 2x8 man sTUOS GIRDER TRUSS (3) 2x4 (3) 2x8 _st fei r,_ex OBL 1f SP m Peefa TR�MfRS HEADS( 2.4 WALL 2xB WALL 4x (SAWN) 2X4 2x8 6x (SAWN) --- 2x6 3 1/8 (GLB) (2) 2x4 2xB 5 1/8 (GLB) --- (2) 2x6 1/2 (MANF) (2) 2x4 2x6 1/2 (MANF) (2) 24 3 POST / STUD 9 POINT LOADS w ea er equal m om m 5060 Ins o� 6080 sgd SOD & Window R,O, 1st Floor Elev, View ROUGH OPENING FRAMING DIMENSIONS LA VENTA DE PUERTAS LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS TYPE WIDTH ROUGH TIPO De PUERTA De ANCHURA Le Aberture EXTERIOR DOORS OPENING LAS PUERTAS EXTERIORES sin Is Forme 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 1/7 METAL - DOUBLE W/ASTG DOOR WIDTH PLUS 2 1/7 82 1/2' PUERTAS DOBLES DE METAL CON ASTG ANCHUAA DE-LAS PtIERTAS MAS 21/7 82 1/7 METAL SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 81 1/4' PUERTA DE METAL DUE ASHE POR AFUERA ANCHURA DE LAS PUERTA MAS 2' 81 1/4' METAL W/SIDELITE 14' 3/0 DOOR W/1 S/L 53' PUERTA DE METAL CON VENTANA PUERTA 3/0 CON UNA VENTANA 53' 3/0 DOOR W/2 S/L 88' 82 1/2' PUERTA 3/0 CON DOS VENTANAS 68' 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 D05LES 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 MADERAOUE ABRE POR AFUERA ANCHURA DE LAS PUERTA MAS 7 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 88' 83 1/4' INT, PRE -HUNG DOORS LAS PUERTAS PRECOLGADAS INTERIORES SINGLE PREHUNG DOOR WIDTH PLUS 2' 82 1/2' PUERTA PRECOLGADA CLASICA ANCHURA DE LA PUERTA HAS 2' 82 1/2' INT, DEL 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 DBL DOOR WIDTH PLUS 2' 84 31W UNA PUERTA ACME ANCHURA DE LA PUERTA OOBLE HAS 2' 84 3/8° ACME (LADDER TYPE) DOUBLE DBL DOOR WIDTH PLUS 1 1/2' 84 3/8' ACME PUERTAS DOBLES ANCHURA DE LAS PUERTAS MAS 1 1/2' 84 3/8' JOHNSON (VERT. STUD) SINGLE DBL DOOR WIDTH PLUS P 84 3/8' UNA PUERTA JOHNSON ANCHUAA DE LA PUERTA COBLE MAS 1' 84 3/8' JOHNSON (VERT. STUD) DOUBLE DEL 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 DE YESO TAMANO DE LA PUERTA-I" 83 1/8' BIPASS W/WOOD JAMBS DOOR CALL -OUTSIZE PLUS V 84' CON JAMBAS DE MADERA TAMANO DE LA PUERTA HAS 1' 84' BIFOLDS - LAS PUERTAS De DOS HOJAS BIFOLD WITH WOOD JAMBS DOOR CALL -OUT SIZE PLUS 2' 82 1/7 DE HOJAS CON JAMBAS OE 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 MAS 1 I/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 11/4' 82' on alambro STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER JOB#r& oq DATE/q REVIEWED BY AM cr UPSTATE ENGINEERING (20a) 280-i715 • se 'i .qTp T.com REVISIONS O Z co O � U } t m (n I LLLL (D CY) I N II � C) LL -0 1 !W 014 KI_ U N' 1n J4-0) O n W —I N � I I W U UC) O N CC) Ir oL N EL W O Q O - U DO W N MAR 13 2019 nUILDING DEPARTMENT CfiYOFEDMONDS 42' 0" 15' 7-1/2" --E 13' 2�-1/2I"" �I 13' 2" 3050 sh ' — —7 13050 sh ! 9-4 — — 4040 hsl'3 I 4' 911 6040 he —4 4 — I 7 hdr — — — — s"— — 4x10 I egress 72 vented frame vented frame m � I M Bath IN 70 24 e N 4' "-->1E3' 0' 5' -- N I En xS4' N N TV m h N m vaulted P4 (h B3 m Master Suite 04 ® M N -----------' a Ko"-------60 by---- 8' 8-1/2"—mil Db124 M E26 L OR 1R Util 8' ceiling 42' I N o D ® ®m ® ® ® I s m M In ® H Bath rn fn I 28 28 24 04 I n V/ sex n„v" _ Dbl 4 2 Furn ac ass ----------------- dwn 17 A5 m I �linsul/seal 5' 3- /2" 9' 9" m x 60 by an rail 26 M N m sound Isolation N snd bd/roxul ® 7' 2" 5' 10-1/2" 5' 11-1/2" 8 2 m v 31 41 3' 41 CD �I N $ v N O B4 Bonus/BS ~ I (3)2x6) Girder Truss `(3)2x6 2)2x6% Girder Truss '(2)2x6 ' — - _ egress I) vented frame 2020 egress 2020 2640 SW-2 4040 he SW-2 vented frame - N ,yam 4040 he SW-2 '"1' 3' 0' 4' 0" 3' 0' " 1 -1/ " 10-1 4' 10" 10' 0" 5' 2" 7' 5" 4' 4" 10' 3" 20' 0" 42' 0" - Second Floor Whole Hs Fan: Label shall be fixed to control that reads: Whole House Ventilation Length of Dryer vent postedi See Operating instructions per IRCM 1504.5 12012 IRCM 1507.32 All walls indicated_ to be 9W-1, U•NZ EG fftlC.AL LE{D STRUCTURAL LEGEND B Headers 4x8 DF2 U,N.O. 2nd floor ® Carbon Monoxide Dectector per 315 GLB, 24F V4 U,NO, ® Smoke Dectector per 314 _-_---- Dbl F.J, ):� Surface mount light _ _ _ Beam ® Recessed can light Xse 60 cfm exhaust fan to ext. _ — SW-1 Shearwall X xxx cfm spot/whole he exhaust vtos Vent To Outside X Fan/Light Combo T-1 Hold Downs Single pole switch NOTE, All metal in contact with treated wood a 3 way switch Shall be approved for such contact Duplex Outlet Additional Space on Sheets A6-8 & St uchral Notes attached NOTE Notching and Boring holes In studs 220 volt outlet For Interior and Exterior walls cFl Ground Fault Interupt per 2012 IRC R602.6 (1) & R602.6 (2) Frost Proof Hose Bibb 2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 4, 11 resist 2W lb load any direction Recess Into floor w/solld blocking (3)1Bd ea side �7UnderlayrnentLT 2x Joist 7 RAIL WALL END STUDS Section View 1/2" - 1' 0" Roof Plan STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER TH@ ATTACHED RELEVANT DOCUMENTS. JO(3#_Q54— DATE_%QLL REVIEWED BY c9Aw UPSTATE ENGINEERING 12061280-4T1S • services@upsS.com VOID IF STAMP INK NOT RED. REVISIONS U) 0 3 � LL # 0 0 +- \ N CD m 0 N N 1 OW a \ O CD rn O 1 ) 3 J d= to J 4- C) W J N � I I W U UC) O a) (rl Di 0 IL to i ILLI C O Q ~O - U DO W N W O ♦— [n E N N EG' 17 JUL 2 5 2018 6U¢DINa DEPARTMENT ii, r OF EDMONDS WALL ree RAN PIT SMM SLKe ANY Huns PER PLAN SHEATHING PER RAN W PER RAN RM ROOF TRGSSI W/ STUD TRUSSES OR RAFTERS PARALLEL TO WALL SEARWALL PER PLNI SWARWALL PER PUII TIGHT FIT SOLID BIYD TIGR FR se LID RLI1 eoLumom NAILS PER R.AN BOUDART RAILS PER PLAN ROOF SHEATHDG PER RAN ROOF SHEATHMM PER RAN TRUSS ODRm PER RAN 2X CORMIUCKS ROOF FRAHW PER RAN SOLID BUM W/ OT- led EA STUD 2% LEDGER W, 12F led EA STUD TRUSSES LOW ROOF SHEAR PERPENDICULAR 2 1/2" - 1' 0" resist 200 lb load any direction Ino Recess r w/solid blocking Underlayment 2x Joist 18 RAIL WALL END STUDS Section View 1/2" - 1' 0" (3)16d as side 2 Story — 2 Car — 42x38.5 — 2597 sf Shearwell per L King Stud continuous from bottom to top plates each side of opening � Lled Center 8 Edge (igp 2) off opening C ningng (typ Hdr per plan plan panel edge Telling Full Halgnt WINDOW OPE11110 t e I 1 flet blocking ,iween studs required (typ 4) bldown per plan —J Hold— per plan PERFORATED SHEAR WALL DETAIL CATHEDRAL CEILING FALSE BEAM DETAIL 1/2" - 1' 0" 12 20+ yr F.G. roofing 6 15#5# roofing felt 7/16 OSB sheathing 24" o,c, Insulation baffles Eng'd Truss (typ R-49 F,G, Insulation Dbl 2x top plate 4x8 #2 DF header m or as noted a d CL 2x F.J. per plan Insul Hdr R-10 C a L a Rafters D 24" o,c, Insulation baffles slid Blocking Framed roof olid Blocking \I Ix8 Fascia x6 C, 1 " O.C. 26g Alum, Gutter 8d Galv, 0 6" o,c, diaph, to top plate) if within 5' setback no vented blocking use Cor A vent/Smartvent opt 1 hr const per IRC 8" Horz, Hardboard Lap Siding on 7# felt 7/16 OSB corner sheath nail 8d G 6" edge/12" field (typ) or per engineer talcs for shear 2x6 studs 16" o,c, #2 HIP or better R-21 F,G, insulation attach stub or use 4 mil vb 1/2" GWB 2x6 base plate, w/18d 8" o,c, & I6d 0 6" o,c. slant nail 2x10 Rim joist with 3 16d each joist 2x6 pressure treated sill plate Simpson A35 0 32" o.c, Mudsill Anchor per schedule 2x F,J, per plan R-30 #4 18' o,c, horz, & vert, min 6" & 8" pc fnd wall 6x 12 & 8x 16 footer Over 2' Hi - #4 10" o,c, horz„ 16" o,c, vert. Slope grade G 1/4" per foot away from foundation 4" perimeter drain in stone, connect to approved discharge to daylight 4' die, tightllne 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 Eng'd Truss / Site Frame If open rail 1s used then space balusters so a 4' sphere will not pass through — LSU 210 Hngr or A35 each stringer (typ) 6' 8' min. clearance to nose of tread Firestop adjacent walls 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 nosing 2x treads and Ix risers 6" sphere does n Guard/Handrail to sustain pass through 200 lb load 4" sphere does Balusters to sustain 50 lb load pass through Hdr o 6o 10 3 sill or from nose of tread 2x4 16" o,c, studding anchored to stringers and floor GWB both sides continuous 36" wide min, lending LSU 210 Hngr or A35 2x 12 Stringers 10' tread (min 10") Max, 7 3/4' rise w/ 3/4" to 1 1/4" nosing Fireprotect enclosed under stair walls and soffits with 1/2 GWB Firestop Adjacent walls per R30211 2e TYPICAL STAIR DETAIL Per R311,5 1/4" - 1' 0" TYP WALL / WINDOW SECTION 2nd Floor 1/4" - 1' 0" STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT DOCUMENTS. JOB##_(&�I�-- DATE d-- REVIEWED BYAl UPSTATE ENGINEERING (206) 280-4116 •services@ups"' o VOID IF STAMP INK NOT RED. NOTE, Splice and nail top plates as shown at ell Exterior wells, shear wells and at each floor level and at roof, TOP PLATE SPICE ELEV, 1/41, - 1' 0" REVISIONS '1= r} U In J rn (n 4- N JI W ULn EL O a) ('7 IL U) (n 1 C O Q O 'EO U GO W N W U) N } O W E N N. 11 iffil G� ---kE SuB JUL [ 5 2018 sullrcly o°F Eamon i (WALL eel PLAN FIT Soul) Sun MY NAILe PER RAN SLEATI@D PER e M PER RAN (OR ROOF TOSS) W/ STUD TRUSSES OR RAFTERS PARALLEL TO WALL 1(1�1*:MWAI.L Pet PLAN SUEARWAI.L PetFR soup a" TIOW FIT SOLID BLKS MY RULS PER PLAN 50JDMT NDLS PERSWE TNMG PER PLM ROOF SEATLmD PER MM TRUSS_W)PER]X O�IfeAXl115 FRM00 PER MAR SOLID BLKGWi Iw- led FA STUD ®C£R W/ QI- tad M STUD TRUSSES PERPEm)ICULAR TO WALL 2 LOW ROOF SHEAR TRANSFER-TYP 1/2" _ 1' 0" reslst 200 lb load any direction Recess Into floor w/soild blocking Underlayment 2x Joist 18 RAIL WALL END STUDS Sectlon View 1/2" - 1' 0" 0 16d ea Shearwall per plan King Stud continuous from bottom to top plates each side of opening LSTA21 ng iyp Canter 8 Edge Ityp 21 of operang (typ 4) Hdr per plan Full H.Ight WINDOW 2, flat blocking between studs as required (typ 4) Holdown per plan Holdown per plan / \ PERFORATED SHEAR WALL DETAIL / 4' 1/2, - 1' W CATHEDRAL CEILING FALSE BEAM DETAIL 1/2" - 1' 0" 2 Story — 2 Car — 42x38.5 — 2597 sf — Lots 2 4 9 11 yr F,G, roofing 6 15#5# 7/16 roofing felt x8 Rafters G 24" o.c, OSB sheathing 24" 010. Insulation baffles Insulation baffles Eng'd Truss (typ) R-49 F,G. Insulation lid Blocking Framed roof olid Blocking 1x8 Fascia 2x6 C.. 1 " o.c, Dbl 2x top plate 26g Alum. Gutter 4x8 #2 DF header 8d GEN, G 6" o.c, m a or as noted diaph. to top plate) If within 5' setback a) no vented blocking use Cor A vent/Smartvent opt 1 hr onst r RC 8" Horz, Hardboard Lap Siding on 7# felt 7/16 OSB corner sheath Hall 8d C 6" edge/12" field (typ) 2x F,J, or per engineer calcs for shear 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 c p 1/2" GWB a 2x6 base plate, w/16d 8" o,c. 8 16d Q 6" o,c. slant nail a 2x10 Rim joist with 3 15d each joist 2x6 pressure treated sill plate Simpson A35 0 32" o,c. Msil udl Anchor or A.B. per schedule Slab on rode i #4 18" o,c. horz. 8 vert, min 8" pc fnd wall—� _ 8x16 footer', Over 2' Hi - #4 10" o.c. horz„ 16" o.c. vert, 4' dia, tightline roof cl`ain seperate'from Slope grade 0 1/4" per foot away from fnd perimeter footing drain to daylight 6 mil black vapor barrier vi th 12' lap seams TYPICAL 2 STORY SECTION 1/4" - 1' 0" Eng'd Truss / Site Frame If open rail is used then space balusters so a 4' sphere will not pass through — LSU 210 Hngr or A35 each stringer (typ) i7 6' 8' min. clearance to nose of tread Firestop adjacent walls 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 nosing 2x treads and ix risers or from nose of tread 2x4 16" o,c. studding anchored to stringers and floor GWB both sides continuous 36" wide min, landing LSU 210 Hngr or A35 2x12 Stringers 10" tread (min 1011) 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 I and soffits with 1/2 GWB 200 lb load 4" sphere does not Firestop Adjacent walls per R302,11 Balusters to sustain 50 lb load pass through REVISED PLANAPPR TYPICAL STAIR DETAIL CITY OF EDIONDS BUILDING 20 Per R311,5 PLANS EXAMINER J 1/4" - P 0" DATE 3/iA/i4 TYP WALL / WINDOW SECTION 2nd Floor 1/4" - P 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, 1/4" - P 0" FD N m l� 1E REVISIONS N 4- 0 uO a) - L m U) N I � U) m M IJe = I < II 3 Cn ,t:1 4— () N —I CV J rn uQ W 0 N I )gD In )IWIO 0 Cd O X E N d' � � I C Of 0 a O - U m W N W U of W co E N N EVIEWED BY 1i M UPSTATE ENGINEERING (20VOID IF STAMP INK NOT RED. 'AAR 13 2019 DUVLDING DEPARTMENT CITY OF EDMONDS Upstate Engineering Services PO Box 952 Lynnwood, Wa 98045 (206) 280-4715 UpstateEngineerOgmail.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 T-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-1557 TEST PROCEDURES. CONCRETE fc = 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 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 W1.4 X W1.4, LAP ONE FULL MESH AT SPLICES TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x— AND GREATER): DF-L#2 JOISTS / STUDS (2x_): HF#2 / STUD GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 @ 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 TP.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 STUDD-I-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 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 MANUFACTURERS RECOMMENDATIONS. WIND DESIGN CRITERIA: NOMINAL WIND SPEED - 85 MPH RISH CATEGORY II ULTIMATE WIND SPEED -110 MPH IMPORTANCE, 61.0 WINDOW EXPOSURE, B Kzt =1,00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le =1.0 SS =1260 Site Class, D S1 = OA93 SEISMIC DESIGN CAT., D SIDS = 0.84 SEIS. FORCE RES. SYS, A.15, SD1 = 0.50 DESIGN BASE SHEAR = 8324 Ibs CS = 0.13 RISK CATEGORY II R = 6.6 2 Story — 2 Car — 42x38.5 — 2597 sf SHEARWALL & HOLDOWN NOTES (U,N,O,) Upstate Engineering Services PO Box 952 Lynnwood, Wa 98046 Date: 9/8/2017 (205) 280-4715 UpstateEngineerOgmail,com Job # 0809 (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) Requres 3x or (2)2x foundation sill plate (4) Threaded rod and couler as required. (5) Common nails, UNO, 8d:0,131"x2 1/2", 10d=0. 148x3", 12d=0148"x3 1/4", 16d=0,152'I 1/2", 16d Sinkers=0.148"x3 1/4" (0) Install H1's on all trusses/rafters, A35's at 24" o,c, gables & rim joist (or solid blkg) to top plate (sill plated at fnd) UNO; When specified spacing is less than 24" o,c„ install A35's at roof solid blk'ing to SW top plate, and install H 1 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 L 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(1)(4) Comments T-1 STHD 14/ 14RJ (38)/(30) - 16d N/A SHEARWALL SCHEDULE Sheathing -Applied to Sheathing Edge Nails #5 Roof to Top Plate Sill Plate Anchors w/ Mark 2x HF studs O 16" o,c, All Edges Blocked Base Plate Floor to Top Plate 3" x 3" x 1/4" washers *(2) U,N,O, Below (do not penetrate past flush) Nailing #5 & Sill Plate *(5) see note *(8) SW-1 7/ 15" OSB 8d 0 5" o.c. (12" o,c, fld,) 15d 0 12" o.c, H 1 O 24" o,c. 5/8" dia x 10" AB's 0 50" o,c, or A35 0 24" o,c. SW-2 7/ 16" OSB 8d L 4" o,c. (12" o,c, fld,) 16d 0 8" o,c, A35 0 20" o c, 5/8" dia x 10" AB's 0 48" o.c, SW-3 7/ 15" OSB (*7) 8d L 3" o.c. (12" o,c, fld,) 16d 0 5" o.c, A35 O 15" o.c. 5/8" dia x 10" AB's 0 48" c.c. SW-4 7/ 16" OSB (X-7) 8d L 2" o,c. staggered 16d O 4" o.c, A35 0 12" o,c, 5/8" dia x 10" AB's 0 15" o.c, (12" o.c, fld.) RSW 16" OSB Both Sides (7) 8d L 2" o,c, staggered See Detail 1 / A2 17/ (12" ac. fld,) STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT DOCUMENTS. JOB# Kgo DATEJ�S�, REVIEWED BY UPSTATE ENGINEERING VOID IF STAMP INK NOT RED. REVISIONS N c4— O (0 U) 4 w 4— Z � N CL \_ Q I N � II d- U N J N rn LO lv 4T N J I 0- m CD x °- 04 0`_ 1- N I w o -0 CO w N z � } O E N N o G' RESUe JUL 2 5 2018 BUILD OF EDMONG DEPARiME� ND�• SPECIFICATIONS VENTILATION AND INDOOR AIR QUALITY CONTROL-2015 CODE Sizes per IRC 2015 Joint seals, gaskets, weatherstripping) required around all GENERAL SPECIFICATIONS GARAGE FIRE SEPERATION WALLt Type "X" openings such as doors windows and access panels, and 5/8 GWB protection on all structure common to living Where ceilings are applied direct to the underside of at all structural joints such as sill plates and roof/wall ADDRESS SIGNS: prominently displayed in contrasting space and all bearing walls - sills, walls, columns, beams, CD" rafters, cross ventilation shall be provided by maintaining a joints to limit air leakage, All operable doors and windows color, plainly visible from the street, floor joists - from foundation to roof sheathing or over E an unobstructed 1" air space on the underside of the roof to be made to be tight fitting to limit/omit infiltration in entire ceiling. Type "X" 5/8" GWB on common ceiling with a a sheathing for eave to peak inlet/outlet air flow, or out of the building, SAFETY GLASS: comply with IRC R308, Federal and living space above. Vapor Barrier) required at exterior walls, stick framed State regulations. rafters, vaulted ceilings, attics less than 12", and roof REOUIREMENTS� Contractor shalt verify all site conditions, Vent Blocks: three (3) 2" diameter holes = 6.59 square space cavities used as duct space; use well stapled SKYLIGHTS; double dome, shatter resistant, plastic, type y inches net (70% locate at corners and evenly between (maximum 8" o.e. with less than l/16" gaps) faced CC2, with 5" minimum crown or double glazing laminated building dimensions, prior to proceeding with the work, N for attics, and at each cavity for cathedral roofs insulation, 4 mil poly vapor barrier with sealed or 66 safety glass; self flashing assembly or provide minimum Any variations from conditions and dimensions shown on lapped joints, or low perm rated (1 or less) interior curb, the derawings shall be reported to the desinger for Net Venn 1/150 of attic space; 1/300 if half of paint (show proof), resolution prior to proceeding with the work, Written required ventilation area is three feet above the eave FRAMING DETAIL INSPECTION; all holdowns, framing dimensions shall have precedence over scaled dimensions. vents, or if warm side vapor barrier is present, Crawl Space Vapor Barrier) cover exposed ground with 6 anchors, and shear wall nailing to be exposed until after FIREPLACES UL Approved with label dis la ed; installed mil black poly or equivalent with 12" overlaps extended inspection. R314 pp p y Screen; 1/4' corrosion resistant metal mesh required, to foundation walls. according to manufacturers specifications; glass doors installed with tight fit Gable and Roof Vents: locate as high as possible, Crawl INSULATION: (heat calculations and wall and ceiling R OPTIONAL GAS FIREPLACE Must be UL approved with label space vents) minimum 1 square foot per 150 square foot values by others) fill open and isolated exterior displayed, Install per manufacturers specifications and of foundation area cavities with uncompressed insulation (not to be UMC, Provide tight fit glass doors. REVISIONS compressed by mechanicals); used properly stapled EGRESS WINDOWS: Per R310,1 maximum 44" from floor to Source specific ventilation systems) required in kitchen, faced Batts or separate vapor barrier as described finished sill; net opening minimum 5 sf L grade,5.7 square SMOKE DETECTORS Provide smoke detectors per baths, separate toilet rooms, spa, and other rooms with above; use rigid insulation board behind recessed wall feet abv; minimum sash width 20" and minimum sash height with 110 volt and battery backup interconnected in each excess moisture, Source specific fans must be controlled fixtures; under floor insulation support by twine, lathe 24" bedroom and level, Locate near the high point in rooms by a manual switch and dehumidstat, timer or automatic or other means not relying on batt compression; attic with sloped ceilings. cog control which must be readily accessible. Kitchens; access door, insulate, weatherstrip and baffle, concrete TUB & SHOWERt firestop showers minimum Carbon Monoxide Dectors required outside ea sleeping area minimum 100 cfm Bathrooms: minimum 50 cfm grade slab: insulate 24" perimeter with R-10 rigid foam 30" D, with surfaces of 1024 S.I, smooth non-absorbant per R315 board with interior and exterior thermal break, alternate wainscot up 70" with water proof gypsum wallboard TYPICAL ROOF SHEATHING, O Whole house ventilation systems: required with automatic basement wall insulation: interior furring for insulation backing with no vapor barrier allowed behind at exterior and manual overide controls capable of allowing batts or protected R-10 rigid foam board or permissable; wall; 2.5 gpm shower flow restrictors; Safety Glass i/2" CDX Plywood index 32/16, unblocked, w/ face grain continuous and intermittent operation, 24 hour automatic supply duct insulation: R-8 .in open area; R-5 in slab; enclosures. perpendicular to framing below, stagger end joints. Nail as p installed according to WSEC table 4- 16; pipin : hot follows) control must provide minimum of two 2 hour ventilation g g aa) cycles each day. AC/Hi minimum ,35 and maximum .5 air STAIRS: (perR311.5) risers 7 3/4" maximum; treads 10" y y water, steam heat and recirculating hot water pipes to be Diaphragm Boundary and over changes per hour; CFM: minimum 15 cfm in each insulated with R-3 according to WSEC table 4-1 minimum, handrail height between 34" and 38" above exterior walls and shear walls, 8d Q 6"o,c. Z N bedroom plus 15 cfm for combined living area Sore nosing with diameter of 1 1/4 to 2 and ends returned to O M rating: maximum 1.5 at 0.1 inch water gauge. Fan cfm flow wall or newel post; I/2" GWB on walls and All supported edges, 8d 9 6"o.c, �-I rating) 0,25 inch water gauge static pressure, Duct R312,6 Freeze Protection ceilings under stairs; firestop between Field: 8d 9 12"o.c. < N terminations: terminate outside the building with back No water, soil, or waste pipe shall be installed or permitted studs and stringers; provide minimum 6' 8" clearance H m rn draft dampers; Exhaust ducts: insulated with R-4 within outside of a building or in an exterior wall unless, where height from tread nosing to ceiling vertically. TYPICAL FLOOR SHEATHINGi unconditioned spaces. Supply ducts: insulated with R-4 3/4" T&G, CDX Plywood, index 40/20, unblocked, laid up w/ LL p pp y necessary, adequate provision d made to protect such pipe face grain perpendicular to framing below, stagger end joints, W II 3 within conditioned spaces from freezing. All hot and cold water pipes installed outside Nail as follows: o- � Q the conditioned space shall be insulated to a min R-4. TRUSS DRAWING& by truss manufacturers/supplier M -o Interior doors) not to impede air flow to whole house R802,3 Framing Details. Shall conform to the design specs for light metal plate connected Diaphragm Boundary and over exhaust fan. At all valleys and hips there shall be a valley or hip rafter wood trusses as adopted by the Truss Plate Institute (TPI), exterior walls and shear walls, 8d 9 6"o,c, , not less than 2 inch (51mm) nominal thickness and not less in All trusses shall be preservative treated DF meeting min depth than the cut end of the rafter, d g All supported ed es: Air Inlets, outdoor fresh air to be screened and p stresses as specified for structural Lumber above, pp g 8d O 6 o c, protected from entry of insects, leaves and debris R312,2,1 Window Sills. Shall be designed for the following min, loads: Field: 8d O 10 o.a c Locate away from noise and air pollution; do not In dwelling units, where the opening of an operable window Coupled w/ A concentrated load of 250 ibs Structural I Grade, conforming to U.S, Product Standard PS I ,} connect to attic, crawlspace, hazardous or unsanitary is located more than 72 inches (1829mm) above the finished and shall be pressure treated U d= N areas, fuel burning appliance areas, minimum 10' from vent grade or surface below, the lowest part of the clear opening J ENERGY CALCULATIONS, and insulation R values by others FRAMING/SHEATHING LUMBER of plumbing drainage system, appliance vent of the window shall be a min of 24 inches (810mm) above the J CV' outlet or other source of odors, fumes or flammable finished floor of the room in which the window is located. Field protect all cut surfaces of lumber with preservative which n N vapors unless inlet is at least 3' below such vent Operable sections of windows shall not permit openings that FOOTINGSI exterior footings to extend 18" below grade; shall be applied In accordance with manuf; s recommendations. W o opening; Each habitable area shall have outdoor air allow passgae of a 4 inch diameter (102mm) sphere where such interior crawlspace footings to extend 8" below grade; Contractor to provide adequate bracing and shoring for all structural J inlets with controllable secure opening of at least 4 openings are located within 24 inches (610mm) of the finished strip all decomposable forming material before backfilling, members during all phases of construction, 1 } square inches at top of wall or windows with back draft floor. All structural lumber shall be DF/L, #2 or better and treated In W CU pp dampers, Alternate fresh air supply: integrated with Exceptions: GARAGE APPLIANCE& all electrical devices (swithces, accordance to Sec R320 IRC 2015; o-- a) CO furnace; with 6" diameter duct from exterior to return 1. Window whose openings will not allow a 4 inch diameter burners, and pilots) minimum 18' above floor; appliances All new framing members, rafters, joists, and beams shall be fastened = o x air plenum with manually adjustable flow damper; furnace (102mm) sphere to pass through the opening when the to be UL approved with auto shutoff switch; protection with 'Simpson' metal connectors or approved equal to provide a continuous o- (N fan to be operated by 24 hour clock, Proof of opening is a its largest opened position. bollard ducting in to garage to be 26 guage galvinized load path from roof l foundation to resist high wind forces,provide performance testing and letter of compliance required 2, Openings that are provided with window fall prevention and s openings) secure HW tank w/2 steel straps pressure All finish surfaces shall receive 1 coat prime and 2 coats finish paint N for inspection, and set on R-10 insulation board base; extend pressure LU P devices that comply with ASTM F 2090. c < relief line from valve to exterior; HW tank to be labeled Provide 5/8' Ext plywood w/Bldg wrap underlayment behind Ext Siding ihruout. = o Q Mechanical Penetrations, to be caulked/foamed and sealed; WSEC R401,3 Certificate 1987 NAECA, I— E U A permanent certificate shall be completed and posted on or Structural Timber shall be DF/L Species meeting following min grades/stresses O v with firestops as required; exterior wall electrical p p p HARDWARE, as established by the Western Wood Products Association: CD W (V boxes sealed or gasket provided at device plates, within 3 feet of the electrical panel by the builder or Beam #1 STRUCTURAL REVIEW registered design professional. The certificate sahll list the All finish hardware shall be Schalge or approved equal LU �- THIS DRAWING HAS BEEN REVIEWED FOR � Rim Joists to be sealed at heated floors or covered with R values of the insulation installed in or on ceilling/roof, �OIStS & Rafters #2 STIR CTURAL REQUIREMENTS ONLY PER Lli o Studs & Plates Construction THEATTACHED RELEVANT DOCUMENTS. Z exterior infiltration wrap such as tyvek and fully insulated, wails, foundation, and ducts outside of conditioned spaces: JOB#_dkl_DATEa �J H 4_F- U-factors and solar heat gain coefficient of glazing, and REVIEWED BY AmA W Recessed Light Fixtures) to be type IC rated with no the results of required duct testing and building envelope air UPSTATEENOINEERING , , d- penetrations to ceiling cavity and sealed, or gasketed to leakage tests, The certificate shall list the types and ,2"VOID IF McMce"QOTRED, ^, VOID IF STAMP INK NOTRED, prevent air infiltration, or any type rating located within efficiencies of heating, cooling and service water heating an air tight enclosure, or type IC labeled to be maximum equipment 2 cfm at 75 pascals, 2,4,4 4 2 Story — 2 Car — 42x38.5 — 2597 sf c d sup JUL Z 5 2018 yl' r O N'GF DEPARTMENT ED;yONDS Window, Skylight and Door Schedule Window, Skylight and Door Schedule Project Information Contact Information Mietzner Home Builders, LLC Mike Mletzner 244th at Edmonds Mlkem@mletznergroup.00m 42 plan 425 2t2-2491 WldthHelght Ref, U-factor QtFeelnFselnch Area UA Exempt Swinging Door (24 sq. ft. max.) 030 1 2 86 8 17B 633 Exempt Glazed Fenestration (15 sq. ft. maxJ 0.0 0.00 Vertical Fenestration (Windows and doors) Component WldthHelght Description Ref. U-factor QtFeelnF)elnch Area UA 5040 hs 030 1 5 4 20.0 6.00 4040 hs 020 2 4 4 32,0 9.60 4046 hs 020 1 4 4 6 18.0 5A0 5040 hs 030 1 5 4 20,0 6.00 4050 he 030 1 4 5 200 620 4060 he 030 2 4 6 48,014AO 5060 he 020 1 5 6 30.0 9.00 8050 sh 030 2 3 5 30.0 9,00 2020 030 6 2 2 24,0 720 2640 020 1 2 64 10.0 320 3016 030 2 3 1 6 9,0 2.70 3080 store 020 1 3 8 24.0 720 6080 sgd No 1 6 8 48,014.40 Sum of Vertical Fenestration Area: 333.0 UA: 99,90 Vertical Fene 030 Overhead Glazing (Skylights) Component WldthHelght Description Ref, U-factor QtFeelnFeelnch Area UA 0.0 0.00 Sum of Overhead Glazing Area 00 UA: 0,00 Overhead Glazing Area Weighted: 0,00 Total Sum of Fenestration Area and UA (for heating system sizing calculation Area: 3608 UA:10523 2 Story - 2 Car - 42x38.5 - 2597 sf Simple Heating System Size: Washington Stale This heating system sizing calculator Is based on the Prescriptive Requl-ements of the 2015 Washington State Energy Code (WSEC) Contact Information Mike Mletzner mikem@mietrnergroupoom 425 212-2491 Instructions Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Calling Height Instructions Average Calling Height (M Instructions Instructions Attic Instructions Single Rafter or Joist Vaulted Callings Instructions Above Grade Walls (see Figure 1) Instructions Floors Instructions Below Grade Walls (see Figure 1) Instructions Slab Below Grade (see Figure 1) Instructions Slab on Grade (see Figure 1) Instructions Instructions Design Temperature Difference (70 46 ?T = Indoor (70 degrees) - Outdoor Design Tamp 2,697 Conditioned Volume 85 22,075 U-Factor X Area = UA 030 351 10530 U-Factor X Area = UA 0b0 -- U-Factor X Area = UA 0.026 1,460 3796 U-Factor X Area UA No selection - U-Factor X Area UA 0.066 2,368 13251 U-Factor X Area UA 0.029 1,460 4234 U-Factor X Area UA 0,042 F-Factor X Length UA 0570 F-Factor X Length UA 0540 Duct Leakage Coefficient 1.00 Sum of UA 31821 Envelope Heat Load 14)638 Btu / Hour Sum of UA X ?T Air Leakage Heat Load 10,967 Btu / Hour Volume X 0,6 X ?T X ,016 Building Design Heat Load 25,804 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 25,604 Btu / Hour Ducts In unconditioned space: Sum of Building Heat Loss X 1.10 Ducts In conditioned spate: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 35,846 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 125 for Heat Pump Prescriptive Energg..'Code Compliance -All Climate Zones in We Project Information Contact Information Mletzner Home Builders, LLC Mike Mletzner 244th St Edmonds mlkem@mletznergroup.com 42 Plan 425 212-2491 l This project will use the requirements of the Prescriptive Path below and Incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative _ ____Date All Climate Zones R-Veluea U-Factora Fenestration U•Factorb n/a 030 Skylight U-Factor n/a 050 Glazed Fenestration SHGC n/a n/a Cellingk 49J 0.026 Wood Frame Wallg m n 21 int 0.066 Mass Wall R-Valuel 21/21h 0.056 Floor 809 0,029 Below Grade Wallcm 10/15/21 Int+ 0.042 Slabd R-Value & Depth 10, 2 ft = n/a "Table R402.1.1 and Table R402AS Footnotes included on Page 2. Each dwelling unit In a resldentlal,bullding shall comply with sufficient options from Tabl 1. Small Dwelling Unit: 15 credits Dwelling units less than 1600 square feet In conditioned floor area with less than 2, Medium Dwelling Unit: 3b credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units ser 3, Large Dwelling Unit: 45 credits Dwelling units exceeding 50W square feet of conditioned floor area. 4, Additions less than 600 square feet: 5 credits Table R4062 Summary Option Description Credits) la Efficient Building Envelope 1a 05 1b Efficient Building Envelope lb 1,0 1c Efficient Building Envelope is 2.0 Id Efficient Building Envelope id 05 2a Air Leakage Control and Efficient Van 05 2b Air Leakage Control and Efficient Van 1.0 2c Air Leakage Control and Efficient Van 15 Sa High Efficiency HVAC 3a 1.0 1.0 3b High Efficiency HVAC 3b 1,0 Sc High Efficiency HVAC 3c 15 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution Sys 1.0 12 5a Efficient Water Heating 5a 05 05 5b Efficient Water Heating 5b 1.0 1.0 5c Efficient Water Heating 5c 15 5d Efficient Water Heating 5d 05 6 Renewable Electric Energy Ob *1200 kwh 0.0 Total Credits 350 'Please refer to Table R4082 for complete option descriptions Table R402.1.1 Footnotes For SI:1 foot 3043 mm, cl � continuous Insulation, Int � in WSEC 2015 Energy Code Compliance Sect" R401 Glazing is less than 25% of conditioned floor area Zone 5 climate zone Prescriptive Option 1: Windows U:30, Walls R-21; Calling R-49, Floor R-30, Slab 10/15/21+TB per Table R402.1.1 Provide depth markers for blown attic Insulation Windows will be U 30 or batten Overhead glazing: U 50, Doors: U20 Ducts outside of conditioned space will be sealed and tested to RS-33 per IRC Ducts In conditioned space will be Insulated to R-30, or as close as possible 8% total, 6% to exterior or less Ducts tested per R4033 A continuous air baffler shall be Installed on the bldg envelope, sealing all gaps. Corners and Headers shall be Insulated Seal Garage walls to conditioned space, recessed lights, envelope Jambs, knee walls, top plates and sills. Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors). A 5-2 day proprammable thermostat will be provided for primary HVAC system per R403.1,1- all other adjustable ENERGY CREDITS =TRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR 3a - Gas Furnace - 94% efficiency - Max 35,846 BTU -1 energy credit STRUCTURAL REQUIREMENTS ONLY PER 4 - Furnace/ducts Inside conditioned space -1 energy credit THE ATTACHED RELEVANT DOCUMENTS. JOB oS DATE 4 tis Ib 6a - flow restrictions 1.75/1 gpm - 5 energy credit REVI EWED BY 5b - Tankless Gas HW will be provided with min EF: 74% rating for 1 energy credit UPSTATC l Vapor Retarder for Bldg Envelope per R702.7 - class I or II unless exceptions met (20 VOID IF STAMP INK NOT RED. Lighting: 750/6 of all Interior lighting will be High Efficiency bulbs per R404.1 Ext Lighting will all be High Efficiency per IRC All Rouresoent tubes will be R$ IT diameter) per IRC Energy Code Compliance Certificate posted per R4013 @ 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 mandltory per 2015 WSEC to <= 5 ACH @ 2 In pressure (50 Pascals) w/signed report Water Supply piping shall be Insulated to min R-3 Exhaust openings must be & away from all openings. Max equivalent length of Dryer vent Is 35 (excluding vert transitlons)(reductions for 46d and 90d elbows) Ventilation:160 cfm @ 50% run time per M150733 located upstairs Hall Bath m C T -8m REVISIONS O $k 4- 0) 0) CD L N U) \ I fV m O) I 1 W II 3 CL .-t C) _j N' N 00 (n ._ 0) LU O J I U CL M W En 0 a E U co W N Lu (f) O W M � N N CID sus JUL 2 5 2010 aUl �ARTMENT �rTV OF EDMONM Window, Skylight and Door Schedule Window, Skylight and Door Schedule Project Information Contact Information Mietzner Home Builders, LLC Mike Mletzner 244th at Edmonds Mikem@mietznergroup,com 42, plan 425 212-2491 WldthHeight Ref, U-factor QtFeelnFeelnch Area UA Exempt Swinging Door (24 sq. ft. max.) 030 1 2 86 8 17.8 5,33 Exempt Glazed Fenestration (16 sq. ft. max.) 0.0 0.00 Vertical Fenestration (Windows and doors) Component WldthHeight Description Ref, U-factor QtFeelnFeelnch Area UA 5040 he 030 1 5 4 20.0 6.00 4040 he 020 2 4 4 32.0 9.60 4046 he 020 1 4 4 6 18,0 5.40 5040 he 020 1 5 4 20,0 6,00 4050 he 0.30 1 4 5 20.0 6.00 4060 he 030 2 4 6 48.01440 5060 he 0.30 1 5 6 30,0 900 30150 sh 0.30 2 3 5 30.0 9,00 2020 030 6 2 2 240 720 2640 020 1 2 64 10.0 320 8016 020 2 3 1 6 9,0 2.70 3080 store 020 1 3 8 24.0 720 SON sgd 020 1 6 8 48,014A0 Sum of Vertical Fenestration Area: 338.0 UA: 99.90 Vertical Fene 030 Overhead Glazing (Skylights) Component WldthHeight Description Ref, U-factor QtFeelnFeelnch Area UA 0.0 0.00 Sum of Overhead Glazing Area 0.0 UA: 0.00 Overhead Glazing Area Weighted: 090 Total Sum of Fenestration Area and UA (for heating system sizing calculation Area: 3603 UA:10528 2 Story - 2 Car - 42x38.5 - 2597 sf - Simple Heating System Size: Washington State This heating system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) Contact Information Mike Mletzner mikem@mletznergroupoom 425 212-2491 Instructions Design Temperature Difference (?T) 46 ?T = Indoor (70 degrees) - Outdoor Design Temp Conditioned Floor Are --------------- Instructions Conditioned Floor Area (sq ft) 2,%7 Average Gelling Height Conditioned Volume Instructions Average Celling Height (ftl $ate 22,075 (-Factor ,X Area = UA Instructions 0.30, 351 10530 U-Factor X Area = UA Instructions ,050 - Attic ULFactor X Area = UA Instructions 0226 1,460 37.96 Single Rafter or Joist Vaulted Callings U-Factor X Area UA Instructions ,/ No selection --- Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0258 2,368 132.61 Floors U-Factor X Area UA Instructions 0,029 383 11.11 Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0,042 _ Slab Below Grade (see Flgurb 1) F-Factor X Length UA Instructions 11 0570 Slab on Grade (see Figure,, 1) F-Factor X Length UA Instructions 0540 157 84.78 Instructions Duct Leakage Coefficient 190 Sum of UA 371.76 Envelope Heat Load 17,101 Btu / Hour Sum of UA X ?T Air Leakage Heat Load 10,987 Btu / Hour Volume X 0,6 X ?T X 218 Building Design Heat Load 28)067 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 28)W7 Btu / Hour Ducts In unconditioned space: Sum of Building Heat Loss X 1.10 ; Ducts In conditioned space: Sum of Bullding Heat Loss X 1 Maximum Heat Equipment Output 39,294 Btu / Hour Building and Duct bleat Loss X 1A0 for Forced Air Furnace , Building and Duct Heat Loss X 125 for Heat Pump Lots 2 4 9 11 REVISED PLAN APPROVED CITY OF EDMONND-S--BBUUUILDING DIVISION PLANS EXAMINERA^ DATE Prescriptive Energy Code Compliance -All Climate Zones in Wa Project Information Contact Information Mletzner Home Builders, LLC Mike Mletzner 244th St Edmonds mikem@mietznergroupcom 42' Plan 425 212-2491 RA This project will use the requirements of the Prescriptive Path below and Incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative ____Date E All Climate Zones R-Valuea l-F Fenestration U-Factorb 30 ra � �$ Skylight U-Factor n/a 050 d Glazed Fenestration SHGC n/a n/a Celiingk 49J 0226 Wood Frame Wallg mn 21 Int 0.056 _ Was Wall R-Valuel 21/21h 0.056 3 Floor 30g 0,029 - Below Grade Wallc m 10/16/21 Int + 0.042 8 v Slabd R-Value & Depth 10, 2 ft n/a `Table R402.11 and Table R402.12 Footnotes Included on Page 2. Each dwelling unit In a residential building shall comply with sufficient options from Tabl C) 1, Small Dwelling Unit: 15 credits Dwelling units less than 1600 square feet In conditioned floor area with less than n m 2. Medium Dwelling Unit: 35 credits All dwelling units that are not Included In #1 or #3. Exception: Dwelling units ser S. Large Dwelling Unit: 45 credits Dwellingunits exceeding 6000 g square feet of conditioned floor area. 4. Additions less than 500 square feet: 5 credits REVISIONS Table R4062 Summary Option Description Credlt(s) 1a Efficient Building Envelope 1a 05 1b Efficient Building Envelope lb 1.0 1c Efficient Building Envelope is 2.0 1d Efficient Building Envelope 1d 05 2a Air Leakage Control and Efficient Van 05 2b Air Leakage Control and Efficient Ven 1,0 2c Air Leakage Control and Efficient Van 15 O 3a High Efficiency HVAC 3a 12 1.0 .-+ 3b High Efficiency HVAC 3b 1.0 Sc High Efficiency HVAC Sc 15 *k Sd High Efficiency HVAC 3d 12 } 4 High Efficiency HVAC Distribution Sys 1.0 1.0 N 5a Efficient Water Heating 5a 05 05 a) 5b Efficient Water Heating 5b 1.0 1.0 L m 5c Efficient Water Heating 6c -15 (n (y 5d Efficient Water Heating 5d 05 _ \ 6 Renewable Electric Energy 05 1200 kwh 0.0 1 \ Total Credits 3.50 'Please refer to Table R4082 for complete option descriptions I Table R402,1.1 Footnotes U For SI:1 foot x 3043 mm, ci .= continuous Insulation, Int : In LLI 3 3 ° v WSEC 2015 Energy Code Compliance Sect R401 Glazing Is less than 25% of conditioned floor area Zone 6 climate zone d7 Prescriptive Option 1: Windows U:30, Walls R-21; Calling R-49; Floor R-30, Slab 10/15/21+TB per Table R402,1.1 Provide depth markers for blown attic Insulation C) 4- Windows will be U .30 or better, Overhead glazing: U 50, Doors: U20 J N N Ducts outside of condltioned space will be sealed and tested to PS-33 per IRC OD Ducts in conditioned space will be Insulated to R-30, or as close as possible (fj n co 8% total, 80/o to exterior or less �W-r O Ducts tested per R4033 H J � I A continuous air barrier shall be Installed on the bidg envelope,t walling all gaps. W U � Corners and Headers shall be insulated 0 '-' Seal Garage walls to conditioned space, recessed lights, envelope Jambs, knee walls, top plates and sills. W O X Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors). IL N A 5-2 day proprammable thermostat will be provided for primary HVAC system per R403.1.1 - all other adjustable W rilW _ r ENERGY CREDITS = C Sa - Gas Furnace - 94% efficiency -Max 39294 BTU -1 energy credit E r 4 -Furnace/ducts Inside condltloned(space, -1-energy credit Co W 5a - flow restrictions 175/1 gpm - 5 energy credit CV 5b - Tankless Gas HW will be provided with min EF: 74% rating for 1 energy credit W t j Vapor Retarder for Bldg Envelope per R702.7 - class I or II unless exceptions met p Lighting: 75 % of all Interior lighting will be High Efficiency bulbs per R404.1 W Ext Lighting will all be High Efficiency per IRO I. -A d- All Flourescent tubes will be R-8 W diameter) per IRC X: CV 04 Energy Code Compliance Certificate posted per R4013 @ 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 WSEC to <= 6 ACH @ 2 In pressure (50 Pascals) w/signed report Water Supply piping shall be Insulated to min R-3 Exhaust openings must be 8' away from all openings. Max equivalent length of Dryer vent Is 36 (excluding vert transltlons)(reductions for 45d and 90d elbows) Ventilation:150 cfm @ 601% run time per W60733 located upstairs Hall Bath Aft 13 1, 0l9 n17i[DIUG DEPAR7IWEPoS CnYOFE0100hins