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BLD2017-133408 LGT I A C, CITY OF EDMONDS STATUS: ISSUED 12/31/2018 1215TH AVENIJENORTH- EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 Pernjit #: BLD20171334 Expiration Date: 12/31/X19 Pi9ject Address: 8609 244TH ST SW #1, EDMONDS Parcel No: WAITING FOR' PARCEL PROPERTY OWNER APPLICANT CONTRACTOR M I FTZNER BROTHERS PROPERTIES, LI-C MIETZNER BROTHERS PROPERTIES, MIETZNER BROTHERS PROPERTIES, LLC CIO KENNETH J & AUDREY G DARWIN LLC CIO KENNETH J & ALTDREY G DARWIN 11611 AIRPORT RD SUITE B-I C/O KENNETH J &I AUDREY G DARWIN 11611 AIRPORT RD SUITE B- I EVERETT, WA 98204 11611 AIRPORT RD SUITE B- I EVERETT, WA 98204 EVE'RETT, WA 98204 (425) 212-2490 (425) 212-2490 (425) 2 12-2490 LICENSE 4- MIETZBP878CJ EXP:02/11/2019 JOB DESCRIPTION NMSFR,PLI BING AND MECHANICAL INCLUDED. VALUATION: $237,097 7= PERMIT TYPE Residential PERMITGROUP: 64 -&;�Qle.FamilyResidQmc�, GRADING: Y CYDS: 0 TYPE OF CONSTRUCTION: VB RETAININGWALL ROCKFRY: OCCUPANT GROUP� R-3/TJ OCCUPANT LOAD FENCE: 0 X 0 I-T.) CODE: 2015 OTHEW ------- OTHER DESC ONE RM-2 4 NUMBER OF STORIES 2 NESTED DATE NUMBER OF DWELLING UNITS: I LOT #: EXISTING AREA BASEMENT- 0 1 ST FLOOR: 0 2ND FLOOR: 0 PROPOSED AREA BASEMENT: 0 1 ST FLOOR: 741 2NDFLOOR 1197 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3 RD FLOOR: 0 GARAGE: 402 DECK: 42 OTHER: 0 BEDROOMS: 0 BATHROOMS: 0 BEDROOMS: 4 BATHROOMS: 3 FRONT SETBACK SIDESETBACK REAR SETBACK REQUIRED: 15'S PROPOSED: 15'S QUIRED: 10'W PROPOSED� ��QUIREI)i 15'N PRON)WI) HEIGHT ALLOWED:0 PROPOSED 0 IREQUIRED I0'E PROPOSED: SETBACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THEWORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODEOF THESTATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPJTY AND ALL FEES ARE PAID. int Name Date Released By 12/31/18 Date ATTENTION IT IS UNLA "TUL TO USE OR OCCUP Y A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTIONH AS BEEN MADE AND APPROVAL OR A CERTTFICATE OF OCCUP ANCY H AS BEEN G RANTED. UBC 1091! IBC I 10 � IRC I 10. = FIRE = APPLICANT = ASSESSOR �Q CITY 00 0 Vj uj -41 STATUS: ISSUED BLD20171334 CONDITIONS • A I] new, emended, re -built or relocated electrical utility and/or service shall be placed underground. • Final approval on a project or final occupancy approval must be granted bythe Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approva I and final occupancy inspections. • Any request for alternate design, modification, variance orother administrative deviation (hereinafter"variance") fi-om adopted codes, ordinances or policies must be specificaHy requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon s ubrnittal 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 fi-om temporary construction sites as a result of construction activity are exempt fi-om the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pin oil weekdays and 10:00arn and 6:00prn oil Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with tile noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. 0 Applicant, oil 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 ofthis 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. 0 Contact Olympic View Water and Sewer District for water service fi-om irain to meter and meter installation. 0 48 hours notice is required when requesting your FINAL Engineering Inspection. 425-771-0220, e)d.1326. 0 Obtain a separate pennit from Olympic View Water and Sewer District for Sanitary Side Sewer. 0 Call for locates of underground utilities prior to any excavation. 0 Maintain 10'separation between the sanitary side sewer and the water service line. 8 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the pen-nitted project. a Owner/Contractor to provide Water Service Line asbuilt at final inspection. See City Standards for requirements. I rNSPECTIONS THIS PERMITAUTHOREES ONLY THEWORK NOTED. THIS PERMF COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDIDNALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) I TO SCHEDULE INSPECTIONS — -BUILDING 1. Go to� www.edmondswa-gov ENGI NEERI NG (425) 771-0220 EXT. 1326 7- Building Department Inspections 2. Then� Sermces are now scheduled online. If you FIRE (425) 775-7720 3. Then� Perm its/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 dL:,dng office hours. login (upper right hand corner) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please leave the folloWng information: Permit Number, Job Site Address, Type of Inspection being requested, Contact IName and Phone Numbe,,, Date Preferred, and whether you prefer morning or afternoon. • B-Preconstruction meeting, • B-Setbacks • B-Footings • B-Foundation Wall • B-Foundation Draina-e • B-Isolated Footings/Piers • B-First Floor Framine • B-Plumb Rou-11 In • B-Gas Test/Pipe • B-Mechanical Rou(,h In • B-Exterior Wall Sheathing • B-Roof Sheathing • B-NA'indow Flash ing • B-Height Verification • B-Frarning • B-Ins ulation/ Energy • B-SheetrockNail • B-Building Final • F-A ddres s in g Vis ib ility • F-Fire Final • E-Erosion Control/Mobilization • E-Storm Connect to Stub • E-Water Service Line • F-Driveway Forrn & Slope Ver. • E-Ungineering Final M,ietzner 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 AI 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 Thankyou Doug Williams Designer 425 530-1042 dougwilliams444@gmail.com 1.3, L, P ��o 17 t 5 3 V TP DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION 121 5h Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221 PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS (Street S ite #, City State, Zip): 2 Parcel #. 3/ t)01 0 21073(05 Subdivision/Lot Project Valuation: $ APPLICANT- '6rm5 Phone: q7f�-_717 ZqJ10 Fax: Y75 71Z Z 7— Y3 AdIrl (Street City St e ip)- N AwVf'+"x'6J I fe E-Mail Add re M xe- 07 (Si1,:1n1,0AA1e1'Jt02J PROPERTY OWNER: 16 A Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: LENDING AGENCY: /Q Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* 15 4 Al 9�_ Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: *Contractor must have a valid City ofEdmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 WA State License-#/Ext). Date: M1 1;!77P '�s " CT City Business License #/Exp. Date: N R, 0 7 DETAIL THE SCOPE OF WORK: FR, PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: e'] / A, sq. ft. Select Basement Type: Finished L_J Unfinished LJ Is'Floor: sq. ft. Garage/Carport: qa 2— sq. ft. 27 Floor: sq. ft. Deck/Cvrd Porch/Patio: sq. ft. Bedrooms# Li Full-3/4 Bath# Half -Bath # Other: sq. ft. Fire Sprinkle s: Yes U No [2S Retaining Wall: Yes No I Grading: Cut cu. yds. Fill cu.yds. Cut/Fill in Critical Area. Yes LJ No I declare underpenally ofperjury laws that the information I haveprovided on this form/application is true, correct and complete, and thatIam theproperty owner or duly authorized agent of theproperty owner to submit a permit application to the City of Edmonds. PrintName: 011#y-f� Aelt7A14- Owner % Agent/Other El (specify): Signature: Date: 00� FORMA LABuilding New Folder 2010\DONE & x-ferredto L-Building-NewdriveTorm A2014,docx Updated: 1/17/2014 OV EDAf DEVELOPMENT SERVICES "IC: RESIDENTIAL BUILDING PERMIT APPLICATION FORM A St 121 5'h Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221 Equipment Type NIECHANICAL Appliance/Equipment Information (new and relocated) Total # Furnace Gas #J_Elec #—Other:— # BTUs: <100kj >100k� L ... ti,.(s) 7, lw7 ow I Air Handier / VAV Gas # Elec # Other: # CFNI: <10k >10k Location(s) (circle selected) AC / Compressor Boiler / Heat Pump Gas #—Elec #—Other:— #_ BTUs:__�<100k, _100k-500k ___500k-IMil Roof Top Unit HP: Location(s) (circle selected) _<3,_3-15,_15-30 Hydronic Heating Gas #—Elec #_1 n-Floor —Wall Radiant— Boiler BTUs: Location Exhaust Fans (single Bath #AKitchen #—t—Laundry # J—Other: # duct) Fireplace Gas #_LElec #—Other:. #_ Location(s) G t6t* R" Dryer Duct FUEL GAS Appliance Type Appliance/Equipment Information (new and relocated) Total # AC Unit BTUs: Location(s): Furnace BTUs: COO Location(s): 7—W Over 14 d6et Water Heater BTUs: kr-6 0 j 0 VO Location(s): '7AAjK 55 ;A! 6Iaj1q'4&' gLlt� Boiler BTUs: Location(s): Other: BTUs: Location(s): Fireplace/Insert BTUs: Location(s): r Stove/Range/Oven Dryer Outdoor BBQ TOTAL OUTLETS PLUMBING FIXTURE COUNT Fixture Type (new and relocated) Total Fixture Type (new and relocated) Total # Water Closet (Toilet) Pressure Reduction Valve/Pressure Regulator Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) Water Service Line Tub/Shower Drinking Fountain Dishwasher Clothes Washer Hose Bib Backflow Prevention Device (e.g. RBPA, DCDA, AVB) Water Heater Tankless? Yes K No E] Hydronic Heat in: Floor E] wall Floor Drain/Floor Sink Other: Refrigerator water supply (for water/ice dispenser) Other: FORM A LABuilding New Folder 2010\130NE & x-ferred to L-Building-New drive\Form A2014.doex Updated: 1/17/2014 OCT 0 5 2018 BUILDING DEPARTMENT CITY Of EDMONDS 1 1 4, PROP(?SED WA TEri MAIN �IROPOSED I 3EWER LINEI S W 114, SEC. J 1, 1'. 11 X, R. U4 E., W.14. Zone_e-p - -_z Corner Flag _LL 244TH ST Setbacks �cqired Actual DESIGNED BY. DATE: SCALE: JOB NO.: - Front I L.Q , JRC 09- 1 "-20' 1 16-08061 Sides —('j Z" Li Rear LOT#] EXHIBIT Other Hei0t SCALE: V= 20' APPLICAATIOWNER INSIGHT ENGINEERING CO. P.O. BOX - 1478 MIEIZNB? BR07HERS PROPER77ES, LLC EVERETT, WA 98206 0 10 20 11611 AIRPORT ROAD, SUITE B-1 (425) 303-9363 (425) 303-9362 FAX EVERETT, WA 98204 INFO@INSIGHTENGINEERING.NET Client: Project Name: Scope of Work: Upstate Job#: Date: �_a LD zP0 1-7 UPSTATE engineering PO BOX 952 LYN',.AAj'C0D, 'Al'A 9180V.6 SERVICES@UP'ST8.COM STRUCTURAL CALCULATIONS RECEIVED SEP 2 8 2017 DEVELOPMENT SERVICES COUNTER MIETZNER BROTHERS PROPERTIES LLC 193 8 SF (REVERSED PLAN OK) LATERAL DESIGN OF A (2)-STORY SFR M. 9/8/2017 Loction: 244th Street, Edmonds LOTS 1, 3, 8 AND 10 5/2-014 JOB # 0808 Andrew M. Gahan, PE 9/6/2017 244th St SW - Google Maps Co :-i 'c' maps 244th St SW 4 7, /776 54, -. 2 2., 54783 244th St SW Edmonds, WA UnitedStates 1000ft 916/2017 Design Maps Summary Report W-L= Design Maps Summary Report ift 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, 122.35478OW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Lynnw9od E dm und? P.4ountlakeTeffacfjo A. I Bothell Indianola 'Shoreline 3 k 40 ... * . Redmond USGS-Provided Output S, = 1.260 g Sms = 1.260 g SD, = 0.840 g S, = 0.493 g S,, = 0.743 g S,, = 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. M' 71 _� E! s:j L)-i s L! S:; c c t - j - n Des q-i ;Res:j,:,-isc S:ju,-'.-.j-n Lateral Analysis IBC2015 UPSTATE JOB#: 0808 Description: 1938 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 [3531 I Roof Walls Floors I Snow Partitions Live Load (ps� 25 1 40� 25 Dead Load (ps� 15 10 10 1 10 1603.1.4 Wind Design Criteria [35AI �-T I 1. Nominal/U Iti mate Wind Speed Vasd/Vult 851110 mph F 1609 3(3) [3 721 2. Risk Category 11 1.00 A SCE 7 T 6-1[771 3. Wind Exposure Category "B" 1609.41373] 4. Internal Pressure Coefficient +/-55 ASCE7F26.11-1[258] 5. Components and Cladding design pressure +/-16 psf A SCE 7 30.2.2 [316] 1603.1.5 Earthguake Design Data F3541 1 . Seismic Importance Factor 2. Short Period Acceleration 2. 1 -Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure 11. Risk Category Table of Contents 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 le 1.00 A SCE 7 T 1. 5-2 [51 Ss 1.26 USGS Seismic Design Map Onfine S, 0.493 USGS Selsmic Design Map Onfine D A SCE 7 T20,3-1[2041 SDS 0.84 EQ 16-39[3871 SDI 0.50 EQ 16-40[3871 D T1613.3.5(l) and (2) [3981 A.15. ASCE 7 T 12.2-1[731 6878 lbs CS 0.13 R 6,5 Equivalent Lateral Force 11 General Lateral Design Criteria Determination of Wind Forces Determination of Seismic Forces Allowable Stress Design Loads Shear walls in the Front to Rear Direction Shear walls in the Side to Side Direction Shear flow calculations Appendix A SCE 7 EQ 12 8-2 [89] ASCE 7 T 12.2-1[731 A SCE 7 T 12.6-1[881 A SCE 7 T 11. 6-2 [691 Version 7.0 Pg 0.1 Wind Desi2n (MWFRS - Simlifled Envelope Procedure) IBC 2015 Part 2 Wind Load Method ASCE 7 28.1.1 (2) 1297 NominaVUltimate Wind Speed 85/110 Wind Exposure Category B Height & Exposure Adjustment I = 1.00 Topographic Factor Kzt = 1.00 Wind Pressures ASCE 7 28.63 [3027 p.s = I K, PS30 mph 1609.3 [373], F1609.3(3) [372] 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 28 ft Eave Height 18.75 ft Mean Roof Height, h 23.375 ft Zone Pressures, 0.)(ps3o) ASCE 7 F 28.6-1 [3047 ASCE 7 EQ 28.6-1 [306] ASCE 7 28.64 [306] ASCE 7 26.2 [243] 110 Horizontal Pressures Vertical Pressures Ove angs 0 A B C D E F G H EOH GOM 1 23.32 14.18 17 ' 34 6.44 -6.82 -14.13 -5.10 -11.57 -16.05 -14. 1 2 6.76 4.63 5.38 3,69 -0.22 -7.46 I.SO -4.94 -2.38 -2.72 Horizontal Zones Areas &Forces. Fx ASCE 7 F 28.6-IB03 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (I.h.d.) or 0.4h, but not less than either 4 percent of lhd or 3 feet. D F X� 7, �'p SX'X .X = A Diaphram (x = 2) l.h.d. (ft) = 32 a (ft) = 3.2 Areas 2a (ft) = 6A Forces Diavhraarn (x = 1) l.h.d. (fi) = 32 a (ft) = 3.2 Areas 2a (ft) = 6.4 Forces Front to Rear A B C D 90 0 204 0 F% 5635 Fxmin 2940 Front to Rear A 13 C D 122 0 18, 0 F,: 5983 Fxin = 3030 Side to Side B C D 5 110 ::0 117 204 F. 6255 F..i. Side to Side A B C D 122 20 209 0 F. 6752 F..i,,= 3510 Version 7.0 Pg 1.1 Seismic Design IBC 2015 Site Clasification, Criteria Selection, & Minimum Desien Lateral Force Risk Category 11 ASCE 7 T6-1 [77,1 Seismic Importance Factor lE 1.00 ASCE 7 r 1. 5-2 [5] Seismic Design Category D TJ 613.3.5(l) and (2) [3 98,1 Site Class D ASCE 7 T20.3-1 [204,( Short Period Acceleration Ss 1.26 F]613.3.1(1) [388-�l ]-Second Acceleration S, 0.493 USGS Seismic Design Maps Online Seis. Force Resisting System A. 15. ASCE 7 T 12.2-1 [73,7 Response Modification Factor R 6.5 ASCE 7 T 12.2-1 [73,1 Desien Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 T1613.3.3(1) [38�j Site Coeffiecient, Fv 1.6 T1613.3.3(2) [387,1 Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively, 2 S DS�-- . F a's S SDS = 0.84 EQ 16-39 [387�j 3 2 S DI =— . F V's 1 SDI = 0.50 EQ 16-40 [3871 3 Simplified anal-ysis, Seismic base shear ASCE 7 12.14.8 f1087 V = (F Ss/R) W Where: F= 1. 1 for (2)-story ASCE 7 EQ 12.14-11 [108,1 Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1081 F. = (wx[W) V Fx = 0. 142 x W, ASCE 7 EQ 12.14-12 [109,1 Fffectivp coicmir wpicht RG Pnrpae dlhe� of F a-.1 , Effiaphragm (x = 2) Fx = 3893 roof area (R) floor area (fi�) st ry height (ft) wall length (ft) WX 1383 0 8.1 164 weight (Ibs) 20745 0 6642 27117] Effiaphragm (x Fx = 3514 roof area (ft) floor area (f�) [story height (ft) wall kno (ft) 1 75 9 112 weight (Ibs) 1125 11910 5040 247 17 Version 7.0 Pg 2.1 Allowable Stress Desin 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 +(OW *0.6 Where co 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 0.2 S DS D: 0.9 D + '�P QE 1.4 0.9 - 0.14 S DS D + P Q E 1.4 , Sim lify & arrange variables Where QE equals F,, of the respective diaphragm. 2301.2 [473] 2305.1 [488] 1605.1 [357] 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 (lbs) x = 2 4396 4879 x = 1 4667 5266 Seismic Design Loads, (p/1.4) F� p = IA Diaphragm Force (Ibs) x = 2 3615 x = 1 3263 EQ 16-22 ASCE 7 12.3.4 [831 Version 7.0 Pg 3.1 Allowable Stress Desi2n Loads For Wood - cont. Sum the moments about the base of a shearwall, overturning shall resist, 2 W (v-w)-h - — D-- + P-W� 3 2 for wind W (v.w)-h - 0.9 - 0.14 S DS"" D- 2 t P-W for seismic Where, V = shear per linear foot of shearwall W = width of shearwall h = height of shearwall D = resisting dead load centered over shearwall P = resisting dead load at end of shearwall Free Body Diagram of a ShearWall r% (V x 9) Version 7.0 Pg 3.2 Tributary loads Wind Seis VD(x+l)[lbs] % VD(x)[lbs] 2197.81 1807.54 VT(x) [lbs] 2197.81 1807.54 L 34.50 34.50 n 64 52 ZOISSDPWS SEISMICMAX TMAX(x)[lbs] Wind Seis VD(x+1)[lbs] % VD(x)[lbs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX �TMAX(x)[lbs] Wind Seis ;VD(x+1)[lbs] % VD(x)[lbs] 2197.81 1807.54�mmmmmmmmmm� VT(x)[lbs) 2197.811807.54:�=MNEMWMMMM� L 26.50 26.50 n 83 68 12015 SDPWS SEISMIC MAX !TMAX(x)[lbs] 330 154 mmmmmmm=m� MMMNMMMMMM� Emmm mm Wind Seis VD(x+l)[lbs] % VD(x)[lbs] VT(x)[lbs] L n 12015SDP'%'S SETSMICMAX ,-TMAX(x)[1bs] Version 7.0 Pg 4.1 Wall Line Level (x) .1�1 Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+]) T(x) T(x+l) Seismax� F-R Wind sels VD(x+l) [lbs] 2197.81 1807.54 % 31% 31% VD(x) [Ibs] 1446.64 1011.42 VT(x) [lbs] 3644.45 2818.96 L 31.00 31.00 n 118 91 2015 %DPWS SEISMIC MAX TMAX(x) [Ibs] 621 309 5.50 9 621 309 25.50 9 Is -393 2 F I F-R Wind Scis VD(x+l) [Ibs] % 50% 50% VD(x) [Ibs] 2333,29 1631.32 VT(x) [lbs] 2333.29 1631.32 L 16.50 16.50 n 141 99 2015 SDPWS SEISMIC MAX TMAX(x) [lbs] 504 16.50 9 504 -5 3 1 F-R Wind Seis VD(x+1) [lbs] 2197.81 1807.54 % 19% 19% VD(x) [Ibs] 886.651 619.902 VT(x) [Ibs] 3084.46 2427.44 L 30.08 30.08 n 103 81 2015 SDPWS SEISMIC MAX TMAX(x) [lbs] 813 369 9 813 330 369 154 9 243 330 -295 154 4 1 F-R Wind Seis VD(x+l) [lbs] % VD(x) [Ibs] VT(x) [Ibs] L n 2015 SDPM7S SEISMIC MAX TNIAX(x) [lbs] Version 7.0 Pg 4.2 NOR Tributary loads i Wind Sei lmmmmmmmmmm� 'VD(x+l)[lbs] % VD(x)[lbs] 2439.43l807.54jM=WBMEM=MM VT(x)[lbs] 2439.43 l80;..54,==wwmmm===� L 10.00 10-001=mmmmmmmmm� n 244 181 2015SDPIA'S SEISMIC MAX TMAX(x) fibs] 1367 _755 lmmmmmmmmmm� mmmmmmmmmm 1,M=0NNN==MM� lmmmmmmmmmm� Wind Seis VD(x+])[lbs] % VD(x)[lbs] VT(x)[lbs] L n .2015 SDPWS SEISMIC MAX TMAX(x)(lbs] Wind Seis VD(x+])[lbs] % VD(x)[lbs] 2439.43 1807.54]MMENNE VT(x)[lbs] 2439.43 l.807.54:jMMWEEN== L 21.12 21.12 ]MMENEEMM n 115 86 12015 SDPVVS SEISMIC MAX i TMAX(x) [lbs] 531 223 mmm�l Wind Seis :VD(x+l)flbs] VD(x)[lbs] VT(x)[lbs] L n 2015 SDPVVS SEISMIC MAX TMAX(x)[lbs] Version 7.0 Page5.1 Wall Line Level (x) � 0�1 . e j.;�z Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+1) Seis max A 1 1 S-S Wind Seis VD(x+1) [lbs] 2439.43 1807.54 % J_ 28% 1 28% VD(x) [Ibs] 1474.61 913.54 VT(x) [lbs] 3914.04 2721.08 L 4.50 4.50 n 870 605 2015 SDPWS SEISMIC MAX TmAx(x) [lbs] 4765 3080 2.00 4 4765 1367 3080 755 2.50 4 4759 1367 3072 1 755 1 B I I I S-S Wind Seis VD(x+]) [Ibs] % 50% 1 50% VD(x) [lbs] 2633.23 1631.32 VT(x) [lbs] 2633.23 1631.32 L 19.50 19,50 n 135 84 2015 SDPWS SEISMIC MAX TMAX(x) [lbs] 356 19.50 9 356 -247 C I I I S-S Wind Seis VD(x+1) [Ibs] 2439.43 1807.54 % 22% 1 22% VD(x) [lbs] 1158.62 717.782 VT(.) [lbs] 3598.05 2525.32 L 13.00 13.00 n 277 194 2015 SDPWS SEISMIC MAX 304 TMAX(x) [lbs] 2664 1554 2,88 9 2664 531 1554 223 304 10.13 9 2446 531 1300 223 D I I S-S Wind Seis VD(x+]) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L n 2015 SDPWS SETSMIC MAX TMAX(x) [Ibs) Version 7.0 Page5.2 naineerin (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 siii piate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8&0.131"x2l/2", 10d=0.148"x3", 12d=0.148"x3'/4", 16d=0.162"x3'/2", 16d sinker=0.148"x3l/4". (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 blk'ing 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 ri end of the piece. 2x min PT, u.n.o. Date: 9/8/2017 HOLDOWN SCHEDULE Job 0808 MARK HOLDOWN STRAP *2) FASTENERS TO (2)-STUDS MTN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-I STHD]4/14RJ (38)/(30) - 16d N/A T-2 MSTC40 (8) - 16d sinkers to each connected element N/A WRAP BM/HEADER AS REQD SHEARWALL SCHEDULE Datl�-' 91$/2017 Job 0808 SHEATHING - APPLY TO SHEATHIN(i EDGE NAILS *(5) ROOF TO TOP PLATE, MARK BASE PLATE SILL PLATE ANCHORS w/ *(2) 2x HF STUDS @ 16"o/c ALLEDGESBLOCKED 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 "I @ or 24 " o/c 5/8"OxIO"AB's@, 60"o/c A35 24 " o/c SW-2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 8 " o/c A35 @ 20 " o/c 5/8"0xI0"AB's@ 48"o/c SW-3 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0xI0"AB's@ 48"o/c 8d @ 2" o/c staggered SW-4 7/16" OSB *(7) Q 2" o/c field) 16d @ 4 " o/c A35 @ 12 " o/c 5/8"0x10"AB's@ 16"o/c 8d @ 2" o/c staggered RSW 7/16 OSB Both Sides *(7) (12" o/c field) SEE DETAIL I T_ UPSTATE engineering PQ BOX Q5Z L.NNWOOD. VVA 9E0/.6 T. t2ob) -F30-41 5 F - (?06, 8,54 15?b 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 JURISDICTICN. 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, Glz,'ANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIF—S AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1 557 TEST PROCEDURES. CONCRETE f c = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP 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-1 85 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPL�CES. 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 / STUE 24F-V4 (24F-V8 AT CANTILEVERS) 2x—TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TC "vVWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE W17H THE T.P.L 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 A7 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 1 Od AT 6" O.C.; AND INTERIOR SJPPORTS WITH 1 Od 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 AAPH RISK CATEGORY 11 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 S1 = 0.493 SEISMIC DESIGN CAT., D SDS = 0.84 SEIS. FORCE RES. SYS, A.15- SD1 = 0.50 DESIGN BASE SHEAR:z 6878 lbs Cs = 0.13 RISK CATEGORY 11 R = 6.5 2x TOP PLATE HEADER PER PLA r EXTEND OVER (D SHEARWALL w APA RATED SHTG PER SW SCHED (BOTH SIDES) HOLDOWN C) -1 PER PLAN 'IT (2) 5/8"0 A.B. EMBED 7" MIN CONC SLAB — CONT FTG W/ (2) #4 TOP & BOT 2'-0" MIN. NAIL SI--7G TO HEADER @ 3" OC EW (3) 2x STUDS UNO NAIL SF-lTG TO EACH STUD V 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. P-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 FIF TRUSS) W/ (2) 16d TO EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL SHEAR WALL PER PLAN TIGHT -FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES ROOF FRAMING PER PLAN 2X LEDGER W/ (2) 16d TO EA STUD RAFTERS PERPENDICULAR TO WALL SHEAR WALL PER PLAN TIGHT -FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES TRUSS (MONO) PER PLAN 2X CONT SOLID BLOCKING W/ (2) 16d TO EA STUD TRUSSES PERPENDICULAR TO WALL SHEAR TRANSFER SW TO SW THRU LOW ROOF NTS WALL FRAMING/DEC� RAIL ABOVE HOLDOWN PER PLAN CTR ON RIM BASEPLATE NAILING PEI SW SCHED OR DECK RAI CONNECTION PER PLAI RIM JOIST PER PLAN FLR FRAMING PER PLAI SHEAR WALL PER PLAI` '-FIT SOLID G W/ EDGE NAILING LICTURAL NOTES R SW SCHED SHEAR TRANSFER W/ HID CANTILEVERED FLR JOISTS NTS I\- 71i 1 i TYPICAL OPENING \1 -I I IFNI FORCE TRANSFER NAIL SHEATHING TO BLOCKS PER SW SCHEDULE EDGE NAILING - SW PER PLAN EDGE NAILING PER SW SCHEDULE LSTA21 W1 BLOCKING AS REQUIRED (4 TYP.) AROUND OPENINGS NTS 1-2 ALL rXTP-KSOK v4AL--L-s AND A" 5►fADED ►�AL-L-5 'TO 5-: PP-K SW-1f U►4o T- Z OSOS 1938 sF PLAN UFFP-K FLOOK L-A-rP-KA L- NOTPR PRTAZL Z NO'T-US9D . 7'w ALL EXITxroR v4ALL-5 AND ALL sHAMP vOLLs "rO BF- Y6K SV4-1, UNO 0505 1g38 sF PLAN LOI^«-, FL-00-K LA'TtKA L ?C-D�;�t7 1?3q BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietzner-244th-32x39-1938 sf 1 - Crawl 5.25 Date: 8/15/17 Selection 4x 8 HIF #2 Lu = 0.0 Ft Conditions NDS 2012 MinBearinaArea R1=2.5in 2 R2= 2.5 in 2 (1.5) DL Defl= 0.01 in Data Attributes Actual Critical Status Ratio Values AdLustments Loads Beam Span 5.25 ft Reaction 1 LL 788 # Reaction 2 LL 788 # Beam Wt per ft 6.17 # Reaction 1 TL 1001 # Reaction 2 TL 1001 # Brn Wt Included 32 # Maximum V 1001 # Max Moment 1313'# Max V (Reduced) 770 # TL Max Defl L / 240 TL Actual Defl L / >1 000 LL Max Defl L / 360 LL Actual Def I L/>1000 Section (in') Shear (W) TL Defl (in) LL Defl 30.66 25.38 0.05 0.04 14.26 7.70 0.26 0.18 OK OK OK OK 47% 30% 19% 20% Fb (psi) Fv (psi) E (psi X m1l) I-c-L Reference Values 850 150 1.3 405 Adiusted Values 1105 150 1.3 405 CIF 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: 300 Uniform TL 375 = A Uniform Load A R1 1001 R2 1001 SPAN = 5.25 FT Uniform and partial uniform loads are lbs per lineal ft. ff"IECEIVINELD rl SEP 2 8 2017 DEVELOPMENT SERVICES COUNTER BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietzner-244th-32' 2 Garage Dr 16 Date: 9/11/17 Selection 5-1/8x 15 G LB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1 = 9.1 in2 R2= 9.1 in 2 (1.5) DIL Defl= 0.22 in Recom Camber= 0.33 in Data Attributes Actual Critical Status Ratio Values Adfustments Loads Beam Span 16.0 ft Reaction 1 LL 3840 # Reaction 2 LL 3840 # Beam Wt per ft 18.68 # Reaction 1 TL 5909 # Reaction 2 TL 5909 # Brn Wt Included 299 # Maximum V 5909 # Max Moment 23638'# Max V (Reduced) 4986 # TL Max Defl L / 240 TL Actual Defl L/390 ILL Max DO L/360 LL Actual DO L / 705 Section (in3) Shear (in2) TL Defl (in) LL Def I 192.19 76.88 0.49 0.27 118.19 31.16 0.80 0.53 OK OK OK OK 61% 41% 62% 51% Fb (psi) Fv (psi) E (psi x mil) Fc-L (psi) Reference Values 2400 240 1.8 650 Adiusted 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 C1 Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 480 Uniform TL: 720 =A Uniform Load A R1 5909 R2 = 5909 SPAN = 16 FT Uniform and partial uniform loads are lbs per lineal fl. 4 1 BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietzner-244th-32x39-1938 sf 3 - Nook 6080 Dale: 8/15/17 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1 = 3.6 in2 R2= 3.6 in2 (1.5) DL Def I= 0.02 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 6.0 ft Reaction 1 LL 960 # Reaction 2 LL 960 # Beam Wt per ft 7.87 # Reaction 1 TL 1464 # Reaction 2 TL 1464 # Bm Wt Included 47 # Maximum V 1464 # Max Moment 2195'# Max V (Reduced) 1088 # TIL Max DO L / 240 TL Actual Defl L / >1 000 LL Max Defl L / 360 LL Actual Def I L/>1000 Section (in 3) Shear (in') TL Defl (in) LL Def I 49.91 32.38 0.06 0.03 25.83 10.88 0.30 0.20 OK OK OK OK 52% 34% 18% 16% t-b (psi) �-v (psi) t (psi x mil) t-c-L Reference Values 850 150 1.3 405 Adiusted Values 1020 150 1.3 405 CIF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 320 Uniform TL: 480 =A Uniform Load A R1 1464 R2 1464 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. t . % b !,. t,6, ........... 244th Edmonds Project Exterior Colors 51 1945 Plan 1945 Plan t r 1945 Plan 5. f Scheme #3 Rare Gray Scheme #6 5 Scheme #1 4 White Trim Eclipse Virtual Taupe Cream Trim Brown Trim ; Lk Extra Wind 4 - 2597 Plan Scheme #2 Adaptive Shade' Brown Trim N- 1938 Plailn Scheme #3 Rare Gray White Trim J 2 2597 Plan Scheme #6 Eclipse Cream Trim 1938 Plan Scheme #2 Adaptive Shade Brown Trim Extra Windows t 17 Extra Windows 1938 Plan 8 Scheme #4 Gauntlet Gray White Trim L 2597 Plan 9 7 Scheme #5 Suitable Brown Cream Trim 1 938 Plan. 10 Scheme #1 Virtual Taupe Brown Trim firm;!; 1-A [ F2597 Plan Scheme #4 Gauntlet Gray White Trim Extra Windows I J I . at] 7"' 14 t . . I Main - Virtual Taupe SW7039 Accent - Front Door - VanDyke Brown Black Fox SW7041 SW7020 Main - Accent - Front Door - Rare Gray Thunderous Jasper SW6199 SW6201 SW6216 Main - Accent - Front Door - Gauntlet Gray Mindful Gray Urbane Bronze SW7019 SW7016 SW7048 Trim/Gutters - Musket Brown Trim/Gutters - Musket Brown Frim/Gutters White Trim/Gufters - White Main - Accent - Front Door - Trim/Gutters - Suitable Brown Gray Area Iron Ore Classic Cream SW7054 SW7052 SW7069 Main - Accent - Front Door - Trim/Gutters - Eclipse Svelte Sage Andiron Classic Cream SW6166 SW6164 SW6174 Maxt 492,88 A Prop, 5/4x8 behind C 15/ iiiiiiiiiii ME- E 111111111111 Rao ME ----- ----- 'Aver Gr&462.813 16080 30 yr Ra Comp Roofing T&G Pine Soffit 9 entry Front Elevation HEIGHT CALC A; 462.05 Bt 463.06 Ci 463.17 D, 463.16 Aver Gradei 462.86 maxi 492,86 11 Proposed peak, 49 1. 11 ----------- r20 X W l � 3WW W 4x4 P UT 1/2 Smooth Hardi Bd Column Plan View Corner Block (Framers) WW Rake /1/3 ww, WINDOWS 2x6 Head trim 5/4x4 sides 2x3+5/4x4 Sill Front & Sides only Alt Left Elevation - TPTm nr-TATI C (KITC) I I . OS5 I F. �5/44 F sets 8 Ix3 Tri:m Felt .1W. W.W. WX 8' Siding CABLE TM Flashing Flas Top View 2x8 Band Board Felt 2� Face Vlew 8. Bid-. 8"x8' 8"XI8, Hose Bib Lights Add.... BEVELED BLOCKS - 6 2 ' If 4 ft 'Hardipanel a L5 Ix3 Whitaboard P 2x8 Whttaboard 4. Flashing X X r' M Ix6 whitsboard x8xig Corbel Lot 1 2x Blocks w/ top flashing 6N.24' if 5 ft BELLY BAND FLASI�= WDIDOW TRI14 FROXCTED GABLE STONE SILL Over the Siding (on front onl�) 2 Story - 2 Car - 32 x 39 - 1938 sf - GR - Lot 1 Right Elevation ME - NOW I ALL RK SUBJECT TO FIELD IN,c PECTION FOR COD E COMPLIANCE A AM�DIYRLANNING,l ./ A ._b CITY OF EDMONDS BUILDING DEPARTMENT WORK 6W_ ADDRE`§��4C 1!.,j OWNER APPROVED DATE: BLDG. OFFICIAL: PERMIT NUMBER ITY copy Vinyl Sash Insul Dbl Glazed Windows (tyo) 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 n310 Additional Specs & Details on Sheets A5-7 Structural CaIcs Lateral Bracing per Structural Englneering Calos attached Provide min, 36" Landing @ ext. doors not more than 7 3/4" below finished floor Wood or Compositlon Roofing 8' Hardboard Lap SIdIng all sides (typ) over waterproof building paper 1x4 oorner trim Downspouts to 4' t1ghtline ----------------- to apprvd. stomrldralnaba�(��) ContInIpus-Metal gutters ,Airsite/Litiiity work to be referenced to the RII/Grade permit bld20171333. Total Impervious surface of Lot 1: 1672 at Rear Elevation Paint Colors/Stone work: Scheme # 2 Mietzner Brothers Properties, LLC CODE: IRC W5 _� 244th St Edmonds Project WSEQ y Vent code 32XJ9 ---------------- R j �nb I ng'UPECIOg 5 (-Flashing (Felt over top)—J PLAN SHEET INDEX Ali Cover/Elev Lot I National Electric Code ME)chanicalIRC2016 Street address to be prominently displayed In Roof Load: 25 lbs contrasting oolor,,V hi, plainly vlalble from the street, Seismic Design Cat: D2 (conventional) See additional Specs/Detalls on Sheets A5, 6, & 7 Wind Speed: 86 mph Cap 2X8 A2: Foundation/Alt Elev Attic ventilation- provided as per R806 Under Floor Inspection required prior to Installation of floor decking A3 First Floor/Section ROOF, 1197 sf *144/300-575 sq.in, req'd All Holdowns, Framing, AB, 16' cc A+ Second Floor/Roof Provide equiv, or greater net area in and out (low & hD Shearwatis, must be Irpsected A5: Details Provide (2) gable vent and (10) roof vents prior to covering, SQUAFE FOOTAGE ENERGY A& Structural notes AT Specif ications 'ILI BOAM & BAT Ist Floor: 741 sf Windows: Alpine 70 Low E WSEC; Wa St Energy Code 2nd Floor: 1197 sf Gas Forced Air Insulation: Ceiling: P,49 Total: 1938 sf Faced F.G. Walls: R-21 Garages: 402 sf 6mII1 Slab VI3 Floor: R-30 &-e- nvi--s gE 00 REVISIONS rl_� C4- 0 +— r,' a) — a) U) :z 0 w _J Q_ LU _0 0 (4- _J U) CC) 0 _J U-1 LU 0 0- (1) 0 — (y) ,,f 0 X EL f- 04 IL M 0 U) En LU C 0 E-= 0 _0 ED UJ C14 0:� +- U-1 U) >_ tr_ N -C 0 1.— 4- l— W CO Y: (NI CN RESUB JUL 2 5 2018 BLq01.G,,T4.RT,,ME- .S 32' 0"- -<-5- 10" 12' 0" 14- 2" Vents in Rim Joist (typ) T 3' 4'xI2 conc patio T- ir- I closer than 5' 8" to PL T- ---- ------- F-7. --- _4 --------------- I-T) J;=-- I � I- -A j L — I- -R-W - - -I - 7 - - -- - - - L- I t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 1 JB210 0:) ; *-7 x (D '�,) j c' Ito Step up 91/4-7 1 0 0 0 -o 0- D CD VA2 (ty ))1 1. 0 Crawl Space L I I 11 6 mil v.1b, (blk) 10 7" 5"' 1 -1 1 L 1 5' 7 -EE 7- 8" I L (D--4 8 DF#2 - - - - - - 131 1 - I 71 20' 8-1/2" L F I X 10 M FT 0 IL 13- .1 4- -1 70awt 7/A2 ftp): I CCeg�l. 2 Car Garage conc slab on grade irgin/tamped fill v CN slope to garage door - Jill _ 11L embed p,t.2x8 /'—St'� up IS 1/4'- (typ 2) ba - -- -------------------- - - - conc 16' 3" 9/A2 (typ —32' 0' z::/ T-1 T-I I / A2 RSW 1/A2 RSW Foundation 2x Top plate — Header Per Plan extend over SW APA rated shthg per SW sched, -c (Both Sides) aR) Holdown per plan Z: x (2) 5/8"xIZ A.B, embed 7' min Cone 2' 0" min width Nail shthg to Hdr P 3" o.c, em, (3) 2x studs UXO. Nail shthg to ea stud 8d Nails 9 3" o.c. all plates, heirs, studs (3)2x plates Nail shthg to Be plate 8' cone stem wall 0#4 vert Be face #3 ties 9 8" o,c, Grade k-4 1' 6" min. Cone ftg w/(2)#4 top & btm RAISED SHEARWALL DETAIL I"I,�RSW�� 1/2-- V �O'�� pour 2x4 PT, Nalle, In oono, 16! oc. Form nall pins @ 12' oc. to hold nailer In wall rig Naller In Cono. Wall - Plan View 0 1/2*- 1' V 3/4" APA rated OSB CD int, w/ext.glue, nail 6" edge, 10" field 2x F.J. 9 16" o,c, Solid blocking 9 support 4x4 or 4x6 Wood columns as required 2x4 or 6 ties nailed with 4 16d each MA815 anchor Set wood columns on 90# felt protectors Anchor column to footing with MAB15 8 2x Floor Joist Fl or Joist Studs 16. x 0 F.J. 124""" 2x #2 HF Studs �5 way 1/2x10 A,B, per Send w/3" sq x 1/4" washer S Q 16' D.C. Beam Solid blocking (5(2) #4 tig 1/2x 10 A.B, per Send w/2" sq x 3/16" washer Ix4 scabs 2x #2 HF Studs 4" DS tightline #4 18 In w/4-16d nail BM & post #4 18" o.c. Herz. & Vert. min 4" concr, sla #4 18" o c Herz. & Vert, min Over 2' Hi-#4 10" o,c, Herz. ab Over 2' qi-#4 10" o,c, Horz. 12' In RT, Post 4- DS tightline 16" o.c. Vert, w/6" ftg hook 16" o,c, Vert. w/6" ftg hook 0 MAB15 tamps 11 1/2 of max spacing o 4fv ,'Btm bars 0 Btm bars 1/2 of max spacing o 6mi black vapor barrier, edges lapped 12" min 8X18 1 min (2) #4 Cont. Horz, (2) #4 Cont, Herz. 8X18 8XI15 ftg ..... ..... . . . . . . . . . . Corer, Footing ftg M X4" ftg drain �4" ftg drain 6�; 1114TERvEDLATE BEARNG SUPPORT /-n-**"`% STROARD FOU11ICATION WALL DErAL GARAGE & STEM FOUNDATION WALL DETAJ- III 1/2'= 1' 9 V �� 0 1/2*= T 0' 2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10 ANCHOR BOLT WASHERS shall be 3' x 3' x 1/4' thick per R602.11,1 Bolts shall be not less than 7 bolt diameters 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 Galas 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 & Beam Notes, Calls to be 4x4 u.n,o. Cal . Bases -8' ebv gr or P.T, Pr ter 2 or equiv, Col-Bm post. connect per R407.3 I' min air space betwen wood & c ncrete or use pres. trial, Laminate multi joists w/ 2 rows 18d Q 16' o.c, stagger top/bot Stub -out #4 rebar @ 181 oc. at oorcr. porch to resist difluential setting Provide p.t. rim Joist 9 patio REBAR REQUIREMENTS. 0#4 Continuous in ftg, (1) 9 top of well, #4 vert. R/F 9 18'. R/F Stl to be ASTM A-615 Grade 40 24. max height for stal fnd wall 2�'-provide #4 rebar 10' o.c. horz./16' o.c. vert. 2 5" max height for 6" wall, 4' max for 8' wall Footings to rest on 2000 psf undisturbed soil. CRAWL SPACE VENTIALTION per R408.1 9, '1185� s�,L In m In t Q�� q in a I/ 1�0 16. ta I — eenac 'a at 87,2 sq in each not (70;,',;' 73 - otal �'rovldlad Il 11 Instal n t M 'a' 741 a *144/150-711 s—q-IR-uquirsd A)Ar 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 ant basement floors. STRUCTURA,L REVIEW THIS �RA—W'NG ` AS BE —�NFZMEWFOR STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT D:VE4�T JOB#-O&� DATEOc � _1 I - _ REVIEWED BY IPSTATI 111Q�N11R11O v.ID 11 SrAMP ,,, NOTRZD, EPB,4�/ slab , ZZI sono tube 4-. "124x24xlO pad /w/(2)#4 as way V @Sow Tube Fti3 DETAL ) NTS. 0#4 Cont. w/9 end 4' min oono slab hooks to grade beam w/#S @ 12' oc. E.W. or /6x6 IAWxIAW WWF /4- pw gravel X, 12" 0#4 cont. E 1p :9 A REVISIONS N (4-- 0 _j 4- LLj Q) CD = (N 0 Lo CD 0) 0 0 UL L) '- cl.- -j ch _j En +— 00 0 (y) LU M Or_ U-1 0 0) 13- a) M 0 — W 0 X (L c- (N EL M U) (L' -0 LU C W M 0 z ll--- E 0 -0 101:3 UJ (%4 (If W 114 -C 0 UL 't- U) �-4 V- = C\1 C-4 NO )� RESUB JUL 2 5 2018 BUILD Cr14'SDrEP =DCMENT 1, DS 32' -C-5' 10" -12- 0" 14' 2" FE Vents in Rim Joist (typ 3' 4"xl2 conc patio T- T-1 no closer than 6' 8" to PL T-1 --2 - -- --- - - - - - - - - - - - - - - - - - - - � A - - - - - - - - - - - - - - L j L - -1 - - - - - - - I- L - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 * CD " 0 L — — — 6) 0040 1 ) -1, D ------------- 0 0 0 6/A2 (tyT) 7 = (D 0 0 �'o 00 Slab on Grade,' � (n o- 0 mil v.b, (blky NZ -10, CID Ei L - - - J 8' 2- L - -lF 4- 7" n MI IT' I ri I I - - - - 01 H L 4-- 20' 8-1/2' B/A2 ItU1111": "I I ---- ------------------ - - - - - - - - - - - - - - - - - - - ------------------------- 7/A2 (tup): 2 Car Garage conc, slab on grade virgin/tamped fill slope to garage door OD LIL conc j 16' 3" 11. 51.— 1 =L;'� —20- 6"- 9/A2 (typ 12) -1 -4 32' 0" T-1 "I-, T-1 I / A2 RSW I/A2 RSW Foundation -------------------------------- ---- 2k Floor Joist 1/�xl[0 A.B. per Schd w/7 sq x 1/4" washer 2k #2 HF Studs 9 115" onc slab c con Slob C* 2x6 p.t. sill plate 8t #4 ""� 0�. :�4 18" o.c. Horz. & Vert. min o'c' tightli 4" DS tightline 'A 1/2x10 A.B. per Schd w/2" sq x 3/16" washer r. sl. 4" concr. sl b #4 18" o.c. Horz. & Vert. min 18 #�4' or Ova 2' Hi-#4 10" o.c. Horz. " CIS tightline 4 S t 16" o.c Vert. w/6" fig hook " R- 0 I @ 10 9 lvg spc lvg spc 18" min Btm bars-1/2 of max spacing Z TT�l w W15 1 (2) #4 Cont. Horz, min (2) #4 Cont. Horz, tg 4" ftg drain 8 STAMAK) FOLMATICINI STEM WALL DETAIL CRARAGE & STEM FOLMATKDN WALL DETAIL ------------------ 1/2'= T 0' 2' 0" min 2x Top plate width Nail shthg to Hdr Q 3" o.c. e.w. A Header Per Plan extend over SW (3) 2x studs U.N.O. Nail shthg to se stud APA rated shthg gr SW sched. 8d Nails Q 3" Both Side o.c, (D Holdown p:r plan all plates, hdrs, studs X (3)2x plates Nail shthg to as plate (2) 5/8`x12" A.B, embed 7' min 8' conc stem wall 0#4 vert ea face #3 ties 9 8" o.c. Conc slab Grade F 6" min. Conc ftg w/(2)#4 top & btm (-,--\RAISED SHEARWALL DETAIL Q�RSW�� 11Z- V �0- 0#4 Cont, w18! end 4' nnIn cono slab hooks to grade bearn /w/#S @ 12'o.c, EW, I 6-x181AWx1AWWWF 24r� A, w� ped gr avel m k Z% 1\ ZZ\N 12"' 0#4 oont TypW Fbur� @ G-.W D- 1/2'= 11 0' 2 Story - 2 Car - 32 x 39 - 1938 sf - GL - Lots 1, 3, 8, 10 EPB4"4/, slab Fn 12' s s. I ono tube 24x24x 10 pad w/(2)#4 as way V @Sono Tubs ft DUAL ) N.TS. ANCHOR BOLT WASHERS shall be 3' x 3' x 1/4' thick per R602.11.1 Bolts shall be not less than 7 bolt diameters 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 and/or R403,1.8 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 & 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 posi, connect per R407.3 1' min air space betwen wood & concrete or use pros, trtd. Laminate multi joists w/ 2 rows 18d 9 16' o.c. stagger top/bot Slul>-out #4 rebar @ 18' oc. at concr. porch to reslat dIfferentlal setling Provide p.t. rim Joist patio REBAR REQUIREMENTS, 0#4 Continuous in fig, (1) 9 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 well 2 "wrovide #4 rebar 10' o.o, horz,/18' o,c. vert, 2� max height for 6" wall, 4' max for 8' wall Footings to rest on 2000 psf undisturbed soil, -�!AWL SJP,A EiNnTIALTION per R408.1 jje�ESV q min net (1/150) install (1-11 'xi6' screenidv 2 sq in each g 67 2�., rov"., net I 7� 8 ' provid d To Install ;n RIT ir� 741 41,1 �50-7 ' /15_ 11 q n :red �;�v.nt`wlthin & 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 ED%ION'DS BY411.13INGPIVISION PLANS EXAMIINER DATE 2x4 P.T, Naller In conc. pour 16' O.C. Form nall p1ns @ 12' o.c. T1 to hold naller In wall Wier In 0orc. Wall - Plan View 1/2'= T W ------------ '�2) #4 A 4' oono slab 10" min Fig to bear on fIrm undisturbed soil -10� I n 1, 1 hIckened S18b SOON (1AR 13 20119 My COVY Al T ----- ----- U� E CD SID 0 A A REVISIONS W 4- LU A-- CD 0 U) CN 0 �D M < 0 0 CL LL -0 I :j- "U-) _j U) 4- co U� 0 (y) W -J 0) F- = 4- LU 0 EL (1) (y) 0 C:) -6 X r_* CL L (4 11- (r) of -0 LU C af 7- 0 E < 0 -0 0 DO W Or-- +- W W Of -C 0 LU BY 19-b 901 1'0 -T 32' .<-5' 10" 12' On 10' 1- 1/2" - 6. on ------ 5x 2 conc patio T -1 - :�-- � 1 2 ,T , T FIJI' 3�' Carbon Monoxide Dectector per 315 Smoke DectEictor per 314 3:� Surface mount light 13 Recessed can light )(�e 50 cfm exhaust fan to ext. Xwo, )ooc ofm spot/whole he exhaust vtos Vent To Cutside X Fan/Llght Combo Single pole switch 3 way switch Duplex outlet 220 volt outlet on Ground Fault Interupt HI Frost Proof Hose Bibb First Floor IAll wells indicated to be SW-1, U.N.O. I STRUCTURAL LEGEND Headers 4xI0 DF2 U.N,10, Ist Floor GLB. 24F V4 UI — - — - — -- ObI FJ. - Beam SIAI ---- Shearwall -1 Hold Downs NOI All metal in contact with treated wood Shall be approved for such contact Additional Spew on Sheets A&S & Structuret Nlotes attached NOTEi Notching and Baring holes in studs For Interior and Exterior walls per 2012 IRC R802.6 (1) & R602.6 (2) Hold Stringer as It gh as pos ble Y t t 3\ —,S� o his Tread/Rissiers T-1 and shorten the fread/run as much as allowed For closet clearance I/A2 RSW SECTION AT STAIRS 2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 8 7 DOORS 4 Doo, 2 L Install bttoo WaterBl-k Fleshing 5. Mly 3/8 r op 900 Sealant 6 Install windowe, per renF. space 2. followed -ds noit 1S=,11ng 3, P., , V.&WaterBlock Co— Guai I. " efli, 2 1/2' — bt. cr�=Iw 4. Install aide Waten5lock nesh" both sides L-W is tzialsA 9 1 Wd f.l= and on ww 1dMId:51 Slip, .1ft goes on k�t the top P. &Skk tip All = .t% ead details ressin tm I, window flasI Fo, d— W r "1 —111 R Piece 80 =p=:dw non sticky Make on Ftaa� edge of I P-listick 9. 50 nI 6. ,;—Ip pea, UBC 10, P.I&S Si fl the da- windows. d:ka;n flange and p.1— la Install I on t = INSTALL ECTERI DDORS WITH TWO 2' t mw* it IrnI I t.,pfwm, Pan- tion wind= (for BE Ccr&-Hr cIiI 12, ste"t of the BEADS OF TOPP09RW CAULK. fienew OP"I U*.Uut —1, - W code WINWW/WOR FLASMG INSTA=nON DETAM - NW J�l cm b Engd Truss Q 24" o,c, X 0) 53 '211 Bath Master P 0 g,T-P,-UCTUR,AL REVIEW RA, F TI 'AS , ""IWED III STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEV�TEDOCUMENFJS J0 B# 0�0� D T q 4,-) it � 12 REVI ffW- —E-D BY �14 UPSTATE ENGINEERING 1206) 280.4715 - —1c, @Ei - �Z�, V. tFST—WNSTRED. 18' Floor, Truss - All Ducts wifhing open web truss Kitchen DR GR Crawl Space 6 mil v,b, (blk) Section A WIC �j 41 P) zo I BEAM 2x4 WALL 2xB WALL 4x (SAWN) (2) 2X4 (2) 2xB Bx (SAWN) (3) 2x4 (3) 24 3 1/8 (GLBO 5 1/8 (GLB) (2) 2x4 (3) 2x4 (2) 2X8 (3) 2XB 3 1/2 (MAW) (2) 2x4 (2) 24 5 1/2 OIA ) (3) 2x4 (3) 24 GIRDER TRUSS, (3) 2X4 (3) 24 HEADER 214 WALL 24 WALL (SAWN) 2X4 2X6 ---- 2;F- —�X—(SAWNO 3 1/8 MILE) (2) 2X4 2XII 5 1/8 (CLB) ---- (2) 24 3 1/2 (MAW) (2) 2x4 2X6 5 1/2 (MAW) --- 91 9�8 Q—f.2SI / STUD Q 1011T LOADS 11) X 0) ro 70 5060 hs 60 6080 sgd SGD & Window R.O. Ist 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 Abarturis EXTERIOR DOORS OPENING LAS PUERTAS EXTERIORES sin 1. Forma METAL -_SINGLE HANDICAP DOOR WIDTH PLUS 2' 81 5/8N PUERTA DE METAL PARA LAS SILLAS CON RUEDAS ANCHURA DE LA PUERTA MAS 2' 81 5/8' METAL SINGLE DOORS WIDTH PLUS 2' 82 1/2' UNA PUERTA DE METAL ANCHURA DE LA PUERTA MAS 2' 82 1/2' METAL - DOUBLE W/ASTG DOOR WIDTH PLUS 2 1/2' 82 1/2' PUERTAS DOBLES OE METAL CON ASTG ANCHUAA DI PtIERTAS MAS 21/2' 82 1/2' METAL SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 81 1/4' PUERTA DE METAL DUE ASHE FOR AFUERA ANCHURA DE LAS PUERTA MAS 2' 81 1/4, METAL W/SICELITE 14' 3/0 DOOR W/I S/L 53' PUERTA DE METAL CON VENTANA PUERTA 3/0 CON UNA VENTANA 53' 3/0 DOOR W/2 S/L 68' 82 1/2' PUERTA 3/0 CON DOS VENTAINAS 88' 82 1/2' WOOD DOOR SINGLE W/B DOOR WIDTH PLUS 2' 83, UNA PUERTA DE MADERA ANCHURA DE LA PUERTA MAS 2' 83, WOOD DOUBLE W/ASTG W/B DOORS WIDTH PLUS 2 1/2' 83, PUERTAS DOBLES DE MADERA CON ASTO ANCHURA DE LAS PUERTAS MAS 2 1/2' 83' WOOD SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 83' PUERTA DE MADERAQUE ABRE FOR AFUERA ANCHURA DE LAS PUERTA MAS 2' 83' WOOD W/SID2LITE 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 PRECOLOADA CLASICA ANCHURA DE LA PUERTA MAS 2' 82 1/2' INT. OBL W/ASTG DOOR WIDTH PLUS 2 1/2N 82 1/2' PUERTAS DOBLES CON ASTG Y CERROJOS ANCHURA DE LAS PUERTAS MAS 2 1/2' 82 1/2' INT, OBL 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 WIS DOOR WIDTH PLUS 2' 83' PUERTA SOLIDA (ENTIRE LA CASA Y EL GARAJ2) ANCHURA DE LA PUERTA MAS 2' 83" POCKET DOORS FRAME TYPE LAS PUERTAS ESCONDIDAS ACME (LADDER TYPE) SINGLE OBIL 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 DBL DOOR WIDTH PLUS IN 84 3/8N UNA PUERTA JOHNSON ANCHUAA DE LAPUERTA DOBLE MAS 1' 84 3/8' JOHNSON (VERT. STUD) DOUBLE OBL DOOR WIDTH PLUS 0' 84 3/8' JOHNSON PUERTAS DOBLES ANCHURA DE LAS PUERTAS MAS 8' 84 3/8' BIPASS LAS PUERTAS DUE SE PASAN BIPASS WDRYWALL JAMBS DOOR CALL -OUT SIZE -1- 83 1/8' CON JAMBAS DE YESO, TAMANO DE LA PUERTA -1- 83 1/8' BIPASS WWOOD JAMBS DOOR CALL -OUT SIZE PLUS V 84, CON JAMBAS DE MADERA TAMAND DE LA PUERTA MAS 1' 84' BIFOLDS LAS PUERTAS De DOS HOJAS BIFOLD WITH WOOD JAMBS DOOR CALL -OUT SIZE PLUS 2' 82 1/2' DE HOJAS CON JAMBAS OE 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 TAMAND OE LA PUERTA MAS 1 1/4' 81 1/2' an vinilo BIFOLD W/ORYWALL JAMBS DOOR CALL -OUT SIZE PLUS 1 1/4' 92' ON CARPET DE HOJAS CON 1/2' JAMSAS TAMANO DE LA PUERTA MAS 1 1/4* 82' on allembro E ca 'a REVISIONS I P M M 0 -4 #11: 4- W 0) U) (D CD 0 0 LL I D 0) U) ILL -0 00, C) --T _j Ln 4- 00 0 co -1 0) W I W C) 0) CL a) 0 — 01 = 0 X CL C- 04 CL U) -0 W C: 0 E -0 co W w N 0 W I- U) �-1 I- M 1714 CN RESUB JUL 2 5 2018 BUWE .WME O('I:')E .,r 32' �5- 10" 12' 0"— - 2.— __ 6. 0"� 10' 1_1� 5x 2 conc patio Lr) - .< T \ I Carbon MonoxIde Dectector per 815 Smoke Dectector per 314 3:� Surface mount light 03 Recessed can light Xm 50 ofm exhaust fan to ext. X— >= ofm spot/whole he exhaust vtos Vent To Outside X FanI Combo Single pole switch 3 way switch Duplex outlet 220 volt outlet Ground Fault Interupt Frost Proof Fbse Bibb 2 Story — 3�' First Floor All sjndicated _talL to be SW-1, U.N.O. STRUCTURAL LEGEND Headers 4xI0 OF2 U.N.O. let Floor GLB, 24F V4 URO. — - — - — -- DbI F.J. Beam SW-1 Shearwall -1 Hold Downs NOTE, All metal In contact with treated wood Shall be approved for such contact Additional Specs on Sheals A6-8 & StIucluial Nlotes attached NOTS Notching and Boring holes in studs For Interior and Exterior wells per 2012 IRC R602.6 (1) & R1502.6 (2) Hold Stringer as high as possible to the Tread/Risers and shorten the tread/run as much as allowed For closet clearance 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 8 DOORS Vindow 1-14 Dow 4. �32 2 L Install bottoa Wot�Blook Flashing 5. A I jpp. 3/8 b, T 6. Install windows pw nanf. spacs 2. followed rall f4.�P 900 Sealant Z Inst. :�� n=&SfAck,Sn__" a Pas, a Spaw.".15111.11 =Z-11-brtlPfront _U t 4. Install ald. W.t.rBlodk fl-Mg both aid. data a Th. W Is Rat Q and 1`61 ard on too P 0 All thn, tp. and dt.i —ain the Z with window fladang For cl� wi;h.n=IlnZ a Plac. 50zPo=ndar non stickY 9, 60 ffdn Mor —lap ps, UNIC -k. — . 10I PssI&S nave and paper 13. Install over fl.9' ft d— 1. Inat.II lik. windows on sIdT a OZ� .dq. of w Pa.I&S11.k 6' horz, owl t & Paoa� tj Sid 0, *Ar ' tal tto window 2- t. .11'p 11.1 11 as PP flashing INSTALL EXTERIOR DOORS Vw SF Cando-18' rlep) 12. �= o.,t IC6 Of the BEADS OF TOPP See CAULeM TWO V- -arlp - w cad. WDWW/WOR FLASMG WMIUTION DETAM — NM Section A BEW PER MM OBIL If BEAM 2�4 WALL 24 WALL 4x (SAWN) (2) 2x4 (2) 2x8 6x (SAWN) (3) 2x4 (3) 24 3 —1/8(GLB) 5 1/8 (GUB) (2) 2x4 (3) 2x4 (2) 24 (3) 2xB 3 1/2 (MANF) (2) 2.4 (2) 24 5 1/2 [MANF) (3) 2x4 (3) 2xO GIRDER TRUSS (3) 2x4 (3) 24 HEADER 2x4 WALL 2x6 WALL 4x (SAWN) 2X4 2xB Ox (SAWN) ---- 2xB 3 1/8 IDLE) (2) 2x1 24 5 1/8 MILE) ---- (2) 24 3 1/2 OHANF) (2) 2x4 24 5 1/2 111 ---- (2) 2x8 POST_./.STUD 9 POINT LOADS header (Tq _ua 1 5050 hs 50 6080 sgd SOD & Window R.O. let Floor Bev. View ROUGH OPENING FRAMING DIMENSIONS LA VENTA OE PUERTAS LAS MEDIDAS DE LAS ASERTURAS CONSTRUIDAS TYPE WIDTH ROUGH TIPO De PUERTA De ANCHURA La Abartura EXTERIOR DOORS OPENING LAS PUERTAS EXTERIORES sin la Forma METAL- SINGLE HANDICAP DOOR WIDTH PLUS 2" 81 5/8' PUERTA DE METAL PARA LAS SILLAS CON RUEDAS ANCHURA DE LA PUERTA MAS 2' 81 5/8' METAL _ SINGLE DOORS WIDTH PLUS 2' 82 1/2' UNA PUERTA DE METAL ANCHURA DE LA PUERTA MAS 2' 82 1/2' METAL - DOUBLE W/ASTG DOOR WIDTH PLUS 2 1/2' 82 1/2' PUERTAS DOBLES OE METAL CON ASTG ANCHUAA DE-LAS PtIERTAS MAS 21/2' 82 1/2' METAL SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 81 1/4' PUERTA DE METAL DUE ASHE POR AFUERA ANCHURA DE LAS PUERTA MAS 2' 81 1/4, METAL W/SIOELITE 14- 3/0 DOOR W/I S/L 53' PUERTA DE METAL CON VENTANA PUERTA 3/0 CON UNA VENTANA 53" 3/0 DOOR W/2 S/L 68' 82 1/2' PUERTA 3/0 CON DOS VENTANAS 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' 83N PUERTAS DOBLES DE MADERA CON ASTG ANCHURA DE LAS PUERTAS MAS 2 1/2' 83' WOOD SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 83' PUERTA DE MADERAQUE ABRE POR AFUERA ANCHURA OE LAS PUERTA MAS 2' 83' WOOD W/SIOELITE 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 PLERTAS PRECOLGADAS INTERIORES SINGLE PREHUNG DOOR WIDTH PLUS 2' 82 1/2' PUERTA PRECOLGADA CLASICA ANCHURA DE LA PUERTA MAS 2' 82 1/2" INT. OBL W/ASTG DOOR WIDTH PLUS 2 1/2' 82 1/2ff PUERTAS DOBLES CON ASTG Y CERROJOS ANCHURA OE LAS P JER AS I'M 2 IM INT. DBL W/ROLLER CATCHES DOOR WIDTH PLUS 2' 82 1/2' PUERTAS DOBLES SIN ASTG ANCHURA DE LAS PJEFPRVMED PLAN ArEfto HOUSE TO GARAGE WB DOOR WIDTH PLUS 2' 83' PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE) ANCHURA DE LA PUE RTA*A§FADMONDS BURZING DI POCKET DOORS FRAME TYPE LAS PUERTAS ESCONDIDAS ACME (LADDER TYPE) SINGLE DEL DOOR WIDTH PLUS 2" 84 3/8' UNA PUERTA ACME ANCHURA DE LA Pl.WhNgffit ;'5��14 3/8" ACME (LADDER TYPE) DOUBLE OBL DOOR WIDTH PLUS 1 1/2' 84 3/8' ACME PLERTAS DOBLES ANCHURA DE LAS I UERTAS W S MI/2" J/13. JOHNSON (VERT. STUD) SINGLE OBL DOOR WIDTH PLUS 1' 84 3/8' UNA PUERTA JOHNSON ANCHUAA DE MAS LA PLI Ey# 3/8' JOHNSON (VERT. STUD) DOUBLE OBIL DOOR WIDTH PLUS 0' 84 3/8' JOHNSON PUERTAS DOBLES ANCHURA DE AkOBLE LAS PI) A BIPASS LAS PLIERTAS DUE SE PASAN BIPASS W/DRYWALL JAMBS DOOR CALL -OUT SIZE -? 83 1/8' CON JAMBAS DE YESO TAMANO DE LA PUERTA -1' 83 1/8" BIPASS W/WOOD JAMBS DOOR CALL -OUT SIZE PLUS 1' 84' CON JAMBAS DE MADERA TAMANO DE LA PUERTA MAS 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/ORYWALL JAMES DOOR CALL -OUT SIZE PLUS 1 1/4' 82' ON CARPET I DE HOJAS CON 1/2' JAMSAS TAMANO DE LA PUERTA MAS 1 1/4' 82' on alambro 'ED ISION E C0 1 ID 5: IE REVISIONS :z r7i 0 W ID (f) (1) M " -r- (S) (If M 0 1 0 _j ILL (S) M (j) (if H-4 ,, U_ — -0 OD L) _-T (4— _j En I in 4- co 0 lv� _j (y) W H-4 4- W 0 CY) cL a) 0 — M = 0 X CL L- 04 CL (y) M En af _0 W C r 0 E L) 0 _0 1:0 W (N W 0 W It- U) CN n OOT STRQ!2TjQLF3ALLR aV_11 E W' THIS DRAWING HAS BEEN REVIEWED FO STRUCTURAL REQUIREMENTS ONLY PER TH E ATTACHED RPI Amr, MAR 13 2019 REVIEWED BYA1Wj- UPSTATE ENGINEERING (206) 2804715 -jcns@,pSd C,m VOID IF STAMP INK NO r hZ2;. * Carbon Monoxide Dectector per 315 * Smoke Dectector per 314 ):� Surface mount light El Recessed can Ilght )Cm 50 cfm exhaust fan to ext. X— xxx ofm spot/whole he exhaust vtos Vent To Outside X Fan/Llght Combo Single pole switch 3 way switch Duplex outlet 220 volt outlet m Ground Fault Interupt I -a— Frost Proof Hose Bibb Second Floor All wells indicst sd_ 0. to be SW-1, E.N STRUCTURAL LEGEND Headers 4x8 DF2 UX0. 2nd floor GLBi 24F V4 U.N.O. — - — - — -- Dbl F.J. Beam SW-1 ---- Shearwall -1 Hold Downs NOT6 All metal in contact with treated wood Shall be approved for such contact Addltlonal Spew an Sheets A6.8 & ShmtLral Wigs atlejohed NOTEI Notching and Boring holes in studs For Interior and Exterior walls per 2012 IRC R602.0 (1) & R602,5 (2) 4/A5 Whole Hs Fan; Label shall be fixed to control that readst 1 Whole House Ventilation See Operating instructions 2012 IRCM 1507.321 2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10 Roof Plan STRIYC�-TURALRF�'T T jTR— His AVVING HAS BEEN REVIEWED FOR STRUCTURAL REOUIREMENTS ONLY PER T,E —ACHE11 RELEVANT I)OCU" ..... joB#-oUjL DAT REVI�VVED By VOID E8 A REVISIONS N 4- 0 1- LL 0 0 a) (D CD (If 0 0 _j ILL CD (M 0 11 L) :�- �: w CL 0 - 4- -i in —J En 0 00 CY) W a) w a) D.- a) 0 (Y) = 0 X 0- L- (%4 11- CY) U) Ln = -0 W C 0 E 0 -0 Do W W U) 0 W It- U) RESUB JUL 2 5 20 i:�, Y �md— M � TIGHT M SDUD MXG eo�y �s F8R KA WOF SHEA7HW M MAN .M" (OR W TM.GS) W STU) TRUSSES OR RAFTERS PARALLEL TO WALL SHEW� � � SHEAKWALL M Z TIGHT FIT S Ir DLM W� TIGHT FIT SDUD &M BOUND41W M S RM PLAN f: MLS PER KA BMMW K ROOF SHEATHING PER PLAN RDOF SHEATHING PER PLAN TlaGS NMI PER KAN WDRIOLS RDOF FRAHM MR SOLID � W co- M a $III) V L� W Ql- led a $1113 ;TR Pe"PENOTCLILAR To WALL 's r s" 'S _T" OOF SH AR TRA FER ._ V 0 =112 2x Blocking w/ Wall per plan--, I I K1.411— Rim Joist ----[ N' FJ per plan A35 per SW Schedule Wall Framing per plan Shear Transfer 9 Cant. Joists 1/2" - V 0" resist 200 11b load any direction Recess Into f oor w/solid blocking (3) 16d ea side Underlayawt 2x Joist IS RAIL WALL END STU)S 0,sctionView, 1/2' - V 0" Shear-11 par plan King Stud continuous f am bottom to top plot,, each side of opening LSTA21 w/ lad Center & Edge (typ 2) of opening (tUp 4) IMMME —�pan.l edge -111.g� pull Height WINDOW OPENING 11 2x flat blocking between studs as required (tWp 4) Holdom par plan Holdown per plan(:D PERFORATED SHEAR WALL DETAIL 1/2" - v e,, CATHEDRAL CEILING FALSE BEAM DETAIL 1/2" - V 0" 2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10 CL a) CL C 0 CL L a) 0- 12 24" 01 Eng'd �rus y �Zp R-49 F.G, Insulation Dbl 2x top plate 4x8 #2 DF header or as noted 2x F,J. per plan Insul Hdr R-10 20+ yr F.G, roofing 15# roofing felt 7116 OSB sheathing Insulation baffles Rafters 9 24" o.c, Insulation baffles lid Blocking Framed roof olid Blocking 1x8 Fascia 2x6 U J' I " O.C, 26g Alum. Gutter 8d Galv, 9 6" o,c. diaph, to top plate) if within 5' setback no vented blocking use Cor A vent/Smatvent J.pt I hr const per IRC 8" Horz, Hardboard Lap Siding on 7# felt 7/16 OSB corner sheath nail 8d 9 6" edge/12" field (tWp) or per engineer calos for shear 2x15 studs 16" o.c. #2 HF or better R-21 F,G. insulation attach stub or use 4 mil vb 1/2" GWB 2x6 base plate, w/16d 8" o,c, & 16d Q 6" o.c. slant nail 2x 10 Rim Joist with 3 16d each Joist 2xb pressure treated sill plate Simpson A35 Q 32" o.c, Mudsill Anchor per schedule 2x F,J, per plan R-30 6" & 8" PC fnd wall #4 18" o,c, horz. & vert, min Bx12 & 8xII5 footer7zk— Over 2' Hi - #4 10" o,c, horz,, 16" o,c. vert. Slope grade 9 1/4" per foot away from foundation All I per me er ra n n s one, onnecr lo approved discharge to daylight 4' die. tightline roof drain separate from perimeter footing drain to daylight 18* min Crawl space, 12' min under beams 6 mil black vapor barrier with 12' lap seams TYPICAL 2 STORY SECTION 1/4'. - 11 0.1 Eng'd Truss / Site If open rail is used then space balusters so a 4' sphere will not pass through LSU 210 Hngr or A35 each stringer (typ) 6' S' 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 R311,78,2 Rail 34"-38" above stair 2x treads and Ix risers-7!� 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 CO 0 'CI Do ls�ill or 931 - - TC�TURAL REVIEW TNI§ OPAV/wo L��O�EN REV1EVMF.R MUOTONAL PEOUIREMENTS ONLY PER Frame THff ATTADHLO RELEVANT DOC JOB# DATE REVIEVVE) BY ) "'IT I 1.,N,13��N�, 006 2801117 LG �� , Vol') "TAMP INK NOTRID. from nose of tread 2x4 16" oc. studding anchored �o stringers and floor GWB both sides continuous .36" wide min, landing 1-SU 2 10 Hngr or A35 ?x tr gers 10"Iti-S.P41n 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 R302.11 TYPICAL STAIR DETAIL Per R311,5 1/41, - 11 0" TYP WALL / WINDOW SECTION 2nd Floor 1/4" - V 0" NOTE. Splice and nail top plates as shown at all Exterior walls, shear wells and at each floor level and at roof, TOP PLATE SPICE ELEV, 1/41. - 1. 01. gE Cc -0 z REVISIONS rl� C4.- 0 L0 (D a) CD -r- 04 U) Z, U) _J < w CL 0 — -0 CD 06 Ln —j --Z U) CID (6 +2 M w 0 —j -I- LU u o) CL 0) 0 — M = 0 X EL L- N 11- (y) UO) Ln f -0 W C: O:f 0 < E 0 -0 C0 W IN or- +- UJ U) N 0 F- LL1 (f) RESUB JUL 2 5 2018 E WALL 90, � PIT Sam &W MY RAILS FER � SWATI450 PER FILM ING R � (OR RcNF TRUSS) W/ STIJI] TRUSSES OR RAFIESS PARAI I EI TO WALL S�EARWAU- PER G"WALL ISR PLM TIGHT F17 Sam am TOO FIT SaM BUm F71 IV ScIMARY NAILS PER �R 110MARY MILS PER �N ROOF S�ATKM PER RioP 9EATHING PER TRUSS WIND) FER PLAN 2X WITIM.101.6 MXF R� Rea Sam am W/ led EA STUo KV L .7 W M EA STUO YP 2 LOW ROOF SHEAR TRANSFER-T� 1/2" - 1- 0" par pier Wall per plan 2x Blocking w/ I I Edge Nailing Rim Joist --/A N' FJ per plan A35 per SW Schedule Wall Framing per plan GShear Transfer 9 Cant > resist 200 lb load any direction Recess Into floor w/solld blocking (3) 16d ea side Under aynn 2x Joist 4D STUDS King Stud continuous from —bottom to top Plates each side of opening LSTA21 w/ 10d Center & Edge (typ 2) of opening (typ 4) Mimi N panel edge nailing Full height WINDOW OPENING] 2x flat blocking between studs as requi�edl OUP 4) Holdown per pl Hold— par plan ERFORATED SHEAR WALL DETAIL e—� 1/2" - 1' 0" THEDRAL CEILING FALSE BEAM DETAIL 1/2" - 1- 0" 2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10 12- 20+ yr F.G, roofing 6 15# roofing felt 2x8 Rafters @ 7116 OSB sheathing 2x8 Rafters 9 24 01C. 24" OIC. Insulation baffles Insulation baffles Eng id Truss (typ R-43 F.G, Insulation C, lid Blocking Framed roof lid Blocking � I Z Le JOL.1 I I A ---4 1X8 Fascia 2x6 CJ Dbl 2x top plate 215g Alum. Gutter 4x8 #2 OF header 8d Galv, Q 5" o,c, C or as noted diaph, to top plate) within 5' setback �ifno vented bloclin t �' use Cor A van mBrtvent opt I hr ronst car 8" Horz. Hardboard Lap Siding on 7# felt 7/16 OSB corner sheath nail 8d Q 6" edge/12" field (typ) or per engineer calcs for shear 2x FJ. per plan 2x8 studs 15" o,c. #2 HF or better Insul Hdr R-10 R-21 F,G, insulation attach stub or use 4 mil vb 1/2" GWB 2xI5 base plate, w/115d 8" o,c. & 115d 9 6" o.c. slant nail 2x10 Rim joist with 3 16d each joist 2x6 pressure treated sill plate Simpson A35 9 32" o,c. -MLidsill Anchor or A,B. per schedule Slab on grade 4 18" o,c. horz. & vert. min 8.1 PC fnd wall,, Over 2' Hi - #4 10" o,c, horz,, 16" o.c, vert, 8x18 foot Slope grade 9 1/4" per foot away from fnd 4' dia. tightline roof drdi n sepi irate perimeter footing drain to daylight 6 mill black vapor barrier 'witb_12'-Iap seams TYPICAL 2 STORY SECTION 1/4" - P 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) 6' 8' min clearance to nose *of tread Firestop adjacent walls per 708,21 At all stair locations 1 1/4" - 2" dia, continuous full length handrail with 1 1/2" min, space to wall 2x12 Stringers a to Return ends to wall or terminate at 10" tread (min 10") post per R311.7.8.2 Max, 7 3/4" rise Rail 34"-38" above stair nosing wl 3/4" to 1 1/4" nosing 2x treads and Ix risers____, 6" sphere does not r-ireprotecl enc,osed under slair wa s; ass throuirh and soffits with 1/2 GWB Guard/Handrail to sustain t' Firestop Adjacent walls per R302,11 200 lb load 4" sphere does not Balusters to sustain 50 lb load pass through N9 Hdr 0 0 s co i or from nose of tread 2x4 16" o.c. studding anchored to stringers and floor GWB both sides continuous 36" wide min, landing 1-SU 210 Hngr or A35 TYPICAL STAIR DET� TYP WALL / WINDOW SECTION 2nd Floor 1/41, - 11 0.1 Per R311.5 1/4.1 - 1. 01. 10TVISEDPLAiNAPPIZOVED �11 y UP EDMONDS BUILDING DIVISION PLANS EXAMINER — 1;,— — DATE ', (I ', NOTEi Splice and nail top plates as shown at all Exterior walls, shear walls and at each floor level and at roof. TOP PLATE SPICE ELEV. R' ow A s I k-') � � �' REQUIREMENTS ONLY PER D RELEVANT DOCUMENTS. E < is C0 ID IE REVISIONS r" 4- 0 LO a) 0) a) = CD U) CD C0 -J W CL 0 -0 CD 05 c,5 -J In OD in co -I- a) W 0 —J W 0 a- a) 0 — W 0 X CN M CD in D:f W M: 0 E L5 0 -0 10 w W +- W cr) >- 0 W CN 04 REVIEWED BY. Upstate Engineering Services PO Box 952 Lynnwood, Wa 98046 (205) 280-4715 UpstateEngineerC?gmail.com General Structural Notes - Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2016 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 1500 PSF BEARING CAPACITY, BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6' MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8' LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES, CONCRETE fc = 2500 PSI MINIMUM 6-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 U3 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 ASTIVI A-186 AND SHALL BE 6XI5 W1 A X W1 A. 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) 24FV4 (24F-V8 @ CANTILEVERS) 2x- TIMBER SHALL BE KILN DRIED, GRADES SHALL CONFORM TO ?WWPA GRADING RULES FOR WESTERN 1_UMBER?, 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. ROOFD1APHRAGM INSTALL MINIMUM 1/2'CDX PLYWOOD (32/16) OR7/16"OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6 0.0, AND INTERIOR SUPPORTS WITH 8d AT 12' OC,, BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-1-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" 0C., 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 RISH CATEGORY 11 ULTIMATE WIND SPEED - 110 MPH IMPORTANCE, 1=10 WINDOW EXPOSURE, B KZt = 1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le = 1.0 SS = 1260 SJt9 Class� D S1 = OA93 SEISMIC DESIGN CAT, D SIDS = 084 SEIS. FORCE RES, SYS, A,16, SD1 = 050 DESIGN BASE SHEAR = 6878 lbs CS = 0.18 RISK CATEGORY 11 R = 6.5 SHEARWALL & HOLDOWN NOTES (U.N.0) Upstate Engineering Services PO Box 952 Lynnwood, Wa 98045 Datei 9/8/2017 (205) 280-4715 UpstateEngineerC?gmail,com Job # 0808 (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=0,148"x3 1/4", 115d=0,1152"x3 1/2", 115d Sinkers=0,148"x3 1/4" (6) Install Hl's on all trusses/rafters, A35's at 24" o,c, gables & rim joist (or solid blkg) to top plate (sill plated at fnd) UNO; When specified spacing is less than 2-1" o.c,, install A35's at roof solid blk'ing to SW top plate, and install H I or H2,5 on all trusses/ rafters, LTP4, LTP5, or LS50 can be substituted for A35, Conn, per Simpson Strong -Tie or equal, (7) Min 3x or dbl=2x stud lam'd w/ (2)= 15d 9 5" 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, UNC, HOLDOWN SCHEDULE SIMPSON U.N.O. Mark Vertical Hold down / Fasteners to Foundation Horiz, Strap X(D (2)-Studs Min UNO Anchorage -X(1)(4) Comments T-1 STHD14/14RJ (38)/(30) - 15d N/A T-2 15d sinkerst to ea N/A Wrap Bm/Hdr as req'd IMSTC40 10 connected member SHEARWALL SCHEDULE Sheathing- Applied to Sheathing Edge Nails #5 Roof to Top Plate Sill Plate Anchors w/ Mark 2x HF studs 9 16" o,c, All Edges Blocked Base Plate Floor to Top Plate 3" x 3" x 1/4" washers *(2) UX0, Below (do not penetrate past flush) Nailing #5 & Sill Plate X(13) see note *(8) SW-1 711195" OSB 8d 9 5" o.c, (12" o,c, fld,) 15d 9 12" o,c. H 1 9 24" c,c. 5/8" dia x 10" AB's Q 50" o.c. or A35 Q 24" o.c, SW-2 7115" OSB 8d 9 4" o,c, (12" o.c. fld,) 115d 9 8" o,c, A35 9 20" o,c, 5/8" dia x 10" AB's Q 48" o,c, SW-3 7/16" OSB (-X7) 8d 9 3" o,c. (12" o.c, fld,) 15d 9 6" o,c, A35 9 15" o,c, 5/8" dia x 10" AB's 9 48" o.c. SW-4 7116" OSB (*7) 8d Q 2" o.c, staggered 16d Q 4" o,c, A35 Q 12" o.c, 5/8" dia x 10" AB's 9 16" o,c, 1 (1211 o.c, fld) I RSW OSB Both Sides (X-7) 8d Q 2" o.c, staggered See Detail 1 A2 �7/115" (12" o.c, fld) 2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10 0 '0 REVISIONS Cf) w _j U) 0 _j _j U� W w 0- 0 EL W 0 co 0 4- 0 4- CD a) 04 (N CD 06 4- U) 00 Ln 4- 0 _j CY) a) M 0 X L. (N a- cy) U) 0 < E 0 -a W C14 LLI 0 LLI STRLICTURAL RE -VIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS CNLY PER CDs THIE ATTACHED RELEV�NTEDDC .V D T J()R - 04�_ REVIEWED BY UPSTATE ENGIN t2nQ� �20-4715 V 0 D W STAmP INK NOT RED. RESUR JUL 2 5 2018 11I0A,R,11!%TIRA7 . ,Wff SPECIFICATIONS VENTILATION AND INDOOR AIR QUALITY CONTROL-2015 CODE Sizei per IRC 2015 Where ceilings are applied direct to the underside of rafters, cross ventilation shall be provided by maintaining a an unobstructed V air space on the underside of the roof sheathing for save to peak inlet/outlet air flow. Vent Blocksi three (3) 2" diameter holes - 6.59 square inches net (70% locate at corners and evenly between for attics, and at each cavity for cathedral roofs Net Venti 1/150 of attic spacei 1/300 if half of required ventilation area is three feet above the save vents, or if warm side vapor barrier is present. Screeni 1/4' corrosion resistant metal mesh required. Gable and Roof Ventsi locate as high as possible, Crawl space ventsi minimum I square foot per 150 square foot of foundation area. Source specific ventilation systemst required in kitchen, baths, separate toilet rooms, spa, and other rooms with excess moisture. Source specific fans must be controlled by a manual switch and dehumidstat, timer or automatic control which must be readily accessible, Kitchens: minimum 100 cfm Bathroomst minimum 50 cfm Whole house ventilation sWstemst required with automatic and manual overide controls capable of allowing continuous and intermittent operationj 24 hour automatic control must provide minimum of two 2 hour ventilation cycles each day. AC/Ht minimum .35 and maximum .5 air changes per hour,, CFM, minimum 15 ofm In each bedroom plus 15 cfm for combined living area Sone ratingi maximum 15 at 0.1 inch water gauge. Fen cfm flow ratingi 0.25 inch water gauge static pressure. Duct terminations: terminate outside the building with back draf t dampersl Exhaust ductsi insulated with R-4 within unconditioned spaces. Supply ducts, insulated with R-4 within conditioned spaces Interior doorst not to impede air flow to whole house exhaust fan. Air Inletsi outdoor fresh air to be screened and protected from entry of insects, leaves and debris Locate away from noise and air pollutionj do not connect to attic, crawlspace, hazardous or unsanitary areas, fuel burning appliance areas, minimum 10' from vent opening of plumbing drainage system, appliance vent outlet or other source of odors, fumes or flammable vapors unless inlet is at least 3' below such vent opening; Each habitable area shall have outdoor air inlets with controllable secure opening of at least 4 square inches at top of wall or windows with back draft dampers, Alternate fresh air supplyi integrated with furnace; with 6" diameter duct from exterior to return air plenum with manually adjustable flow clamperl furnace fan to be operated by 24 hour clock. Proof of performance testing and letter of compliance required for inspection. Mechanical Penetrationst to be caulked/foamed and sealed; with firestops as requiredj exterior wall electrical boxes sealed or gasket provided at device plates. Rim Joisti to be sealed at heated floors or covered with exterior Infiltration wrap such as tyvek and fully insulated, Recessed Light Fixturesi to be type IC rated with no penetrations to ceiling cavity and sealed, or gasketed to prevent air infiltration, or any type rating located within an air tight enclosure, or type IC labeled to be maximum 2 cfm at 75 pascals. Joint seals, g7kets, weatherstrippingi required around all openings suc as doors windows and access panels, and at all structural joints such as sill plates and roof/wall joints to limit air leakage. All operable doors and windows to be made to be tight fitting to limit/omit infiltration in or out of the building, Vapor Barrieri required at exterior walls, stick framed rafters, vaulted ceilings, attics less than 12", and roof space cavities used as duct spacel use well stapled (maximum 8" o,c, with less than 1/ 16" gaps) faced insulation, 4 mil poly vapor barrier with sealed or 66 lapped joints) or low perm rated U or less) interior paint (show proof). Crawl Space Vapor Berriert cover exposed ground with 6 mil black poly or equivalent with 12" overlaps extended to foundation walls. INSULATIONi (heat calculations and wall and ceiling R values by others) fill open and isolated exterior cavities with uncompressed insulation (not to be compressed by mechanicals)j used properly stapled faced batts or separate vapor barrier as described above; use rigid insulation board behind recessed wall fixtures; under floor insulation support by twine, lathe or other means not relying on batt compression; attic access cloori insulate, weatherstrip and baffle. concrete grade slabi insulate 24" perimeter with R-10 rigid foam board with interior and exterior thermal breaki alternate basement wall Insulationi interior furring for insulation batts or protected R-10 rigid foam board or permissablej supply duct Insulationi R-8 in open areaj R-5 in slabj installed according to WSEC table 4- 15i pipingi hot water, steam heat and recirculating hot water pipes to be insulated with R-3 according to WSEC table 4-1 R312.6 Freeze Protection No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, where necessary, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to a min R-4. R802.3 Framing Details. At all valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less In depth than the out end of the rafter. R312,2,1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches (1829mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a min of 24 inches (810mm) above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow passgae of a 4 inch diameter (102mm) sphere where such openings are located within 24 inches (610mm) of the finished f loor. Exceptionst 1. Window whose openings will not allow a 4 inch diameter (102mm) sphere to pass through the opening when the opening is in its largest opened position. 2. Openings that are provided with window fall prevention devices that comply with ASTM F 2090. WSEC R401.3 Certificate A permanent certificate shall be completed and posted on or within 3 feet of the electrical panel by the builder or registered design professional. The certificate sahll list the R values of the insulation installed in or on ceilling/roof, walls, foundation, and ducts outside of conditioned spaces: U-factors and solar heat gain coefficient of glazing, and the results of required duct testing and building envelope air leakage tests. The certificate shall list the types and efficiencies of heating, cooling and service water heating equipment 2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10 GENERAL SPECIFICATIONS ADDRESS SIGNSi prominently displayed in contrasting color, plainly visible from the street, SAFETY GLASSi comply with IRC R308, Federal and State regulations, SKYLIGHTSi double dome, shatter resistant, plastic, type CC2, with 5" minimum crown or double glazing laminated safety glassi self flashing assembly or provide minimum curb. FRAMING DETAIL INSPECTIOM all holdowns, framing anchors, and shear wall nailing to be exposed until after inspection. R314 EGRESS WINDOWSs Per R310,1 maximum 44" fromfloorto finished still net opening minimum 5 sf 9 grade,5.7 square f set abvj minimum sash width 20" and minimum sash height 2�11, TUB & SHOWERt firestop showers minimum 30" 0. with surfaces of 1024 S.I. smooth non-absorbant wainscot up 70" with water proof gypsum wallboard backing with no vapor barrier allowed behind at exterior walli 25 gpm shower flow restrictors; Safety Glass enclosures. STAIRSt (perR311.5) risers 7 3/4" maximumj treads 10" minimum, handrail height between 34" and 38" above nosing with diameter of 1 1/4" to 2" andends returned to wall or newel post; GWB on walls and ceilings under stairsi f irestop between studs and stringers; provide minimum 6' 8" clearance height from tread nosing to ceiling vertically. TRUSS DRAWING& by truss manufacturere/supplier Shall conform to the design specs for light metal plate connected wood trusses as adopted by the Truss Plate Institute (TPI), All trusses shall be preservative treated OF meeting min stresses as specified for structural Lumber above, Shall be designed for the following min, loads: Coupled w/ A concentrated load of 250 lbs ENERGY CALCULATION& and Insulation R values by others FOOTINGSi exterior footings to extend 18" below gradej interior crawlspace footings to extend 8" below grade, strip all decomposable forming material before backfilling, GARAGE APPLIANCE& all electrical devices (swithces, burners, and pilots) minimum 18" above f loor, appliances to be UL approved with auto shutoff switchj protection bollard ducting in to garage to be 26 guage galvinized (w/no openings) secure HW tank w/2 steel straTs top&btm and set on R-10 Insulation board basei exten pressure relief line from valve to exteriorj HW tank to be labeled 1987 NAECA, HARDWAREt All finish hardware shall be Schalge or approved equal. GARAGE FIRE SEPERATION WALb Type IIXI. 5/8 GWB protection on all structure common to living space and all bearing walls - sills, walls, columns, beams, floor joists - from foundation to roof sheathing or over entire ceiling, Type 'X` 5/8" GW13 on common ceiling with living space above, REQUIREMENT& Contractor shall verify all site conditions, building dimensions, prior to procceding with the work. Any variations from conditions and dimensions shown on the derawings shall be reported to the desinger for resolution prior to proceeding with the work. Written dimensions shall have precedence over scaled dimensions, FIREPLACEi UL Approved with label displayedi installed according to manufacturers specificationsl glass doors Installed with tight fit. OPTIONAL GAS FIREPLACE Must be UL approved with label displayed. Install per manufacturers specifications and UMC. Provide tight fit glass doors, SMOKE DETECTORS Provide smoke defectors per R314 with 110 volt and battery backup interconnected in each bedroom and level, Locate near the high point in rooms with sloped ceilings, Carbon Monoxide Dectors required outside ea sleeping area per R315 TYPICAL ROOF SHEATHINGi 1/2" COX Plywood index 32/16, unblocked, w/ face grain perpendicular to framing below, stagger end joints. Nail as f ollows: Diaphragm Boundary and over exterior walls and shear wallsi 8d 9 5"o.c, All supported edgesi 8d Q 6"o,c, Fieldi 8d 9 12"o,c, TYPICAL FLOOR SHEATIHINGi 3/411 T&G, COX Plywood, index 40/20, unblocked, laid up w/ face grain perpendicular to framing below, stagger end joints. Nail as follows: Diaphragm Boundary and over exterior walls and shear wallst 8d Q 15"o,c, All supported edgest 8d 9 Wo.c, Field: 8d Q 10"o.c, Structural I Grade, conforming to U,S, Product Standard PS I and shall be pressure treated FRAMING/SHEATHING LUMBER Field protect all cut surfaces of lumber with preservative which shall be applied In accordance with manuf: a recommendations, Contractor to provide adequate bracing and shoring for all structural members during all phases of construction, All structural lumber shall be DF/L, #2 or better and treated In accordance to Sao R,920 IRC 2015. All new framing members, rafters, joists, and beams shall be fastened with "Simpson' metal connectors or approved equal to provide a continuous load path from roof to foundation to resist high wind forces, All finish surfaces shall receive 1 coat prime and 2 coats finish paint, Provide 6/0 Ext plywood w/Bldg wrap underlayment behind Ext Siding thruout, Structural Timber shall be DF/L Species meeting following min grades/stresses as established by the Western Wood Products Association: Beam #1 Joists & Rafters #2 Studs & Plates Construction STRUCTURAL REVIIIEW THIF0' RAWING RAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER TH E ATTACH ED ZLDEV�N`T DOCU k4ENT�. JOB#-01A TE.,71W19 REVIEWE lceAz UPSTA` EERING (1%) 2BOIA7 - �Q—te= VOID F STAMPINKNoTRED. 244-32,Fcd <> C'i cli 0 or "0 REVISIONS 0 U) 0 U) b 0) 4 W CL CL CD 06 C) C41- -J (n cn 00 4-2 M W 0 0) -J W 0 0) n (D C:) — M 0 X M M in 0'- -0 W C 0 E 0 -0 co w LIJ U) N -C 0 W "r U) RESUR JUL 2 5 2018 SU"ANr C GmTCPgI)ATM ,44NT Window, Skylight and Door Schedule Pro' Information Contact Information Mleg'ar i_brn. Builders, LLC Mike Mletzner 244th at Edmonds Mlken)@mletznergroup.com 32' plan 426 212-2491 WIdthHeIght Ref. U-factor QtFeeInFeelnch Area UA Exempt Swinging Door (24 sq, ft. max.) 020 1 2 86 8 17B 633 Exempt Glazed Fenestration (15 sq. ft. maxJ 0.0 020 Vertical Fenestration (Windows and doors) Component WIdthHsIght Description Ref, U-factor QtFeeInFeelnch Area UA 6040 Ins 030 1 5 4 20.0 6.00 4040 Ins 020 2 4 4 32.0 9BO 4046 he 030 1 4 4 6 18.0 6.40 6M Ins 030 2 5 6 60.018.00 2020 030 5 2 2 20.0 6.00 8060 rh 030 3 3 5 46.01350 2040 sh 020 '1 2 3 62 1BO 2640 sh 030 2 2 64 20.0 6.00 30M store 030 1 3 8 24.0 720 6080 store 0.90 1 a 8 48.014AO 1060 0190 1 16 6 6.0 1BO 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 Mietzner mlkern@@mletznerl;roup.00m 425 212-2491 Instructions Design Temperature Difference (70 46 ?T = Indoor IN degrees) - Outdoor Design Temp Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Calling Height Conditioned Volume Instructions Average Calling Height (ftl 85 16,473 LI-Factor X Area = UA Instructions 020 311 9380 LI-Factor X Area = UA Instructions OBO Attic U-Factor X Area = UA Instructions 0.026 1,197 3112 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No, selection Sum of Vert, Fenestration Area 299.0 UA: 89.70 Vertical Fenestration U: 030 Above Grade Wells (see Figure 1) U-Factor X Area UA Instructions 0.056 1,018 57.01 Overhead Glazing (Skylights) Component WIdthHeIght Floors U-Factor X Area UA Description Ref. U-factor QtFeeInFeeInch Area UA Instructions 0.029 1,197 34.71 0.00 Below Grade Walls Isee Figure 1) U-Factor X Area UA Instructions 0.042 - - Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions 0570 Sum of Overhead Fenestration Area: 00 UA: 000 Slab on Grade (see FIgure 1) F-Factor X Length UA Overhead Glaz Area Weighted U 020 Instructions 0540 Total Sum of Fenestration Area and UA (for heating system sizing calculation: 316B UA: 950 Instructions Duct Leakage Coefficient 1.00 2 Story Sum of UA 217B1 Envelope Heat Load 8,1843 Btu Hour sum of UA X 9T Air Leakage Heat Load 8,184 Btu Hour Volume X 0.6 X ?T X .018 Bultding Design Heat Load 18,194 Btu Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load '18,194 Btu / Hour Ducts In unconditioned space Sum of Building Heat Loss X 1.10 Ducts In conditioned spacei Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 25,471 Btu / Hour Building and DLct Heat Loss X I AO for Forced Air Furnace Building and Duct Heat Loss X 125 for Heat Pump - 2 Car - 32 x 39 - 1938 sf -"GL - Lots 1, 3, 8, 10 Prescriptive Energy,,�'jCode Compliance -All Climate Zones in Wa Project Information Contact Information Mletzner Ibme Builders, ILILC Mike Mietzner 244th at Edmonds MIkem@mIetznergroup.00m 32' plan 425 212-2491 This project will use the requirements , of the Prescriptive Path below and Incorporate the the minimum values listed, In addition, based on the 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-Valuea U-Fabtora Fenestration U-Factorb n/a '030 Skylight U-Factor n/a '050 Glazed Fenestration SHGC n/a n/a Celllngk 49J 0.028 Wood Frame Wallgmn 21 Int 0.066 Was Wall RValuel 21/21h 0266 Floor 309 0.029 Below Grade Wallcm 10/15/21 Int + 0.042 Slabd RValue & Depth 10, 2 ft n/a *Table R402,11 and Table R402.13 Footnotes Included on Page 2. RZ, 5 E i .6 F CIO Each dwelling unit In a residential building 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 35 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 6M square feet of conditioned floor area. 4. Additions less then 500 square feet: 5 credits REVISIONS Table P4062 Summary Option Description Creclit(s) la Efficient Building Envelope Is Ob 1b Efficient Building Envelope 1b 10 lo Efficient Building Envelope Ic 2,0 1d Efficient Building Envelope Ild 05 - 2a Air Leakage Control and Efficient Van 05 2b Air Leakage Control and Efficient Van 1.0 4- 0 2c Air Leakage Control and Efficient Van 15 3a High Efficiency HVAC 3a 1.0 1.0 - 3b High Efficiency HVAC 3b 110 So High Efficiency HVAC So 15 4 Scl High Efficiency HVAC Sd 1.0 4- 4 High Efficiency HVAC Distribution Sys, 1.0 1.0 6a Efficient Water Heating 5a 05 05 a) (s) 6b Efficient Water Heating 6b 1.0 1.0 -r- 04 6c Efficient Water Heating 5c Is U) 5d Efficient Water Heating 5d -05 6 Renewable Electric Energy - 05 *1200 kwh 0.0 04 Total Credits 350 N, *Please refer to Table R4062 for complete option descriptions C I D CY) Table R402,11 Footnotes L) For SI: 1 foot � 304B mm, cl � continuous Insulation, Int � In W U) CL WSEC 2015 Energy Code CompHance Sect. R401 Glazing Is less than 25% of conditioned floor area (S) Zone 5 clirnate zone - Prescriptive Option 1: Windows UOO, Walls R-21; Ceiling R49, Floor R30, Slab 10/15/21+TB per Table R402.1.1 00 Provide depth markers for blown attic Insulation Windows will be U 20 or better. Overhead glazing: U 50, Doors: U20 4- En Ducts outside of conditioned space will be seated and tested to RS-33 per IRC _J 00 Ducts In conditioned space will be Insulated to R-30, or as close as possible En (6 4- 8% total, 6% to exterior or less LU 0 Ducts tested per R4033 _J Qf A continuous air barrier shall be Installed on the bIdg envelope, sealling all gaps. 4- W 0 0) Comers and Headers shall be Insulated CIL 0) 0 - M Seal Garage wells to conditioned space, recessed lights, envelope jambs, knee walls, top plates and sills. W 0 C_ X (N Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors). CIL IL (Y) A 5-2 day proprammable thermostat will be provided for primary WAC system per R403.11,11 - all other adjustable W (D = -0 W C: W ENERGY CREDITS = 0 < Sa - Gas Furnace - W16 efficiency - Max 26,471 BTU - 1 energy credit I`_ E 0 _0 0 4 - Furnaos/clucts Inside conditioned space - 1 energy credit co W N 5a - flow restrictions 1.75/1 gpm - 5 energy credit 6b - Tankless Gas F-W will be provided with min EF: 74% rating for 1 energy credit W Lu U) >- Vapor Retarder for Bldg Envelope per R7027 - class I or 11 unless exceptions met IN -r- 0 Lighting: 76% of all Interior lighting will be High Efficiency bulbs per R4041 I.- TZ 14- ll�- W Ext Lighting will all be High Efficiency per IRC W I - All Flourescent tubes will be R-8 W diameter) per IRC C*4 04 Energy Code Compliance Certificate posted per R4012 (9) Furnace, In Utility rm, or other approved location No wall stacks will be contained In any exterior wall cavities C..) All return air will be clucted (no joist bays) Blower door test Is mandItory per 2016 WSEC to <-- 5 ACH @ 2 In pressure (60 Pascals) w/sIgned report Water Supply piping shall be Insulated to min R-3 Exhaust openings must be 3' away from all openings. Max equivalent length of Dryer vent Is 35' (excluding vert transitlons)(reductions for 45d and 9W elbows) Ventilation: 160 ofm @ 50% run time per 050733 located upstairs Hiall Bath RESUB JUL 2 5 2018 B1WHIRD Window, Skylight and Door Schedule Project Inlo 'on Contact Information Mletz. Hb=B.Ilders, LLC Mike Mletzner 244th at Edmonds Mikem@mletznergroupcom 82' plan 425 212-2491 WidthHeIght Ref.U-factor QtFse1nFeeInch Area UA Exempt Swinging Door (24 sq,ft, ma>0 020 1 2 86 8 17B 523 Exempt Glazed Fenestratlon (15 sq. ft. maxJ 0.0 0.00 Vertical Fenestration (Windows and doors) Component WIftHeIght Description Ref, U-factor QtFeeInFeeInch Area UA 6040 he 030 1 6 4 20.0 6,00 4040 he 020 2 4 4 32,0 9.60 4046 hs 020 1 4 4 6 18.0 6AO 5060 he 020 2 5 6 60218.00 2020 0130 5 2 2 20.0 6.00 3050 sh 030 3 3 5 46.01350 2040 sh 020 1 2 3 6.0 1,80 2W sh 030 2 2 64 20.0 6.00 3WO store 030 1 3 8 24.0 720 60BO store 0.30 1 6 8 48214AO 'Wo 020 '1 16 6 6.0 ISO Sum of Vert, Fenestration Area 299.0 UA:89,70 Vertical Fenestration U: 020 Overhead Glazing (Skylights) Component WIdthHeIght Description Ref. U-factor QtFeelnFee1nch Area UA 0.0 0.00 Sum of Overhead Fenestration Area: 0.0 UA: 0.00 Overhead Glaz Area Weighted U 0.00 Total Sum of Fenest-ation Area and UA (for heating system sizing calculation: 316B UA: 95.03 2 Story - 2 Car - 32 x 39 - 1938 sf Simple Heating System Size: Washington State This heating system sizing calculator Is based on the Prescriptive Requirements of the 2016 Washington State Energy Code (WSEQ Contact Information Mike Mletzner mikem@mletznergroupoom 425 02-2491 Instructions Design Temperature Difference (70 ?T Indoor (70 degrees) - OutdoqrD6sIgn Temp Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) '11938 Average Calling Height Conditioned Volume Instructions Average Ceiling HeIght (ffl 85, 16,473 U-Factor X,, Area = UA Instructions 030 / 317 9510 U-Factor,'X Ares, = UA Instructions 01% Attic U�ractor X Area LIA Instructions am 1,197 31.12 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructlons No selection Above Grade Walls (see Figure 1) U-Factor X Area UA Instructlons 0.056 1,012 56,67 Floors U-Factor X Area UA Instructions 01M 432 1253 Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0.042 Slab Below Grade (see Figure 1),' F-Factor X Length UA Instructions 0570 Slab on Grade (see Figure 1) F-Factor X Length UA Instructions 0540 145 7830 Instructions Duct Leakage Coefficient Sum of UA 27S.72 Envelope Heat Load 12591 Btu Hour Sum of UA X 71' Air Leakage Heat Load 8,184 Btu Hour volume x @.6 X 7F X 218 Building Design Heat Load 20,775 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 20,775 Btu / Hour Ducts In unoondItIoned space: Sum of Building Heat Loss X 110,' Ducts In conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 29,055 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air FurnaW Building and Duct Heat Loss X 125 for Heat Pump GL - Lots 1, 3, 8, 10 Prescriptive Energy Code Compliance -All Climate Zones in Wa Project Information Contact Information Mletzner Horne BuIlders, LLO Mike Mlet7ner I 244th at Edmonds MikerN-3mletznergroupcom 32' plan 1 425 212-2491 :S qA This project will use the requirements of the ve Path below and Incorporate the basedprescrlptl the minimum values listed. In addition, on the . ze of the structure, the appropriate number of additional credits are checked a a chosen by the permit applIcant. Authorized Representative All Climate Zones P'Veluea U-Factora Fenestration U-Factorb n/a 020 Skylight U-Factor n/a 050 Glazed Fenestration SHGC n/a n/a Celllngk 49J me Wood Frame Wallgm,n 21 Int 0.056 Mass Wall RValuel 21/21h 0.056 Floor 30g 0.020 Below Grade Wallom 10/15/21 Int + 0.042 Slabd R_Value & Depth 10, 2 ft n/a 'Table R402,11 and Table R402.1 3 Footnotes Included- on Page 2. -tf E 0 A A, Each dwelling unit In a residential building shall comply with sufficient options from Tabi 1. Small Dwelling Unit: 15 credits M Dwelling units less than 1500 square feet In conditioned floor area with less than 2. Medium Dwelling Unit. 35 credits > All dwelling units that are not Included In #1 or #3, Exception: Dwelling units ser 3. Large Dwelling Unit: 45 credits Dwelling units exceeding 5WO square feet of oondItIoned floor area. ILL 4. Additions less than 600 square feet: 5 credits REVISIONS Table R4082 Summary Option Description Creditfs) Is Efficient Building Envelope is Ob lb Efficient Building Envelope lb 1.0 to Efficient Building Envelope Ic 2.0 Id Efficient Building Envelope to 05 2a Air Leakage Control and Efficient Van 05 2b Air Leakage Control and Efficient Van 12 4- 0 2c Air Leakage Control and Efficient Van 15 Sa High Efficiency HVAC Sa 1.0 1.0 - 3b High Efficiency HVAC 31b 1.0 So High Efficiency HVAC So is Scl High Efficiency HVAC 8d 1.0 4 High Efficiency HVAC Distribution Sys 1.0 1.0 0) 6a Efficient Water Heating 6a 05 05 a) - 5b Efficient Water Heating 6b i.0 - 1.0 5c Efficient Water Heating 5c 15 5d Efficient Water Heating Sol 05 6 Renewable Electric Energy 05 - *1200 kwh 0.0 Total Credits -- &50 'Please (S) (Y) refer to Table R4082 for complete option descriptions Table R,402.il Footnotes 0 For SI: 1 foot � 304.8 mm, cl � continuous Insulation, Int � In Uld _0 WSEC 2015 Energy Code Compliance Sect R401 CD Glazing Is less than 25% of conditioned floor area - Zone 5 climate zone 05 Prescriptive Option 1: Windows UOO, Walls R211; Ceiling R49, Floor R-30, Slab 10/15/21+TB per Table R402.11 Provide depth markers for blown attIc Insulation C) ('5 Windows will be U 30 or better, Overhead glazing: U 50. Doors: U20 _J - (n Ducts outside of oonclitloned space will be sealed and tested to RS-33 per IRC _J 00 Ducts In conditioned space will be Insulated to R-30, or as close as possible Cfi W -I-- M d.) 8% total, 6% to exterior or less Lu 0 Ducts tested per R4033 _J A continuous air barrier shall be Installed on the bldg envelope, seallIng all gape. Lu 0 0) Comers and F leaders shall be Insulated EL (1) 0 - M Seal Garage walls to conditioned space, recessed lights, envelope jarnbs, knee walls, top plates and sills. = 0 C_ X N Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors) . 1L IL (Y) A 5-2 day proprarnmable thermostat will be provided for primary HVAC system per R403.1.1 - all other adjustable tn -0 LU C: ENERGY CREDITS Sa - Gas Furnace - 94% efficiency -,V& 29X5 BW 1 energy credit = 0 < 4 - Furnace/ducts inside condition6of space�,Io6ergy credit REVISED PLAN APPROVED I W C4 5a - flow restrictions 1.76/1 gpm - 5 6n6rgy credit CffY OF EDMONDS DuILDING DIVISI(IN 6b - Tankless Gas HW will be provided with min EF: 74% rating for I energy redit >_ PLANS EX Vapor Retarder for Bldg Envelope per R702,7 - class I or 11 unless exceptions me 4- 0:f 0 Lighting: 75% of all Interior lighting wIll be High Efficiency bulbs per R404.1 DATE Ext Lighting will all be High Efficiency per IRC All Flourescent tubes wIll be R-8 W diameter) per IRC N 04 Energy Code Compliance Certificate posted per R4013 g Furnace, In UtIlIty rm, or other approved location No wall stacks will be contained In any exterior wall cavities All return air will be clucted (no Joist bays) Blower door test Is rnandItory per 2016 WSEC to <= 5 ACH @ 2 In pressure (50 Pascals) w/slgned report Water Supply piping shall be Insulated to min R3 Exhaust openings must be 3' away from all openings. Max equivalent length of Dryer vent Is 36 (excluding vert transltlons)(reductions for 46d and OW elbows) Ventilation: 160 afm @ 50% run time per KM50733 located upstairs Hall Bath R [PEAR a d 0 W,