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BLD2017-1338Y % [-0 T 5 of EDAjO�O 0-sq. CITY OF EDMONDS l21 5TH AVENUE NORTH - EDMONDS, WA 98020 10 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 12/31/2018 Permit #: BLD20171338, Expiration Date: 12/31/10 I Project Address: 8609 244TH ST SW #5, EDMONDS � av Parcel No: WAITING FOR PARCEL . 1, 1 y. APPLICANT CONTRACTOR MIETZNER BROTHERS PROPERTIES, LLC MIETZNER BROTHERS PROPERTIES, MIETZNER BROTHERS PROPERTIES, LLC C/O KENNETH J & AUDREY GDARWIN LLC C/O KENNETH J & AUDREY GDARWIN 1 161 1 AIRPORT RD SUITE B-1 C/O KENNETH J & AUDREY G DARWIN 11611 AIRPORT RD SUITE B-1 EVERETT, WA 98204 1 161 1 AIRPORT RD SUITE B-1 EVERETT, WA 98204 EVERETT, WA 98204 (425)212-2490 (425)212-2490 (425)212-2490 LICENSE 4: MIETZBP878CJ EXP:02/11/2019 1r1rol RM 11011 1► NEW SFR, PLUMBING AND MECHANICAL INCLUDED VALUATION: $237,158 PERMIT TYPE: Residential PERMIT GROUP: 64 - Single Family Residence New GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD: FENCE: ( 0 X 0 FT.) CODE: 2015 OTHER: ------- OTHER DESC: ONE: RM-2.4 NUMBER OF STORIES: 2 IVESTED DATE: NUMBER OF DWELLING UNITS: 1 ILOT #: EMSTING AREA BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 PRO PO S I!1 AREA BASEMENT: 0 1 ST FLOOR: 755 2ND FLOOR: 1 190 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 383 DECK: 48 OTHER: 0 BEDROOMS:0 BATHROOMS:O 1 BEDROOMS:4 BATHROOM&3 FRONTSEYBACK SIDESETBACKREARSETBACK REQUIRED: S 15 PROPOSED: 15+ REQUIRED: W 10 PROPOSED: 10 REQUIRED: N 15 PROPOSED: 15.1 HEIGHT ALLOWED:O PROPOSED:O REQUIRED: E 10 PROPOSED: 10+ SETBACK NOTES: Setbacks to parent lot, eave and patio meet encroachment exceptions on west/north. See BLD20171333 for coverage and parking requirements I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. i A i 1, . rz — 31- 1 12/31 /18 'Signalbre Wint Name Date Released By Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10. = FIRE = APPLICANT = ASSESSOR CITY p r v J 0 uJ dr Y. STATUS: ISSUED BLD20171338 • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) TO SCHEDULE INS PECTIONS BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Permits/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • B-Setbacks • B-Footings • B-Foundation Wall B-Foundation Drainage B-Isolated Footings/Piers B-First Floor Framing B-Plumb Rough In • B-Gas Test/Pipe • B-Mechanical Rough In . B-Exterior Wall Sheathing • B-Roof Sheathing • B-Window Flashing • B-Shear Nailing • B-Height Verification • B-Framing • B-Insulation/Energy • B-SheetrockNail • B-Building Final • F-Addressing Visibility • F-Fire Final • &Erosion Control/Mobiliration • E Storm Connect to Stub • 11Water Service Line • B-Driveway Form & Slope Ver. • E Engineering Final • B-Other °'E r. u,yt 0 U _y. 45st. 1890 City of Edmonds IN DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION 121 5`h Avenue N, Edmonds, WA 98020 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 1�-� rl ; �sl�©y%lt 15 -� Parcel #: �IOy Subdivision/Lot #: Project Valuation: $ APPLICANT: r.� ZVO ` 12row tlll' QP �i k LLB Phone: qz� z►7 z ylq75 Fax: 7I Z Z z Y3 Ad r s� (Street City State, Zip): G �v y r ltl e -1 1Z E-Mail Addres m ►'Ke m 1,V ZAW ra • c PROPERTY OWNER: /0 57 Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: LENDING AGENCY: N Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* 5 4 M E�_ Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: *Contractor must have a valid City of Edmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 WA State License #fEx .Date: CT City Business License #/Exp. Date: N-0 Z 1 1 1 z-3l-l/_ DETAIL THE SCOPE OF WORK: Z°1 X PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: A, s . ft. Select Basement Type: Finished Unfinished I" Floor: s . ft. Garage/Carport: 3 s . ft. 2° Floor: s . ft. Deck/Cvrd Porch/Patio: s . ft. Bedrooms # Full-3/4 Bath # Half -Bath # Other: s . ft. $ Fire rinklers: Yes Nom Retaining Wall: Yes 17 No Grading: Cut cu. yds. Fill cu.yds. Cut/Fill in Critical Area: Yes No I declare under penalty ofperjury laws that the information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: t' l 1 / t Owner 9 Agent/Other 0 (specify): Signature: Date: 1 '� FORM A L:\Building New Folder 201 HONE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014 A, , OF EDAj O v J DEVELOPMENT SERVICES _t RESIDENTIAL BUILDING PERMIT APPLICATION FORM A Fst. 1 g91) 121 5`h Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221 Equipment Type MECHANICAL Appliance/Equipment Information (new and relocated) Total # Furnace Gas #j_Elec # Other: #_ BTUs: <100k >100k Location(s) 2-"T FIA Air Handler / VAV (circle selected) Gas #_Elec #_Other: #_CFM: <10k >10k Location(s) AC / Compressor / Boiler / Heat Pump / Gas #_Elec #_Other: #_ BTUs: <100k, 100k-500k, 500k-1Mil Roof Top Unit HP: <31 3-15, 15-30 Location(s) (circle selected) Hydronic Heating Gas # Elec # In -Floor Wall Radiant Boiler BTUs: Location Exhaust Fans (single Bath #Kitchen #Laundry # ]-Other: #_ 67 duct) Fireplace Gas #LElec # Other: #_ Location(s) G SF 1 Dryer Duct Appliance Type Appliance/Equipment Information (new and relocated) Total # AC Unit BTUs: Location(s): --— Furnace 1,5PA- BTUs: C674 WO Location(s): ZND r1mor ' �0$f' Water Heater '� y BTUs: k '60 Location(s): iJV � � Boiler BTUs: Location(s):. Other: BTUs: Location(s): Fireplace/Insert BTUs: _ l6 l QVQ _ Location(s): C� t'- y Stove/Range/Oven f Dryer Outdoor BBQ TJ 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 I Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) I Water Service Line Tub/Shower Drinking Fountain Dishwasher ' Clothes Washer Hose Bib Backflow Prevention Device (e.g. RBPA, DCDA, AVB) Water Heater Tankless? Yes KNo Hydronic Heat in: Floor Wall Floor Drain/Floor Sink Other: Refrigerator water supply (for water/ice dispenser) 1 Other: FORM A L:\Building New Folder 2010\130NE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014 M,ietzner Brothers Properties, LLC 244th St Project, Edmonds —11 Lots Revised: 3/7/2019 To whom it may concern Q MAR 13 2019 The following changes have been made to all plan sets for all lots in the 244th St project to implement slab on grade first floor instead of crawl space: A2: Slab on Grade plan implemented; Detail 6/A2 altered; Detail 5/A2 removed; Detail 10/A2 added A3: Section A updated to slab on grade A5: Type 2 Story Section updated to slab on grade WSEC: Energy Calcs updated to slab on grade with new max BTUH Thank you Doug Williams Designer 425 530-1042 dougwilliams444@gmail.com L-0 HEIGHT CALCS A = 456.50 B = 456.71 C = 457.95 D = 457.93 AVERAGE GRADE = 45Z27 MAXIMUM = 487.27 PROPOSED PEAK = 484.85 PARENT LOT COVERAGE. MAX=39,012 x .45=17,555 ACTUAL - 15,224 / 397. PARENT LOT IMPERVIOUS SURFACE EX. 28,895 SF / 39,012 SF = 74.1 PROPOSED: 28,958 SF / 39,012 SF = 74.27o LOT 5 TOTAL IMPERVIOUS 1,603 SF 1 � 10.0' SHARED UTILITY EASEMENT `FJ Lm r — PATIO �s�s O LQTS 2,631 SF �1— �* CD 10.0' I 5 4. ' BSBL GARAGE _ 9.0 ] PROPOSED �S6)93 SEWER STUB L i _40^, ynR VEYs0 — PROPOSED UTILITY TRENCH _ PROPOSED SEWER MANHOLE w o O.-5q- _ I 1 PROPOSED SLOPS h SEWER LINE PROPOSED J PROPOSED WATER METER WATER A PRO D BY PLAIN ! G MAIN f�3fs�M0 1o/lri ENGINEERING PPI�6OEERD sDWSK OCT 0 5 2018 _ DE!X BUILDING DEPARTMENT C13CO 2 D 1 7 I > 3 m' OF 'Lone Corner Flag, �Set� S ggared Actual Front S -- -- 1 t 1�JD Ip Sides W IiCi-- Rear lJ Other Be t � ---- SCALE: 1" = 20' I APPLICANT/OWNER 0 Io 20 I MIETZNER BROTHERS PROPERTIES, LLC 11611 AIRPORT ROAD, SUITE 8-1 EVERETT WA 98204 SW 114, SEC. 31, T. 27 X, R.04 E., W.M. 244TH ST DESIGNED BY.- DATE: SCALE: JOB NO.: JRC 09-11-2017 1"=20' 16-0800 LOT #S EXHIBIT M35 INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@INSIGI-ITENGINEE-RING.NET STATE engineering PC) BOX 952 L`ff+lNWOOD, WA 9801.6 ' I Tv (206) 280-4 7 L5 F. ('206) 834-626, 1 SERVICES@UPST&CONI -- - RECEIVED STRUCTURAL CALCULATIONS SEP 28 2017 DEVELOPMENT SERVICES COUNTER Client: MIETZNER BROTHERS PROPERTIES LLC Project Name: 1945 SF PLAN (REVERSED PLAN OK) Scope of Work: LATERAL DESIGN OF A (2)-STORY SFR Upstate Job#: 0807 Date: 9/8/2017 Loction: 244th Street, Edmonds LOTS 5, 6 AND 7 'Z011 JOB # 0807 Andrew M. Gahan, PE i. 'i iwl• �� K,y4KiyU:k �i='n t� �-�; ji •.r� _�fi '� l : '3� � �� F_ '� j LuAt C}�3gle , � 1 G'n"i .r► 9/612017 Design Maps Summary Report ;Z. USGS Design Maps Summary Report idek, 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/111 P 0 q T -.-7 A 0? P. j_E Lynnwqa(l E dm ands' NlountlakeT ace* Bothell P, I, lvA I Pi C ry r C,"A 7 i .1ndianola *S h ore h ti e suquarnish A R edmorid USGS-Provided Output S, = 1.260 g SMS = 1.260 g SDS = 0.840 g S, = 0.493 g S,, = 0.743 g SDI = 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, v xr l� :)es=gn Response Spect-i-n Lateral Analysis IBC2015 UPSTATE JOB#: 0807 Description: 1941 SF Engineer: amg Governing Code: 2015 International Building Code all references in right margin are 2015 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria [353]_ Roof Walls Floors Snow I Partitions Live Load (ps0 25 40 25 Dead Load (ps0 15 10 10 0 1 10 1603.1.4 Wind Design Criteria [3541 1. Nominal/Ultimate Wind Speed Vasd/Vult 2. Risk Category II 3. Wind Exposure Category 4. Internal Pressure Coefficient 5. Components and Cladding design pressure 1603.1.5 Earthquake Design Data [3541 1. Seismic Importance Factor 2. Short Period Acceleration 2. 1-Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure 11. Risk Category Table of Contents 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 85/110 mph F 1609 3(3) [372] 1.00 ASCE 7T6-1[77] "B" 1609.4 [373J +/- 55 ASCE 7F26.11-1 [2581 +/- 16 psf ASCE 7 30.2.2[316] le 1.00 ASCE 7T 1.5-2[51 SS 1.26 USGS Seismic Design Map Online S 1 0.493 USGS Seismic Design Map Online D ASCE 7 T 20.3-1 [204] SDS 0.84 EQ 16-39[387] Spi 0.50 EQ 16-40[3871 D T1613.3.5(1) and (2) [3981 A.15. ASCE 7 T 12.2-1 [73J 6782 Ibs CS 0.13 R 6.5 Equivalent Lateral Force II General Lateral Design Criteria Determination of Wind Forces Determination of Seismic Forces Allowable Stress Design Loads Shear walls in the Front to Rear Direction Shear walls in the Side to Side Direction Shear flow calculations Appendix ASCE 7EQ 12.8-2[89] ASCE 7 T 12.2-1 [73J ASCE 7 T 12.6-1 [881 ASCE 7 T 11.6-2 [691 Version 7.0 Pg 0.1 Wind Design (MWFRS - Simplified Envelope Procedure) IBC 2015 Part 2 Wind Load Method ASCE 7 28.1.1 (2) 1297 Nominal/Ultimate Wind Speed 85/ 110 Wind Exposure Category B Height & Exposure Adjustment 1= 1.00 Topographic Factor Kzt = 1.00 Wind Pressures ASCE 7 28.6.3 [3021 P5 =1 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] ASCE 7 EQ 28.6-1 [306] Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.6.4 [306] zones A and C equal +16 psf, B & D equal +8 psf, while zones E, F, G, & H all equal zero. Roof Pitch 6 :12 or 26.565 degrees Ridge Elevation 27 ft Eave Height 19 ft Mean Roof Height, h 23 ft ASCE 7 26.2 [243] Zone Pressures. (7)(ps3o) ASCE 7 F 28.6-1 [3047 110 Horizontal Pressures Vertical Pressures Overhan s 0 A B C D E F G H EoH GoH 1 23.32 14.1.8 17.34 6.44 -6.82 -14.13 -5.10 -11.57 -16.05 -14.40 2 6.76 4.63 5.38 3.69 -0.22 -7.46 1.50 -4.94 -2.38 -2.72 Horizontal Zones Areas & Forces. FX ASCE 7 F 28.6-1 [303 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (l.h.d.) or 0.4h, but not less than either 4 percent of lhd or 3 feet. D F x- 7, (P sx'X) x = A Diaphragm (x = 2) l.h.d. (ft) = 29 a (ft) = 3 Areas 2a (ft) = 6 Forces Diaphragm (x = 1) l.h.d. (ft) = 29 a (ft) = 3 2a (ft) = 6 Areas Forces Front to Rear A B C D 78 0 168 0 F% = 4731 Fxmin = 2460 Front to Rear A B C D 114 0 1.62 0 FX = 5467 Fxmin = 2760 Side to Side A B C D 54 94 139 233 F. = 6503 FXmi" Side to Side A B D 114 l2 #oF.C. 0 F. = 777n = 4110 Version 7.0 Pg 1.1 Seismic Design IBC 2015. Site Clasification, Criteria Selection, & Minimum Desien Lateral Force Risk Category 11 ASCE 7 T 6-1 [77] Seismic Importance Factor IE 1.00 ASCE 7 T 1.5-2 [5] Seismic Design Category D T1613.3.5(1) and (2) [398] Site Class D ASCE 7 T 20.3-1 [2041 Short Period Acceleration Ss 1.26 F]613.3.1(1) [388-91 1-Second Acceleration SI 0.493 USGS Seismic Design Maps Online Seis. Force Resisting System A.] 5. ASCE 7 T 12.2-1 [731 Response Modification Factor R 6.5 ASCE 7 T 12.2-1 [73] Design Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 T1613.3.3(1) [387] Site Coeffiecient, Fv 1.6 T1613.3.3(2) [387] Substitute equations 1.6-37 & 16-38 into 1.6-39 & 16-40 respectively, S DS = 3 . F a *S S SDs = 0.84 EQ .16-39 [387] 2 S D 1= 3• F v• S 1 SDI = 0.50 EQ 16-40 [387] Simplified analysis, Seismic base shear ASCE 7 12,14.8 [1087 V = (F SDs1R) W Where: F=1.1 for (2)-story ASCE 7EQ 12.14-11 [108] Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1087 F,, = (w,,/W) V FX = 0.142 x wx ASCE 7 EQ 12.14-12 [1091 RMt-tivP cPicmir wpiaht Z lVArrpe llhel of I oval Diaphragm (x = 2) Fx = 3765 roof area (ft'') floor area (f 2) story height (ft) wall length (ft) wX 1323 0 8.1 164 weight Obs) 19845 0 6642 26487 Diaphragm (x =1) Fx = 3538 roof area (ft") floor area (ft'") story height (ft) wall length (ft) wX 104 1.147 9 116 weight (lbs) 1560 11470 5220 24892 Version 7.0 pg 2.1 Allowable Stress Design Loads For Wood IBC 2015 Design shall be in accordance with Sections 2304-2306. Structures using wood shear walls and diaphragms to resist wind, seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305 - 2306. Design Per Alternative Basic Load Combinations 1605.3.2 [3591 For worse case effect with wind load, L & S shall be zero. Equations 16-I8, 16-19and 1.6-20 become, D +wW 0.6 Where w equals 1.3, W equals Fx of the respective diaphragm, and D shall be multiplied by two-thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16-22 controls, 0.9 D + E/1.4 , substitute ASCE 7 EQ 12.14-5 for E 0.9 D + (pQE-0.2SIDS D) 1.4 (0.9-0.14 SDS) D+ P QE 1.4 , simplify & 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 Dia hra m Force Qbs) Force lbs x = 2 369.1 5072 x = 1 4264 6060 Seismic Design Loads, (p/1.4) FA p = 1.3 Diaphragm Force Ibs x = 2 3496 x = 1 3286 EQ 16-22 ASCE 7 1.2.3.4 [83] Version 7.0 Pg 3.1 Allowable Stress Design Loads For Wood - cont. Sum the moments about the base of a shearwall, overturning shall resist, (v•w)•h — 2 (D•W + P•w� for wind '3 2 / (v•w)•h - (0.9 -0.14 S DS (D-W + P•w 2 for seismic Where, v = shear per linear foot of shearwall w = width of shearwall h = height of shearwall D = resisting dead load centered over shearwall P = resisting dead load at end of shearwall Free Body Diagram of a ShearWall r% N x VO Version 7.0 Pg 3.2 Wall Line Level x fi o p1{ Segment Tributary loads Wind Seismic FWidthIHeight wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max 1 2 F-R Wind Seis VD(x+]) [Ibs] % 50% 50% VD(x) [Ibs] 1845.26 1748.14 VT(x) [Ibs] 1845.26 1748.14 L 37.00 37.00 n 50 47 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] 17.50 8.1 -291 -426 19.50 8.1 -345 -489 Wind Seis Wind Scis VD(x) [Ibs] 1845.26 1748.141 12015 SDPWS SEISMIC MAX Wind Seis Version 7.0 Pg 4.1 Wall Line Level (x) 9 ��,��o { Segment Tributary .loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+]) T(x) T(x+l) Seis max 1 1 F-R Wind Seis VD(x+1) [Ibs] 1845.26 1748.14 % 33% 33% VD(x) [Ibs] 1.407.17 1084.3 VT(x) [Ibs] 3252.43 2832.44 L 35.50 35.50 n 92 80 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] 206 11.50 9 206 -1 24.00 9 -170 -440 2 F 1 F-R Wind Seis VD(x+.l) [Ibs] % 50% 50% VD(x) [Ibs] 2132.07 1642.87 VT(x) [Ibs] 2132.07 1642.87 L 16.50 16.50 n 129 100 2015 SDPR'S SEISMIC MAX TMAX(x) [Ibs] 394 1 16.50 9 394 1 3 F 1 F-R Wind Seis VD(x+l) (Ibs] 1845.26 1748.14 % 1.7% 17% VD(x) [Ibs] 724.904 558.576 VT(x) [Ibs] 2570.17 2306.72 L 37.00 37.00 n 69 62 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] 37.00 9 -598 164 -971 82 4 1 F-R Wind Seis VD(x+l) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L n 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] Version 7.0 Pg 4.2 mom Trilulary loals MOOMMMMOMM Wind Scis ' .1 110Wind --■■■■_____ __■■■■_____ __■■■■_____ ��©©■.�_�_� Seis VD( __■■.._____ Wind Seis ' ' : ' 2536.17 4' 1 1 =m©©-.®_®__ i i M©©..®_M__ -_■..-_____ __...._____ __.■.._____ __■■■■_-_M_ Wind I '' __...._____ __....--___ % ____...._____ D ' __■..._____ __...._____ __...._____ Version 7.0 Page5.1 Wall Line Level (x) p o tit Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+1) Seis max A II S-S Wind Seis VD(x+]) [Ibs] 2536.17 1748.14 24% 24% VD(x) [Ibs] 1454.46 788.579 VT(x) [lbs] 3990.62 2536.72 L 4.00 4.00 n 998 634 2015 SDPWS SEISMIC MAX TMAx(x) (lbs) 4673 2715 2.00 4 4673 762 2715 271 2.00 4 4673 762 2715 271 B 1 S-S Wind Seis VD(x+l) [Ibs] % 50% 50% VD(x) [Ibs] 3030.12 1642.87 VT(x) [lbs) 3030.12 1642.87 L 18.50 18.50 n 164 89 2015 SDPWS SEISMIC MAX TMAx(x) [lbs] 645 18.50 9 645 -166 C F 1 S-S Wind Seis VD(x+l) [Ibs] 2536,17 1748.14 % 26% 26% VD(x) [Ibs] 1575.66 854.293 VT(x) [lbs] 4111.83 2602.44 L 8.67 8.67 n 474 300 2015 SDPWS SFISMTC MAX 676 TMAx(X) [Ibs] 4672 2497 2.58 9 4654 733 2477 181 523 2.58 9 4654 733 2477 181 523 2.00 9 4672 733 2497 1.81 676 1.50 6 3429 733 1807 1 181 1 601 4�1 I I Ed D F 1 1S-S Wind Seis VD(x+1) [lbs] % VD(x) [lbs] VT(x) [lbs] L n 2015 SDPWS SEISMIC MAX TMAx(x) [lbs] Version 7.0 Page5.2 Shear wall Summary Sheetin Re m'ts Wind I Seis Max 1 - 2nd 2-2nd 3 - 2nd 4-2nd A - 2nd B-2nd C-2nd D-2nd 1 - 1st 2 - 1 st 3-1st 4 - 1 st A -1st B - 1st C - 1st D - 1st II®® 65 80 92 100 50 62 713 634 117 89 339 676 1 1 1 1. l 1 1 6 1 5 Shear Transfer Wind Seismic 1 50 47 1 62 59 2 160 110 2 175 1.21 --1 1 1. 8 2 7 92 80 129 100 69 62 998 634 164 89 474 300 SW-1 SW-2 SW-3 SW-4 RSW 260 350 511 679 1000 L45 280 300 475 1000 Sheathing Shear Flow Shear Transfer Connectors - CD =1.6, Hem -Fir Connector 16d Nails (Common: 3.5"x0.162") 16.2 8.4 7.8 4.9 16d Slant Nails (v<1.50plf) Z (lbs) 195.2 lbs Z3 160 lbs Values Overturnin Wind Seismic 4673 2715 4672 2497 (plo (plo 2015 NDS TI IN [105] 2015 NDS TI1 N [] 05] Simpson A35 Clip 510 lbs Current Simpson Guide 42.2 21.9 20.4 12.9 6.1 0.0 Simpson HI Truss Connector 415 lbs Current Simpson Guide 34.3 17.8 16.6 10.5 5.0 0.0 Simpson LTP4 Clip (x 0.64 overtop 1 /2" sheeting) 500 lbs Current Simpson Guide 41.4 21.4 20.0 12.6 6.0 0.0 1/2" Diameter Anchor Bolts (2x) 912 Ibs 20,15 NDS TI I E [93] 75.5 39.1 36.5 23.0 10.9 0.0 5/8" Diameter Anchor Bolts (2x) 1328 lbs 2075 NDS TI LE [93] 109.4 56.9 53.1 33.5 15.9 0.0 5/8" Diameter Anchor Bolts (3x) 1.664 lbs 2015NDS TILE [93] Page6.1 lnainee:rin SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, LINO: 8d=0.131N2'/", 10d=0.148"x3", 12d=0.148"x3'/<", 16d=0.162"x3'/z', 16d sinker-0.148"x3'/". (6) Install H1'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. (7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. HOLDOWN SCHEDULE Date: 9/8/2017 Job #: 0807 MARK HOLDOWN / STRAP *(I) FASTENERS TO (2)-STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD14/14RJ (38)/(30) - 16d N/A SHEARWALL SCHEDULE Date: 9/8/2017 Job #: 0807 SHEATHING - APPLY TO SHEATHING EDGE NAILS *(5) ROOF TO TOP PLATE MARK BASE PLATE SILL PLATE ANCHORS w/. *(2) 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED NAILS *(5) FLOOR TO TOP PLATE 3" x 3" x 1 /4" WASHERS *(8) U.N.O. BELOW *(9) (do not penetrate past flush) & SILL PLATE *(6) SW-1 7/1.6" OSB 8d @ 6" o/c (12" o/c field) 16d @ 12 " o/c Hl or 5/8"Ox10" AB's @ 60 " o/c A35 24 " o/c SW-2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 8 " o/c A35 @ 20 " o/c 5/8" Ox10" AB's @ 48 " o/c SW-3 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8" Ox10" AB's @ 48 " o/c SW-4 7/16" OSB *(7) 8d @ 2" o/c staggered 16d @ 4 " o/c A35 @ 1.2 " o/c 5/8"Ox10" AB's @ 16 " o/c 12" o/c field 8d @ 2" o/c staggered RSW 7/16" OSB Both Sides *(7) 12" o/c field SEE DETAIL 1 UPSTATE, jengineering PO BOX 952 LYNNWOOD. WA 980i, 6 T_ (206) 280-4715 F. (206) 834-626- SERVICES@UPST8.COM General Structural Notes — Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W 1.4 X W 1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_ AND GREATER) JOISTS / STUDS (2x—): GLUE LAMINATED BEAMS (GLB) DF-L#2 HF#2 / STUD 24F-V4 (24F-V8 AT CANTILEVERS) 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.9.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: NOMINAL WIND SPEED — 85 MPH RISK CATEGORY II ULTIMATE WIND SPEED — 110 MPH IMPORTANCE, I = 1.0 WIND EXPOSURE, B KzT = 1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le = 1.0 Ss = 1.260 SITE CLASS, D Si = 0.493 SEISMIC DESIGN CAT., D SDs = 0.43 SEIS. FORCE RES. SYS, A.15. SD1 = 0.50 DESIGN BASE SHEAR = 6782 Ibs Cs = 0.13 RISK CATEGORY 11 R = 6.5 2x TOP PLATE HEADER PER PLAN = EXTEND OVER SHEARWALL w = APA RATED SHTG PER SW SCHED (BOTH SIDES) HOLDOWN PER PLAN (2) 5/8" O A.B. EMBED 7" MIN CONC SLAB CONT FTG W/ (2) #4 TOP & BOT 2'-0" MIN. WIDTH NAIL SHTG TO HEADER @ 3" OC EW (3) 2x STUDS UNO NAIL SHTG TO EACH STUD 8d NAILS @ 3"OC ALL PLATES HEADERS & STUDS (3) 2x PLATES NAIL SHTG TO EACH PLATE 8" CONC STEM WALL (2) #4 VERT EA FACE #3 TIES @ 8" O.C. �1 1'-6' MIN. RAISED SHEAR WALL (RSW NTS SHEAR WALL PER PLAN TIGHT -FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES ROOF FRAMING PER PLAN 2X LEDGER (OR RF TRUSS) W/ (2) 16d TO EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL SHEAR WALL PER PLAN TIGHT -FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES ROOF FRAMING PER PLAN 2X LEDGER W/ (2) 16d TO EA STUD RAFTERS PERPENDICULAR TO WALL SHEAR WALL PER PLAN TIGHT -FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES TRUSS (MONO) PER PLAN 2X CONT SOLID BLOCKING W/ (2) 16d TO EA STUD TRUSSES PERPENDICULAR TO WALL SHEAR TRANSFER SW TO SW THRU LOW ROOF NTS WALL FRAMING/DECK RAIL ABOVE HOLDOWN PER PLAN CTR ON RIM BASEPLATE NAILING PEI SW SCHED OR DECK RAI CONNECTION PER PLAI RIM JOIST PER PLAN FLR FRAMING PER PLAI SHEAR WALL PER PLAT` -FIT SOLID G W/ EDGE NAILING UCTURALNOTES R SW SCHED SHEAR TRANSFER W/ HD CANTILEVERED FLR JOISTS NTS NAIL SHEATHING TO BLOCKS PER SW SCHEDULE EDGE NAILING SW PER PLAN EDGE NAILING PER SW SCHEDULE LSTA21 W/ BLOCKING AS REQUIRED (4 TYP.) FORCE TRANSFER AROUND OPENINGS NTS m 0 H syr_ 2 A" P-x'-tKzOtt v4A"I- AND A" 15HADF-D v4A"s 'TO 8P_ PP-t< !;W-1 UNo 5v4- 2 :SV4-2 0504 1"l 6F PLAN U FFEK FI_.DOK LAl-tKAL " . 0 -r_1 -F 1 T1 T1 � ITi Q3 - 4x10 GLB m DR rn _ I m o LR N F, 9' Ceiling - 3 5-6x3 bearin Kit peak` ®4rigpa R4$ed P. --: - - 13' 4-1/2-" --9 24 LS rngg tr N i i _ irim36" �o i 3, „ i 4 iq ed bears - access _ solid core 24 lnsuVsea T =--- - 0 20 min rated N ai 5' 1" 333 8"--%N �m 0) �3 EnEntry m }� Garage ,` 2 Concrete o ao - - Slope to Door o L bo a 3080 O2 - 5 1/8x13 1/2 GLB I------------- 160-80 sy,c T1 T1 T1 T1 ALL i^)C-MIZZOR v4AL.L6 AND AL-L- SHADFD v4A":5 -rO 131: PP-IK SVq-1, UNO 08Ol 1941 5F PLAN L.Oy,IrlZ FLOOD L-A-Mt�A L- Mietzner-244th-2944 -5 UD ao /7 133 8 BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 1 - Crawl 5 Date: 8/10/17 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads • -- o v ni ca n i = o. i In` tie= o. / In` (1.b) UL uetl= 0.02 in Beam Span 5.0 ft Reaction 1 LL 1200 # Reaction 2 LL 1200 # Beam Wt per ft 6.17 # Reaction 1 TL 1515 # Reaction 2 TL 1515 # Bm Wt Included 31 # Maximum V 1515 # Max Moment 1894'# Max V (Reduced) 1149 # TL Max Defl L / 240 TL Actual Defl L / 923 LL Max Defl L / 360 LL Actual Defl L / >1000 .�ct,iwii kur) onear (in-) I L uetl (in) LL DefI 30.66 25.38 0.07 0.05 20.57 11.49 0.25 0.17 OK OK OK OK 67% 45% 26% 28% Reference Values Adjusted Values Fb (psi) 850 1105 Fv (psi) 150 150 E (psi x mil) 1.3 1.3 Fc L (psi) 405 405 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1:00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft LL. YVV urnrorm i L: bUU = A Uniform Load A R1�15 0 R2 =1515 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. V-EID SEP 2 8 2017 DEVELOPMENT SERVICES COUNTER BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietzner-244th-2944 2 Garage Dr 16 Date: 9/11 /17 Selection 5-1/8x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments •,-- w 1—ij 1va nc= u.4 in, (i.o) uL uet1= U.231n Recom Camber= 0.34 in Beam Span 16.0 ft Reaction 1 LL 3693 # Reaction 2 LL 3932 # Beam Wt per ft 18.68 # Reaction 1 TL 5738 # Reaction 2 TL 6121 # Bm Wt Included 299 # Maximum V 6121 # Max Moment 23564'# Max V (Reduced) 5247 # TL Max Defl L / 240 TL Actual Defl L / 383 LL Max DefI L / 360 LL Actual Defl L / 702 SectionOW) Shear(in') TL Defl in LL DO 192.19 76.88 0.50 0.27 117.82 32.80 0.80 0.53 OK OK OK OK 61% 43% 63% 51% Reference Values Adjusted Values ru IuzjU 2400 2400 ry tpsl) 240 240 t (psi x Mil) 1.8 1.8 Fc I 650 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft -- V1111 . +UU unlrorm IL:6UU =A Point LL Point TL Distance Par Unif LL Par Unit TL Start End 425 B = 680 12.5 50 H = 80 0 16.0 H Uniform Load A Pt loads: Ri -�5738 0 R2 = 6121 SPAN =16FT Uniform and partial uniform loads are Ibs per lineal ft. 4 1 + (. beamGhek v2016 licensed to: Doug Williams Reg # 9077-2098 Mietzner-244th-2944 3 - GR 60 sgd Date: 8/10/17 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads rvnn ocdnny died rs i= 4.o in, me= 4.o in, (1.0) UL Uefl= u.03 in Beam Span 6.0 ft Reaction 1 LL 1200 # Reaction 2 LL 1200 # Beam Wt per ft 7.87 # Reaction 1 TL 1824 # Reaction 2 TL 1824 # Bm Wt Included 47 # Maximum V 1824 # Max Moment 2735'# Max V (Reduced) 1355 # TL Max DefI L / 240 TL Actual Defl L / >1000 LL Max DefI L / 360 LL Actual Defl L / >1000 section (w) Shear (in2) TL Defl (in) LL Defl 49.91 32.38 0.07 0.04 32.18 13.55 0.30 0.20 OK OK OK OK 64% 42% 23% 19% i-o (psi) Fv (psi) E (psi x mil) Fc I Reference Values 850 150 1.3 405 Adjusted Values 1020 150 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft uniTorm LL: 4uu Uniform TL: 600 = A Uniform Load A 0 R1 =1824 R2 = 1824 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. r 4v-V w 1► i3a J ' 244th 3 1945 Plan 1945 Plan .� 1 f Edmonn ds 1 Scheme #3 b Rare Gray Scheme #6 0 k Scheme #1 Project W White Trim Virtual Taupe Eclipse ( Brown Trim Cream Trim t Exterior Colors .t Extra Windows - Extra Windows • .i 2597 Plan j r t' 1938 Planr • ► Scheme #2 •i Adaptive Shade Scheme #4 ' S Brown Trim - f• - Gauntlet Gray White Trim r�!:-. e + 1938.Plan n; 3 2597 Plan x Scheme #3 P Scheme #5 Rare Gray i Suitable Brown White Trim Cream Trim ` s 1 ' ; 1938 Plan t 2597 Plan 1 10 Scheme #6 1; , Scheme #1 ► s-I Virtual Taupe Eclipse Brown Trim ' Cream Trim .. 1938 Plan 2597 Plan Scheme #2 Scheme #4 I Adaptive Shade Gauntlet Gray White Trim i tr�L Brown Trim ' ` Extra Windows ; 4 Extra Windows r ... t . n a� a� Main - Accent - V) Virtual Taupe VanDyke Brown SW7039 SW7041 Front Door - Trim/Gutters - Black Fox Musket Brown SW7020 N C� C� Main - Accent - Front Door - Trim/Gutters - Adaptive Shade Enduring Bronze Black Magic Musket Brown SW7053 SW7055 SW6991 M Main - Accent - Front Door - Trim/Gutters - Rare Gray Thunderous Jasper White SW6199 SW6201 SW6216 d' 4t s Main - Accent - Front Door - Trim/Gutters - Gauntlet Gray Mindful Gray Urbane Bronze White SW7019 SW7016 SW7048 Main - Suitable Brown SW7054 Main - Eclipse SW6166 Accent - Gray Area SW7052 Accent - Svelte Sage SW6164 Front Door - Iron Ore SW7069 Front Door - Andiron SW6174 Trim/Gutters - Classic Cream Eldorado Mountain Ledge Panels Silverton Trim/Gutters - Classic Cream Maxi 487.27 Prop 484.85 6, 5/4x8 behind Gutter 202 cc M C1 p I� N N 18° m 20 h sg C m E9 n En Aver Grdi 457,27 10" top of fnd', T&G Pine Soffit & entry HEIGHT CALC Ai 456.50 Bi 458.71 C: 457.95 Dt 457,93 Aver Grades 457.27 Maxt 487.27 Proposed peak, 484.85 lx4 WW Ix3 W 4x4 PT. 1/2 Smooth Hardi Bd Column Plan View 5/4x Corner Block (Framers) 5/4x8 Fascia Ix3 Trim W.W, " W,W. GABLE TRIM Flesh top Top View 1111 Fe°e 'new 8'x8' 18"x8' 8'x I8' Hose Bib Lights Address BEVELED BLOCKS 6'x20' if 4 #'a 400h 3080 20 yr F,G, Comp Roofing ® 2x10 WW Rake w/l/3 ww WINDOWS 2x6 Head trim 5/4x4 sides 2x3+5/4x4 Sill Front & Sides only u -16080 Front Elevation Felt 8' Siding Flashing 2x8 Band Board Felt 8' Siding TRIM DETAILS (N•T,SJ Right Elevation `7/16 OSB E Hardipene ti lx3 WhitE P 2x8 Whlt, L N 3 A 0 m 3 Flashing N - -x whiteboard :18 Corbel 3 N 2x Blocks w/ top flashing 6'x29' if 5 #'sBELLY BAND FLASHDIG WIN1614 TfOM V PROJECTED CABLE STONE SILL Over the Slding (on front only) 2 Story — 2 Car — 29 x 44 — 1945 sf — GR — Lot 5 Alt Left Elevation — Lot 5 E 24" 2x4 Cap 24" F4.4 rFlashing (Felt over top) 2X8 i 9 16' cc _ BOARD 8 BAT a 111MM PLAN SHEET INDEX A 1: Cover/Elev A2 Foundation/Alt Elev A3: First Floor/Section A+ Second Floor/Roof A5: Details A& Structural notes AT Specifications WSEC: Wa St Energy Code APP LANE ON J ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE IVED UST BE SITE, R oA ° EDMONDS BUILDING DEPARTMENT WORK ADDRESS OWNER yn1C�?dLY�� - APPROVED DATE: 2�l BLDG. OFFICIAL: PERMIT NUMBER OUDWI7 11720- Pfi�IVED P MING q/� Vinyl Sash Insul Dbl Glazed Windows (typ) with frame vents Provide Window venting of 4% of floor area Provide natural light at 8% of floor area Provide each sleeping room with a exit or window opening - - - - - - - - - - min height 24" min width 20' 7' Hdr min area 5 sf D grade, 57 sf upper flrs no keys/tools required on inside, Per IRC R310 Additional Specs & Details on Sheets A5-7 8 3050 s 050 sh Structural Calcs 4' Lateral Bracing per Structural Engineering Calcs attached Provide min, 36" Landing D ext, doors not more than 7 3/4" below finished floor Wood or Composition Roofing 8' Hardboard Lap Slding all sides (typ) over waterproof building paper 1x4 corner trim Downspouts to4'tightline ------------------ 501 iO he 50110 hs to apprvd, storm dralrAge Ityp) Continuous -Metal gutters Ali-Site/Utility work to be referenced to the RII/Grade permit , bid20171333. Total Impervious surface of Lot 5: IW3 at Elevation Paint Colors/Stone work: Scheme # 3 CODE: IRC 2016 , - - ' Mietzner Brothers Properties, LLC .WSEc2016E„argy&Vent, code 244th St Edmonds Project - Lot 7 Plumbing UPC 2016 National Electric Code Street address to be prominently displayed In Mechanical IRC 2016 contrasting color, 4' hl, plainly visible from the street. Roof Load: 25 Ibs See additional Specs/Detalls on Sheets A5, 6, & 7 Seismic Design Cat: D2 (conventional) Attic ventilation- provided as per R806 Wind Speed: 85 mph ROOF, 1088 sf * 144/300-522 sq.in. req'd Under Floor Inspection required prior to Installation of floor decking Provide equiv, or greater net area in and out (low & hi) All Holdowns, Framing, AB, Provide (4) gable vent and (5) roof vents end vented soffits Sheerwatis, must be tnpseoted prior to covering, SQUARE FOOTAGE ENERGY 1st Floor: 755 sf Windows: Double Pane - Low E U: 0,30 17% of Floor Area 2nd Floor: 1190 sf Gas Forced Air 94% AFUE Insulation: Ceiling: R-49 Total: 1945 sf Faced F,G, Walls: R-21 Garages: 383 sf 5mill Slab VB Floor: R-30 REVISIONS J in J } O 11. d- J C) H 1 LU U IL � 13- (N4 U) N I Of LU C O Q E U m LU N Z CC LU X: N N S,x 'f <W5ian Sheep 3113I (7 RES;.7 JUL i i hid DINS DEPARTMENT qfY oFEDMOND Ve— 01— 1-1-4 f+„rl 1/A2 RSW JL• V 1,L11L,LGlilJ.11 n 1/A2 RSW 2x Top plate — Header Per Plan ' extend over SW APA rated shthg rper SW sched, (Both Sides) rn Holdown per plan (2) 5/8"xl2" A.B. embed 7" min Cone 2' 0" min width Nall shthg to Hdr o.c, Q 3" o,c, e,w, (3) 2x studs U,N,O, Nall shthg to as stud 8d Nails 0 3" o.a all plates, hdrs, studs (3)2x plates Nail shthg to as plate 8" cone stem wall (2)#4 vert as face #3 ties a 8" o,c, Grade 1' 6" min. Cone ftg w/(2)#4 top & btm 1 RAISED SHEARWALL DETAIL RSW 1/2" - 1' 0" 2x4 P.T. Nailer In Cana pour 160.0. Form nail pins Qc 12' o.e. to hold naller In wall %1 Sbirlg Nailer In Cato. WeII - Plan View 1/2'=1' V 3/4" APA rated OSB CD int,w/ext,glue, nail 6" edge, 10" field 2x F.J. 0 16" o,a Solid blocking 0 support 4x4 or 4x5 Wood columns as required MAB15 anchor 2x4 or 6 ties nailed with 4 16d each Set wood columns on 90# felt protectors Anchor column to footing with MA615 - - 8 2x Floor Joist F.J. 24" 2x #2 HF Studs blocking 1/2x10 A.B. per Schd w/3" sq x 1/4" washer L 16" o,c, scabs (2) #4 ea way 2x #2 HF Studs 4" DS tightline 1/2x10 A,B, per Schd w/2" sq x 3/16" washer -16d nail BM & post #4 18" o,c, Horz, & Vert, min #4 18" o,c. Horz. & Vert, min Over 2' Hi-#4 10" o,a Horz, 4" toner, slab Over 2' Hi-#4 10" o,e, Horz, Post 4" DS tightline 16" o.a Vert, w/6" ftg hook I6° o,c, Vert, w/6" ftg hook 5 rH=i-r-r . i- opp Btm bars-1/2 of max spacing op Btm bars-1/2 of max spacing black vapor barrier, edges lapped 12" 18" min tamped fill 1i min Footing 8x16 = (2) #4 Cont, Horz, 8XI6 (2) #4 Cont, Horz, ftg 4° ftg drain g 4" ftg drain 5 NTEMAMIATE BFJ1CM SUPPORT %1 sTw roam FOLmATION WAIL DETAL GARAM & STEM FCI lNMTICN WALL DETAL 1/2'=1' 0' U 1/2 T O' / 1/2'= T V 2 Story — 2 Car — 29 x 44 — 1945 sf — GR — Lots 5 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 than 12' from the ends of each individual foundation sill plate. Min, 7 inches embedment, Min (2) per sill plate ANCHOR BOLT Placement per Structural Calcs and/or R403.1.6 Any changes to floor framing (Le. I Joist from solid sawn) will require new floor framing plans. 18' min. crawl space 12' min. clearance g beams 6 mil black visq, vapor barrier R-19 F.G. insulation up to subfloor Column & Beam Notes. Cols to be 4x4 DI Col. Bases +8' abv gr or P,T, Protect Col Base w/FHA 12 or equiv, Col-Bm posi, connect per R4073 1' min air space betwen wood & concrete or use pros, trtd, Laminate multi joists w/ 2 rows 18d Q 16' 0.0, stagger top/bot Stib-out #4 racer p 18' oc. at cow. porch to resist clWarenUel settling Provide p,t, rim joist g patio REBAR REQUIREMENTS, (2)#4 Continuous in ftg. (1) 8 top of wall. #4 vert, R/F 0 181, R/F Stl to be ASTM A-615 Grade 40 24' max height for aid fnd wall 24'-provide #4 rebar 10' o,c, horz,/16' o,c, vert, 2' 6' max height for 6' well, 4' max for 8' wall Footings to rest on 2000 psf undisturbed soil, CRAWL SPACE VENTIALTION per R408.1 Provide 1185 sq in min net (1/150) Install (11) 6'xl6' screened vents at 67,2 sq in each net (70%) - 739 sq in total provided Install in Rim Joist (typ) 750 sq ft *144/150-720 sq 1n required Min 1 vent within 3' of each end UNDER FLOOR INSPECTION REQUIRED ALL Holdowns, Framing, Anchors and Shearwalis must be inspected before covering. Provision shall be made to prevent water from collecting in crawl spaces and from leaking ont basement floors. EPB44 slab s' nd 12" sono l tube l - - .I_ - 124x24x 10 pad / w/(2)#4 as way V 9 Scno Tube Fto DETAL N,TS. (2)#4 Cont. w/8' end 4' min cone slab hooks to grade beam /w/#3 Qa 12' o c. E.W. or ,fixfi 1AWx1AW WWF 24' O 4' washed pea gravel min 0�� 11/0�' �12'' 0#4 oont. 8 Typkid Fandatbn 0 Gwaga Door STRUCTURAL REVIEW THIS DRAWING HAS HEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT DOCU ENT . J08#�2 DATE z 1 < lK REVIEWED BY�[�C� uPSTArE ENCINCEIING U (206) 28'4715 • 5ervicesQupsl6.com VQ1Q1FSTAr]RA,: UTRED. a lb m n 00 v a REVISIONS L)I n En J lIt (!) J W I I d' O U � L.0) CL N U) (n I C 0_f O Q E ccoo W U N lr i-- W U) W 1- U) E N N REmAs JUL [ oLO`s5 g p, DEP- n,fDj'' C IN EDMONS 6/A2 -1 T-1 T-tT-11 29' 5x13-2 no atio L 1 _. L_ _ ___ _ __ ____00 -7 l l 1 m 4k0 CV I I I �I II on m O f I I _ O 71 "O m I I i91 J j n (D F_ 1 l i9 I "---"------ I_ _ - _ _ _ _ - i II _ I N I I i 1 1 slab on grade w/stemwall - - :IL 6 (Blk),% p I ,_) mil v.b. ma0j �- F, 1 u 11r� --711 IF F <OI r I I4--- 1 1}---1.0 I 1 I I :.I I I I0/A2 I tw Inl F I I I I I I �� I I I IIII I I I I I I I I 1 I I'I----Lill I II I I 1 II I IL ---III 1 1 I I I m1 I ---Fill I 1 7/A2 I I I I f~I I IIII I I I I I I 1 I I Conc I IT'---HII II I I I II 11 I 2 Car Garage I 1 1 I - I 3-1/2 II I II I II 1 1 Slope to door II I I II I .- CD I I I .-bar stub I i I I I v 11L------------------------II I I Conc ------- - - - - --- --� 11 I 11 L, 16' 3" - 9' 6" 29' 0" n T- T- i/A2 RSW n Foundaion 1/A2 RSW 1/2x10 A.B. per Schd w/3" sq x 1/4" washer 4" conc slab 2x6 p.t, sill plate 4'�' conc slab 18" o.c. Horz. & Vert. min 4" DS tightline R-10 jg" min B )vg spc (2) #4 Cont, Horz, 88� 16 9 6 8' STAhDAFD FOIJwATION STEMWALL DETAL 2 Story - 2 -"Gar — 2' 0" min width 2x Top plate ' Nail shthg to Hdr O 3" o.c. e.w. Header Per Plan extend over SW (3) 2x studs U.N.O. Nail shthg to ea stud APA rated shthg } per SW sched. rn (Both Sides) 8d Nails P 3" o.c. Holdown per plan all plates, hdrs, studs 2 f (3)2x plates Nail shthg to ea plate (2) 5/8"x12" A.B. embed 7" min 8" conc stem wall (2)#4 vert ea face #3 ties O 8" o,c. Conc slab Grade 1' 6" min. Conc ftg w/(2)#4 4dp & btm 1 RAISED SHEARWALL DETAIL RSW 1/2" a 1' 0" 2x Floor Joist 2x #2 HF Studs Q 16" o.c. 4' DS tightline l/2x10 A.B. per Schd w/2" sq x 3/16" washer 4" concr, slab #4 18" o.c. Horz, & Vert, min Over 2' Hi-#4 10" o.c. Horz. 16" o.c. Vert. w/6" ftg hook H—r—r=i-=i- tamped fill opp Btm bars-1/2 of max spacing 8x16 18" in m (2) #4 Cont, Horz. ftg= 4" ftg drain 7 GARAGE & STEM FOUNDATION WALL DETAL 29 x 44 — 1945 sf — GR — Lot 5 (2)#4 Cont. w/8' end 4' min conc slab hooks to grade beam /.w,/#8 @ 12' oc. E.W, 641AWx1AW WWF 24" ' o :4'..washedpea gravel min o o. p pppppiii`"i, • rr�D�p�ir�r�ir�p�o�r�6 1' 2" (2)#4 cunt. 8 Typical Fa sx1atiort @ Garage Door 1/2'=1' 0' ANCHOR BOLT WASHERS shall be 3' x 3' x 1/4' thick per R602,1,11,1 Bolts shall be not less then 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 R403.1.6 Any changes to floor framing (i.e. I Joist from solid sawn) will require new floor framing plans. E cm 12 I =AGO O h s CD -0 t 6 mil black visq. vapor barrier b 1pn) R-14 Column 8 Beam Notes! Cols to be 8' g u.n N Col. Bases +ebv r or P.T. � Protect Col Base w/FHA 12 or equiv. Col-Bm posi, connect per R407.3 S V min air space betwen wood 8 concrete or use pros, trtd. Laminate multi joists w/ 2 rows 18d 9 16' O.C. stagger top/bot Stub -out #4 rater :@ 18' oc. at corxr. porch to resist differential settling m Provide p.t, rim joist g patio 11 G.,7 ten- REBAR REOUIREMENTS, (2)#4 Continuous in ftg. (1) 9 top of wall. IZ #4 vert. R/F Q 18'. R/F Stl to be ASTM A-615 Grade 40 REVISIONS 24' max height for std fnd wall 24'-provide #4 rebar 10' o.a horz./16' o.c, vert. 2' 6' max heightfor6' wall, 4' max for 8' well Footings to rest on 2000 psf undisturbed soil. CRAWL SPACE VENTIALTION per R408.1 Provide 1185 sq in min net (1/150) 14- (ill BNIW screened v 7,2 sq in each o net (70% - el provided Install !n Rim (typ (4 750 s 144/150-720 sq in required M vent within 3' of each end J H UNDER FLOOR INSPECTION REQUIRED Q } 0) ALL Holdowns,'Freming, Anchors and Sheerwalis must be Inspected before covering. WO S m Provision shall be made to prevent \ CV\ water from collecting in crawl spaces and from leaking pnt basement floors. 0 _ \ m M Q z II O Q LL REVISED PLAN APPROVED CITY -OF EDMONDS BUILDING DIVISION PLANS EXAMINER:Fa DATE 4 / �( U U7 cF J } N u7 Cr) J rn W 2x4 P.T. Nailer In conc, pour 16' o.c. Form nail pins @ 12' oc. W U to hold naller In wall Sidi Nailer In Cale. Wall - Plen View � N 1/2'=1' 0' CL in � � I C ~O E U DID EPB44 slab W CV t e' W U) nd Z O 1 /1 f2 #4 t f- 1 12' 1 W d-' (A I sono 1 4- conc slab i--I d I tube I- - �� 10" min CV CV - - -4 124x24x10 pad w/(2)#4 ea way i i z-,Ftg to bear on firm - - - I / 16" undisturbed soil j 9 r N 9 Sow Tube-PCOETAL 19 Int, Thickened Slab 1`�AR 13 2019 NTS./i*'1ivi0E"rr (�(J COPY 1-------- Q'rPHICTURAL REVIEW 63W 3-1001- 1338 L�7 � THE ATTACHED RELEV JOB#0867 DX REVIEWED BY UPSTATE EN IN j (2D, ,c.<!ofi5•ieMPseNI INN ONLY PER m 20 m 4x4 post pos connect T&B Typ T-1^ T-1^ 1/A2 RSW 1/A2 RSW First Floor ® Carbon Monoxide Dectector per 315 ® Smoke Dectector per 314 Surface mount light ® Recessed can light Xse 60 cfm exhaust fan to ext. X xxx cfm spot/whole hs exhaust vtos Vent To Outside X Fan/Light Combo Single pole switch s 3 way switch Duplex outlet 220 volt outlet Ground Fault Interupt — Frost Proof Hose Bibb All walls indicated_ to be SW-1, U.N.O. STRUCTURAL LEGEND Headers 4x10 DF2 U,N.O, 1st Floor GLB, 24F V4 U.N.O. ------- Dbl F.J. — - - Beam SW-1 — — — Shearwall T-� Hold Downs NOTE, All metal 1n contact with treated wood Shall be approved for such contact Additional Specs on Sheets AM & Stfuchral Notes attached NOTE, Notching and Boring holes in studs For Interior and Exterior walls per 2012 IRC R602.6 (1) & R602.6 (2) Prol65tlek to well g RA. � DOORS 3 wlnmw 4 Door 4 7 2 s mgl � apeN,g Z b ell ends Z rot L Install bottan WetxBloCk Flasld,g S Applyy 3/8 bead Top li0e Sealant 6. Latall windows per sanf. space 2. followed by Wetereack Carirer L'uads inside Poll Wage, 7. IMell top PeelBSack nrenNg 3 Peel 8 SMck on sill, 2 1/7 over 1.both frets . top ,d,dav Gage / 8 4.a )Mall side WateBlak 2 f1asN,g boM aides 1 1 db hlnp doors Follow the sore detells .for windows excepi� y I 1 » 1�1rc1etlled fl ftp the ihreshotiamld and folded the front edoa SNp l wrap I end an doore "r/Brlak Mold, tFe'tap Pro785tick - -%VeP lwV' I - _ - 61r1p goes on before the door. All other steps and detells ra nin the eenre ea with window flasiine Far doore with flanges ell nand & Place 80 Mn peps• uder A 88 Mn parer - verl la PealBStkk / paler 13 )retell/ "a. — strip Boas an � ' edge of lowx w new PeelBStick Y ho n ova lq Idea and tap 8 p qa tlght�M window f�mge iha dom Is )retailed, line w ndowe 2' veri. overlap 1l IMeli nretel fag fleshing INSTALL FXTERTOR DOORS WITH TWO (for SF Cgdo-I8' overly 12 Start piper oufetde of the INSTALL pF TOPP I C S fiashbg ea you ova•Ip - per code WDMW/DOOR FLASHING RMAIIATION DETAK - NM Hold stringer as high as possible to the treads/risers shorten tread/run as much as allowed to minimize encroachment on Closet Door STAR CLEARANCE DETAIL SECTION 1/4'= 1' 0' 2 Story — 2 Car — 29 x 44 — 1945 sf — GR — Lot 5 STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT DOC ENTS. JOB# 086'1 DATE 2 7� I Eng'd Truss Q 24" o,c, REVIEWED BY� UPSTATE ENGINEERING 6) 280-0715 • services@,,t8.wm IF STAMP INK NOT RED. N X td ro O� 0 Master °= N WIC Bath 7 O l'I All Ducts within open web Flr Truss 18" Floor Truss X ro LR DR 6) I R-30 2x10 9 Crawl space 6 mil V.B, (Bik) Section A 10, i,1 Gas HW Tank DETAIL `J NT.5. PER R'AN BEAM 2.4 WALL 24 WALL $g 4x (SAWN) (2) 2x4 (2) 2x5 'F5 6x (SAWN) (3) 2x4 (3) 24 D' 3 1/8 (BLIP (2) 2x4 (21 2)18 5 1/8 (GLB) (3) 2x4 (3) 2x8 OS/Ce ad 3 1/2 (MANF) (2) 2.4 (2) 24 rc 5 1/2 (MANF) (3) 2x4 (3) 2x6 ,a=oD st1ATs IRDER TRUSS (3) 2x4 (3) 24 m HEADER 2x4 WALL 24 WALL 4x (SAWN) 2X4 2X6 I 6x (SAWN) ---- 2x6 3 1/8 (GLB) (2) 2x4 2x6 1 5 1/8 (BLIP ---- (2) 20 1/2 (MANF) (2) 2x4 2x8 OBL If S 1/2 (MANF) ---- (2) 2X6 UPOST / STUD Q POINT LOADS ea er _ equal m � man 5060 hs 6080 sgd SGD 8 Window P.O. let Floor Elev, View ROUGH OPENING FRAMING DIMENSIONS LA VENTA DE PUERTAS LAS MEDIDAS DE LAS ABERTURAS CONSTRUIOAS TYPE WIDTH ROUGH TIPO De PUERTA De ANCHURA La Aborture EXTERIOR DOORS OPENING LAS PUERTAS EXTERIORES sin Is Forme METAL- SINGLE HANDICAP DOOR WIDTH PLUS 2' 81 5/8' PUERTA DE METAL PARA LAS-SILLAS CON RUEDAS ANCHURA DE LA PUERTA MAS 2' 81 5/8' METAL - SINGLE DOORS WIDTH PLUS 2' 82 1/2' UNA PUERTA OE METAL ANCHURA DE LA PUERTA MAS 2' 82 1/2' METAL - DOUBLE W/ASTG DOOR WIDTH PLUS 2 1/2' 82 1/2' PUERTAS DOBLES DE METAL CON 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 OUE ASHE FOR AFUERA ANCHURA DE LAS PUERTA MAS 2' 81 METAL W/SIDELITE 14" 3/0 DOOR W/I S/L 53' PUERTA DE METAL CON VENTANA PUERTA 3/0 CON UNA VENTANA 53' 1/4' WOOD DOOR SIIIGLE W/B 3/0 DOOR W/2 S/L 68' DOOR WIDTH PLUS 2' 82 1/2' 83" UNA PUERTA 3/0 CON DOS VENTANAS 68' 82 1/2' WOOD DOUBLE W/ASTG W/B DOORS WIDTH PLUS 2 1/2' 83' PUERTA DE MADERA PUERTAS DOBLES DE MADERA CON ASTG ANCHURA DE LA PUERTA MAS 2' 83' WOOD SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 83, PUERTA DE MADERAOUE ABRE FOR AFUERA ANCHURA DE ANCHURA DE LAS PUERTAS MAS 2 1/2' 83' WOOD W/SIDELITE W/B 3/0 DOOR W/1 14' S/L 53' PUERTA DE MADERA CON VENTANA PUERTA 3/0 LAS PUERTA MAS 2' CON 83, DOOR W/2 1/4 S/L 68' 83 1/4' UNA VENTANA 53' INT. PRE -HUNG ODORS LAS LAS PUERTAS PRECOLGADAS INTERIORES PUERTA 3/0 CON DOS VENTANAS 68' 83 1/4' SINGLE PREHUNG DOOR WIDTH PLUS 2' 82 1/2' PUERTA PRECOLGADA CLASICA ANCHURA DE LA PUERTA MAS 2' 82 1/2' INT, DBL W/ASTG DOOR WIDTH PLUS 2 1/2' 82 1/2' PUERTAS DOBLES CON ASTG Y CERROJOS ANCHURA OE LAS PUERTAS MAS 2 1/2' 82 1/2' INT, DBL W/ROLLER CATCHES DOOR WIDTH PLUS 2' 82 1/2' PUERTAS DOBLES SIN ASTG ANCHURA DE LAS PUERTAS MAS 2' 82 1/2' HOUSE TO GARAGE WB DOOR WIDTH PLUS 2' 83' PUERTA SOLIOA (ENTRE LA CASA Y EL GARAJE) ANCHURA DE LA PUERTA MAS 2' 83' POCKET DOORS FRAME TYPE LAS PUERTAS ESCONDIDAS ACME (LADDER TYPE) SINGLE DBL DOOR WIDTH PLUS 2' 84 3/8' UNA PUERTA ACME ANCHURA DE LA PUERTA GOBLE 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 V 84 3/8' UNA PUERTA JOHNSON ANCHUAA DE LA PUERTA COBLE MAS V 84 3/8' JOHNSON (VERT, STUD) DOUBLE DBL DOOR WIDTH PLUS 0' 84 3/8' JOHNSON PUERTAS DOBLES ANCHURA DE LAS PUERTAS MAS 0' 84 3/8' BIPASS LAS PUERTAS OUE SE PASAN BIPASS W/ORYWALL JAMBS DOOR CALL -OUT SIZE -1' 83 1/8' CON JAMBAS DE YESO TAMANO DE LA PUERTA -1- 83 1/8' BIPASS W/WOOD JAMBS DOOR CALL -OUT SIZE PLUS 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 vinllo BIFOLD W/DRYWALL JAMBS DOOR CALL -OUT SIZE PLUS 1 1/4' 82' ON CARPET DE HOJAS CON 1/2' JAMSAS TAMANO DE LA PUERTA MAS 1 1/4' 82' on alembro REVISIONS N O Z M H w 05 t m O O 1 CV LLLL am rn U) II tr �- C LL .�-t -O J U) N J 4- u0 ur J d- LU 0) � I 1 K O X 0) CL CV U) (n i C O Q M LU U (V Z W � O X: N CV —�Maus JUL 2 ) 20 aULLf31N�D-NAFi' %ANY' u� 4x4 post pos connect T&B Typ S6N T-1 15' 10" ----------------- Q 2' cant 5060 hs 5060 hs CV � LR 0 L9' Ceiling all ducts ithin ceilin vo �/ I i i lit 8xl3-2 conc patio T-I T-I Q 3' 6080 sgd .3060 s 3-4x10 GB vented frame abv DR a Vn - - - 3' 8" 5-6x3 3E Kit �-3' 4" 13 d frig �ee w 136' L Gas Tankless HW 74 % EF " self closin _ -x20 metal cla w 20 lim rated door 5' 1" er IRC302,5,16 -3 8" w abv abv! _ Entr(� D (n I Ln 2 Car Garage Concrete s° Slope to Door N co c Type X GWB all W Y -common surfaces ro ' 3080 with living space, beams, posts min 1/2" on walls min 5/8" on lid h h sg 9060 sgg� 4_4'___ -----------_-1 2 - 5 1/8x15 Gl@ � Section B/A3 �I 150-80 conc m 4fi" 60 N N T-I^ T-1^ I/A2 RSW I/A2 RSW First Floor ® Carbon Monoxide Dectector per 316 ® Smoke Dectector per 314 ):� Surface mount light ® Recessed can light X50 50 cfm exhaust fan to ext. X xxx cfm spot/whole hs exhaust vtos Vent To Outside X Fan/Light Combo Single pole switch 3 way switch Duplex outlet 220 volt outlet Ground Fault Interupt Frost Proof Hose Blbb All wells indicated_ to; be SW: 1F U,N,O, STRUCTURAL LEGEND Headers 4x10 DF2 U.N.O. 1st Floor GLB, 24F V4 U.N.O. ------- Obl FJ, — - Beam SW -I — — — Shearwall -1 Hold Hold Downs NOTE, All metal In contact with treated wood Shall be approved for such contact Addlilonal Specs on Sheets AB-8 & Structural Notes attached NOTE Notching and Boring holes in studs For Interior and Exterior walls per 2012 IRC R602.6 (1) & R602.6 (2) Peel&Stick to well a R.0. 7 -. WNdow 4 oPeM^a e 4' 2 s 3 4 ell anda T L Install bottom WatarBlock FlasMtg S ApplY 3/8 bead Top 900 Sealant 6. Install wInd.- per —f. specs 2. followed by WetwBlaak Corner Guards Inst rell flag. 7. Install tap Peel&Slid Fleshing 3. Peel & Buck an tffl 2 1/2'flas over both front over top w11Mow flags / 4. Instan aim weteraroak fleshing bam eltlea I l I .rQ Peepla5flck i � � tlfjea lam, I - I S. Piece 60 mN paper raker non sflckg 0 60 Mn paper - overlap per UBC le Peel&Stick over flange and Paper 13 Install Sldag over flesMng edge of lower,wlndow Peel&Sack B' horz overlgl On eltles end top 8 paper tight to wlMow frmne 2' veri. overlap 11. Install metal tap flaehag (far SF Cando-18' overlap) 12. 5� � e O t per sotla WDWW/DOOR FLASHING INSTALLATION DETAIL — NTS Hold stringer as high as possible to the treads/risers shorten tread/run as much as allowed to minimize encroachment on Closet Door B STAR CLEARMM DETAL SECTION 1/4'= T 0' 2 Story — 2 Car 29 x 44 — 1945 sf — GR — Lot 5 DOORS 3 Door opening a 2 L FlasMng doors Follow the same details m far windows oepti The MolsioP 1Mp on the bottom Is Installed flat an the 1Ngshold an d rotded over the rraat aeddtSap�ae stMP Goes an Woe the app.,'top All other steps end detelis remain the sane es with window neeMne For d— wlih flmgas ell around nmke sag top etr1P goes an alter the door 1s Installed, like windows INSTALL EXTERICR DOORS WM TWO BEADS OF TOM gag CAULK. 16 Gas HW Tank DETAIL N.T.S. aRE/fl 1£R Eng'd Truss G 24" o,c. IT. /RI lad —F—: I I STLOS X N rn x Typ to Do _ rn c Master c2 N7 WIC Bath 0 (7 All Ducts within open web Flr Truss 18" Floor Truss 1g X m (o L REVISED PLA APPROVED R CITI OF EDNIONDS D JILDING DIVISION N o --'�� PLANS EXAMINER O DATE o ie' Slab on grade 6 mil V.B. (Blk) P PLAN YINC I REOD OaL If )g r peetr TRMStS BEAM 2x4 WALL 2.6 WALL on 4x (SAWN) (2) 2x4 (2) 2,1 6x (SAWN) (3) 2.1 (3) 24 on 3 1/8 OILS) 5 1/8 (GLB) 121214 (3) 2x4 (2) 2x6 (3) 24 3 1/2 (MANE) (2) 2x4 (2) 24 z 5 1/2 (MANF) (3) 2x4 (3) 26 GIRDER TRUSS (3) 2x4 (3) 24 rc HEADER 2x4 WALL 24 WALL 4x (SAWN) 2X4 24 fa6x (SAWN) ---- 2x6 3 1/8 (GLB) el el 5 1/8 (GLB) (2) 2x4 ---- 2x6 (2) 24 1 5_1/2 (MANE) (2) 2x4 24 1/2 (MANE) ---- (2) 24 POST / STUD L POINT LOADS 3 �aveHan �w eater equal m m �m 5060 hs o0 6080 sgd Section A SGD & Window P.O.1st Floor Elev, View ROUGH OPENING FRAMING DIMENSIONS LA VENTA DE PUERTAS LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS TYPE WIDTH ROUGH TIPO De PUERTA De ANCHURA La Abartura EXTERIOR DOORS OPENING LAS PUERTAS EXTERIORES sin to Forma METAL -SINGLE HANDICAP DOOR WIDTH PLUS 2" 81 5/8' PUERTA DE METAL PARA LAS SILLAS CON RUEDAS ANCHURA OE LA PUERTA MAS 2' 81 5/8' METAL - SINGLE DOORS WIDTH PLUS 2' 82 1/2' UNA PUERTA DE METAL ANCHURA DE LA PUERTA MAS 2' 82 1/2' METAL - DOUBLE W/ASTG DOOR WIDTH PLUS 2 1/2' 82 1/2' PUERTAS DOBLES DE METAL CON ASTG ANCHUAA DE-LAS PtIERTAS MAS 21/2' 82 1/2' METAL SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 81 1/4' PUERTA OE METAL DUE ASHE POR AFUERA ANCHURA DE LAS PUERTA MAS 2" 81 1/4' METAL W/SIDELITE 14' 3/0 DOOR W/IS/L 53' PUERTA DE METAL CON VENTANA PUERTA 3/0 CON UNA VENTANA 53' 3/0 DOOR W/2 S/L 68' 82 1/2' PUERTA 3/0 CON DOS VENTANAS 88' 82 1/2' WOOD DOOR SINGLE W/B DOOR WIDTH PLUS 2' 83" UNA PUERTA DE MADERA ANCHURA DE LA PUERTA MAS 2' 83" WOOD DOUBLE W/ASTG W/B DOORS WIDTH PLUS 2 1/2" 83' PUERTAS DOBLES OE MADERA CON ASTG ANCHURA DE LAS PUERTAS MAS 2 1/2' 83' WOOD SWING OUT (BUMPER SILL) DOOR WIDTH PLUS 2' 83' PUERTA DE MADERAOUE ABRE POR AFUERA ANCHURA DE LAS PUERTA MAS 2' 83' WOOD W/SIDELITE W/B 3/0 DOOR W/1 14" S/L 53' PUERTA DE MADERA CON VENTANA PUERTA 3/0 CON UNA VENTANA 53' 3/0 DOOR W/2 1/4 S/L 68' 83 1/4' PUERTA 3/0 CON DOS VENTANAS 68' 83 1/4' INT. PRE -HUNG DOORS LAS PUERTAS PRECOLGADAS INTERIORES SINGLE PREHUNG DOOR WIDTH PLUS 2" 82-I/2' PUERTA PRECOLGADA CLASICA ANCHURA DE LA PUERTA MAS 2' 82 1/2" INT, DBL W/ASTG DOOR WIDTH PLUS 2 1/2' 82 1/2' PUERTAS DOBLES CON ASTG Y CERROJOS ANCHURA DE LAS PUERTAS MAS 2 1/2' 82 1/2' INT. DBL W/ROLLER CATCHES DOOR WIDTH PLUS 2' 82 1/2' PUERTAS DOBLES SIN ASTG ANCHURA DE LAS PUERTAS MAS 2' 82 1/2' HOUSE TO GARAGE WB DOOR WIDTH PLUS 2' 83" PUERTA SOLIOA (ENTRE LA CASA Y EL GARAJE) ANCHURA DE LA PUERTA MAS 2" 83' POCKET DOORS FRAME TYPE LAS PUERTAS ESCONDIDAS - ACME (LADDER TYPE) SINGLE DBL DOOR WIDTH PLUS 2" 84 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 V 84 3/8' UNA PUERTA JOHNSON ANCHUAA DE LA PUERTA DOBLE MAS V 84 3/8" JOHNSON (VERT. STUD) DOUBLE DBL DOOR, WIDTH PLUS 0' 84 3/8' JOHNSON PUERTAS DOBLES ANCHURA DE LAS PUERTAS MAS 0' 84 3/8' BIPASS LAS PUERTAS OLE SE PASAN BIPASS W/DRYWALL JAMBS DOOR CALL -OUT SIZE -1" 83 1/8' CON JAMBAS DE YESO TAMANO DE LA PUERTA -1' 83 1/8' BIPASS W/WOOD JAMBS DOOR CALL -OUT SIZE PLUS 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 OE HOJAS CON JAMBAS DE YESO TAMANO DE LA PUERTA MAS 1 1/4' 81 1/2" an vinilo BIFOLD W/DRYWALL JAMBS DOOR CALL -OUT SIZE PLUS 1 1/4' 82' ON CARPET DE HOJAS CON 1/2' JAMSAS TAMANO DE LA PUERTA MAS 1 1/4' 82' on alambro mwo S7 UCTURAL REVIEW THtS. DRAWING HAS BEEN REVIEWED FOR CD W tt� Q N C � NNN� is ci V m m m m m m D REVISIONS 4- 0 Z CO Q L) o(n I N U- m M � all � � a LL —i In In 4- lf) O w J w 1� I ~ I W U EL 0) IL (V U) in I (if -0 C 0 O -a a U m W (V W N W 't- M � o oPIE, r. {•. OFEOU UPSTATE ENGINI (2p11111114115, 90-0T 15 • servlae V(�Ip 11 STAMP INK Whole Hs Fan, Label shall be fixed to control that reads; Whole House Ventilation See Operating instructions 2012 IRCM 1507.32 ® Carbon Monoxide Dectector per 315 ® Smoke Dectector per 314 j Surface mount light ® Recessed can light Xpa 50 cfm exhaust fan to ext. X xxx cfm spot/whole he exhaust vtos Vent To Outside X Fan/Light Combo Single pole switch 3 way switch Duplex outlet Q� 220 volt outlet rR Ground Fault Interupt Rh— Frost Proof Hose Bibb 1155 1129' .;G15R Gh SW-20 3050 sh Second Floor All wells indicated_ to be SW-1, U.N.O. STRUCTURAL LEGEND Headers 4x8 DF2 U.N.O. 2nd floor GLB, 24F V4 U.N.O. ------- Dbl F.J. — - - Beam SW-1 — — — Shearwall T-1 Hold Downs NOTEI All metal In contact with treated wood Shall be approved for such contact Additional Specs on Sheets A68 & Stuct ml Notes attached NOTE- Notching and Boring holes in studs For Interior and Exterior walls per 2012 IRC R602.6 (1) & R602.6 (2) I �- 2Story-2Car— 29x44-1945sf—GR—Lots5 r J _ - _ 1 _ Truss I I I I I l i I, ___ _ __ _ _ - ------ -- Ir - -- - ---- -I--- -- 1 -I II I I I I II I II II I EE m m N SS S � I I ,I II I I ®4" I � II II II II I I ®4" UII II I II II III II s REVISIONS I I I II II I I r-- _ __ - -- , - L Eng'd Truss Q 24" o,c, N V - - - - - - - - - - - - -I U) 0 III II II U- I I 3 F \ ®5" LL II II II II II ,, II II ,L_ O O '~ O J N II II LL \ II L m t) O O II _ -' -- JI Truss U 3 U) CL ---------- 1- --- Truss 2x8 @ 24' o,c. Roof Plan -J } J � H U d- o � 0) CL CV N IA I C Q O -0 U m W (V W W 't- U) r-r d- N N STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT COCUMENT . J013#0 o DATE 2- REVIEWED BY UPSTATE EN G IN (206) 2D0�T15 •—ices(alupsi" — VOID IF STAMP INK NOT RED. RESUE JUL 2 5 2018 DIY ®F� MALL PER n.AN FIT sa.m aLARi ARY NAILS PER FLAN SIEATHM PER RAN No Pet PLAN (OR ROOF TILSS) W/ STUD TRUSSES OR RAFTERS PARALLEL EI TO WALL SE ALL PER PLAN sIEMWALL PER PLM TIGHT FR sm-m am TIplf FIT SOLID &W BGL O Y HALLS PER PLAN aeNeNR HALLS PER PLAN RODF 9EAIRM PER PLAN ROOF SHEATHING PER PLAN TRW6 (NOND PER PLAN 2X caxrNAlws ROOF FRANNO PER RAN SOLIDI B= W/ LEOC� W/ m- Lad EA STUD tll- lad EA SnID OMIGULAR TO WALL TRUSSES PERPENDICULAR TO WALL ROOF SHEAR TRANSFER -TIP 1/2" - 1' 0" Wall per plan-� I I x Blocking-w/ Edge Nailing Rim Joist --,A W' FJ per plan A35 per SW Schedule -� J Wall Framing per plan 3 Shear Transfer O Cant, Joists 1/2" - P 0" resist 200 Ib load any direction Recess Into floor w/solid blocking Underlaynnant� 2x Joist 18 RAIL WALL END STUDS Section View 1/2" - P 0" Shearwall per p L_ King Stud continuous from bottom to lop plates (tohyP LSTA21 w/ l0d Center 8 Edge 2 de of opening of opening (typ 4) Hdr per plan 'n panel edge mill ng Full Height WINDOW OPENING t i , flat blocking Aween studs I required (typ 4) oldown per plan Holdown per plan PERFORATED SHEAR WALL DETAIL D 1/2" - 1' 0" CATHEDRAL CEILING FALSE BEAM DETAIL 2Story— 2 Car— 29x44— 1945 sf — Lots56&7 1/2" - 1' 0" 12 20+yr F,G, roofing 15# roofing 6 15# roofing felt 7/18 OSB sheathing 24" .'ci Insulation baffles Eng'd Truss (typ R-49 FG, Insulation Dbl 2x top plate 4x8 #2 DF header or as noted 2x F,J, per plan r Insul Hdr R-10 Rafters Q 24" o,c, Insulation baffles lid Blocking Framed roof7opt d Blocking lx8 Fascia 2x6 C, 1 ' 26g Alum, Gutter 8d Galy. Q 6" o,c. diaph, to top plate) if within 5' setback no vented blocking use Cor A vent/Smartv hr const per IRC 8" Horz, Hardboard Lap Siding on 7# felt 7/16 OSB corner sheath nail 8d Q 6" edge/12" field (typ) or per engineer calcs for shear 2x6 studs 16" o,c, #2 HF or better R-21 F.G, insulation attach stub or use 4 mil vb 1/2" GWB 2x6 base plate, w/16d 8" o,c, 8 16d Q 6" o,c, slant nail 2x10 Rim joist with 3 16d each joist 24 pressure treated sill plate Simpson A35 Q 32" o,c, Mudsill Anchor per schedule 2x F,J, per plan R-30 5" 8 8" pc fnd wall #4 18" oo,c,horz, 8 vert, min 6xl2 8 8x16 footer Over 2' Hi - #4 10" o,c, horz„ 16" o,c, vert, Slope grade Q 1/4" per foot away from foundation 4" perimeter drain in stone, connect to approved discharge to daylight 4' dia. tlghtline 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" - 1' 0" 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) Ih 6' 8' min. clearance to nose of tread � Firestop adjacent wells per 708.2.1 At all stair locations 1 1/4" - 2" dia, continuous full length handrail with 1 1/2" min, space toAat Return ends to,wall or �nosing minate post per R311.7,8.2 Rail 34"-38" above stair 2x treads and ix risers 6" sphere does n Guard/Handrail to sustain pass through 200 lb load V sphere does Balusters to sustain 50 lb load pass through or Frame from nose of tread 2x4 16" o,c, studding anchored to stringers and floor GWB both sides continuous 36" wide min, landing LSU 210 Hngr or A35 2x12 Stringers 10" tread (min 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 2e TYPICAL STAIR DETAIL Per R311,5 1/4" - 1' 0" TYP WALL / WINDOW SECTION 2nd Floor 1/4" - 1' 0" NOTE, Splice and nail top plates as shown at all Exterior wells, sheer walls and at each floor level and at roof, TOP PLATE SPICE ELEV STRi1CT8. R A!_FZ.EEVIIFW 1/4" — P 0" THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REOUIREfJiENTS ONLY PER THE ATTACHED RELEVANT DOCUMENTS. JOB# QS'07DATE _ 7) /fig REVIEWED BY 77 UPSTATE ENGINEERING (206) 280-AT15 • "1!.."Qupsl6.com VOID IFS.", INK NOT RED. REVISIONS co J LO U) Lo En (n +-- o) W 0 (if 4- I U �- CL O N � N I C O Q O -0 U m W N Z U W V- (n 1: N N Jdtld 54418 r WALL PER PLM Pn 57L.ro eLro ANY RAILS PER PLAN SI TKWO PER PLM NO PER PLAN (OR ROOF TRI155) W/ s7U0 TRUSSES OR RAFTFRS PARALLEL TO WALL SVEARWALL PER PLM S EARWALL PER PLAN TIORT FIT SOLID ago TIpR FIT SOLID SUL'O BOU,DMY RAILS PER PLM BOUNDARY NDLS PER PLAN ROOF SIEATIDD PER PLM ROOF SVEATHOq PER PLAN TRL65 a ) MR PLM 2X CNETNDUS ROOF FM,flNG PER PLAN soup — W/ 12F N!tl EA STLD 2f( LEGER W/ f?f 1W EA STUD TRUSSES PERPENDICULAR TO WALL 2 LOW ROOF SHEAR TRANSFER-TYP 1/2" - 1' 0" Wall per plan 2x Blocking w/ Edge Nailing Rim Joist ---� N M' FJ per plan A35 per SW Schedule Wall Framing per plan DShear Transfer 0 Cant, Joists 1/2" - P 0" resist 200 lb load any direction Recess Into floor w/solid blocking Underlayment� 2x Joist 18 RAIL WALL END STUDS Section View 1/2" — 1' 0" Shearwall per pl King Stud continuous from bottom to Top plates each side of opening LSTA21 w/ 10d Center 8 Edge (typ 2) of opening (typ 4) Hdr per plan ,n panel edge nelling Full Height WINDOW OPENING t F N flat blocking Ttween studs B required (typ 4) loldown per plan Hold— per planDPERFORATED SHEAR WALL DETAIL 1/2" P 0" CATHEDRAL CEILING FALSE BEAM DETAIL 2 Story — 2 Car — 29 x 44 — 1945 sf — Lots 5 6 & 7 1/2" - 1' 0" 12- 20+5# roofing F.Gfin roofing J 6 15# roofing felt x8 Rafters p 24" o,c. "�- 7/16 OSB sheathing 24" o.c, Insulation baffles Insulation baffles Eng'd Truss (typ) R-4 3 F,G, Insulation lid Blocking Framed roof olid Blocking 1x8 Fascia 2x6 C.1 " 0.c. Dbl 2x top plate 25g Alum, Gutter 4x8 #2 DF header 8d Galy, D 6" o.c, 0 or as noted diaph, to top plate) a if within 5' setback C. no vented blocking use Cor A vent/Smartvent opt r con r IRC 8" Horz, Hardboard Lap Siding on 7# felt 7/16 OSB corner sheath nail 8d l 6' edge/12" field (typ) 2x F.J. per plan or per engineer calcs for shear 2x6 studs 16" o.c, #2 HF or better Insul Hdr R-10 R-21 F.G. insulation attach stub or use 4 mil vb c 1/2" GWB m a 2x6 base plate, w/16d 8" o,c, 8 I6d 9 6" o,c, slant nail 2XI0 Rim joist with 3 16d each joist !Z 2x6 pressure treated sill plate Simpson A35 G 32" o,c, Mudsill Anchor or A,B. per schedule; Slab on grade #4 18" o,c. horz. 8 vert min 8" pc fnd wall, Over 2' Hi - #4 10" o,c, horz, 16" o,c. vert. 8x16 footer Slope grade g 1/4" per foot away from fnd 4' die. tightline roof drain seperete from perimeter footing drain to daylight 6 m11 black vapor barrier with 12' lap seams TYPICAL 2 STORY SECTION 1/4" - 1' 0" Eng'd Truss / Site Frame RGVISGDPLANAPPA CITY OF EDIONDS BUILDING r i If open rail Is used then space balusters so a 4' sphere will not pass through - -SU 210 Hngr or A35 each stringer (typ) 7 6' 8' min, clearance to nose of tread Firestop adjacent walls per 708.2.1 At all stair locations 1 1/4" - 2" dia, continuous full length handrail with 1 1/2" min, space to wall Return ends to wall or terminate at post per R311.7,8.2 Rail 34"-38" above stair nosing 2x treads and lx risers or PLANS EXAMINER DATE 41 /f0 from nose of tread 2x4 16" 'o.c, studding anchored to stringers and floor GWB both sides continuous 36" wide min, landing -SU 210 Hngr or A35 2x 12 Stringers 10" tread (min 10") Max. 7 3/4" rise w/ 3/4" to 1 1/4" nosing 6" sphere does 'not ' Fireprotect enclosed under stair walls Guard/Handrail to sustain pass through I and soffits with 1/2 GWB 200 lb load 4" sphere does not Firestop Adjacent walls per R302.11 Balusters to sustain 50 lb load pass through 2e TYPICAL STAIR DETAIL Per R311,5 1/4" - 1' 0" Hdr CD 3 o n C "0 3 sill TYP WALL / WINDOW SECTION 2nd Floor 1/4" - 1' 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, 1/4" - P 0" y %��' y 14 STRUCTURAL R VIEW P1AR F201� TH IDS DRAWING HAS BEEN REVIEWED FOR REVISIONS III od U CO Y,— J } Ln d- LU O rn H J I } ILL! 0 �- L. X tr E N U) In I f -O C tr O Q E m W U N LLI M >- ~ WU) H-I � X: N N to I FACHED RELEVANT DOCUMENTS. JOB#QR07DATE If iq REVIEWED BY& UPSTATE ENGINEERING -' (206)2804715 -,-1 s@ W8.cam VCID 1F STA:-1NK NOT RED. Upstate Engineering Services PO Box 952 Lynnwood, Wa 98045 (205) 280-4715 UpstateEngineerOgmail,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-1667 TEST PROCEDURES, CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT, MAXIMUM SLUMP IS 4'. SEGREGATION OF MATERIALS TO BE PREVENTED, REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH A STM A-615. LAP SPLICES 32 BAR DIAMETERS, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 W1A X W1A, LAP ONE FULL MESH AT SPLICES TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x- AND GREATER): -DF-L#2 JOISTS / STUDS (2x-); HF#2 / STUD GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 @ CANTILEVERS) 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO ?W WPA GRADING RULES FOR WESTERN LUMBER?, LATEST EDITION, ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE TP,I. AND THE IBC, ALL CONNECTIONS PER IBC TABLE 2304,9.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2' CDX PLYWOOD (32/16) OR 7/16' OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6' 00, AND INTERIOR SUPPORTS WITH 8d AT 12' O.C.; BLOCKING NOT REQUIRED, FLOOR DIAPHRAGM INSTALL MINIMUM 23/32' T&G STURD-I-FLOOR (24od SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12' O,C„ BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE, THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED, DO NOT SCALE DRAWINGS, PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: NOMINAL WIND SPEED - 85 MPH RISH CATEGORY II ULTIMATE WIND SPEED -110 MPH IMPORTANCE, 1=1.0 WINDOW EXPOSURE, B Kzt =1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le =1.0 SS =1260 Site Class, D S1 = OA93 SEISMIC DESIGN CAT., D SIDS = 0.43 SEIS, FORCE RES, SYS, A.15. SDI = 0.60 DESIGN BASE SHEAR = 6782 Ibs CS = 0.13 RISK CATEGORY II R = 6.5 SHEARWALL & HOLDOWN NOTES (U,N.O.) Upstate Engineering Services PO Box 952 Lynnwood, Wa 98045 Date; 9/8/2017 (205) 280-4715 UpstateEngineerLgmail,com Job # 0807 (1) Simpson or equal. Locate at end of shearwall u.n,o, Install per manufacturer recommendations for foundation min end distance and embedment, deepen foundation as required, (2) Construct cripple wall same as shearwall (SW) above, and gabel-end same as shearwall (SW) below. (3) 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=0,148x311, 12d=0,148"x3 1/4", 15d=0,152"x3 1/2", 15d Sink ers=0,148"x3 1/4" (6) Install H 1's on all trusses/rafters, A35's at 24" o,c, gables & rim joist (or solid blkg) to top plate (sill plated at fnd) UNO; When specified spacing is less than 24" o,c,, install A35's at roof solid blk'ing to SW top plate, and install H 1 or 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 6" o,c, at abutting panel edges, (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a min of 2 bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece, 2x min PT, UNO, HOLDOWN SCHEDULE SIMPSON U.N.O. Mark Vertical Horiz, Hold down / Strap *(D Fasteners to (2)-Studs Min UNO Foundation Anchorage )(0)(4) Comments T-1 STHD 14/ 14RJ (38)/(30) - 16d N/A SHEARWALL SCHEDULE Sheathing -Applied to Sheathing Edge Nails #5 Roof to Top Plate Sill Plate Anchors w/ Mark 2x HF studs 0 15" o,c, All Edges Blocked Base Plate Floor to Top Plate 3" x 3" x 1/4" washers *(2) U.N,O, Below (do not penetrate past flush) Nailing #5 & Sill Plate X(6) see note *(8) SW-1 7/ 15" OSB 8d 0 6" o,c, (12" o,c, fld,) 16d 0 12" o,c, H 1 0 24" o,c, 5/8" dia x 10" AB's 0 60" o,c, or A35 0 24" o,c. SW-2 7/ 15" OSB 8d L 4" o.c, (12" o,c, fld,) 15d 9 8" o,c, A35 0 20" o,c, 5/8" dia x 10" AB's 0 48" o,c, SW-3 7/ 15" OSB (-X7) 8d 9 3" o,c. (12" o,c. fld.) 16d 0 6" o,c A35 9 15" o,c, 5/8" dia x 10" AB's 0 48" o,c, SW-4 7/ 16" OSB 0(7) 8d L 2" o,c, staggered 15d 0 4" o,c, A35 0 12" o,c, 5/8" dia x 10" AB's 0 15" o,c, (12" o,c, fld,) 'RSW 7/ 15" OSB Both Sides (X-7) 8d 9 2" o,c staggered See Detail 1 / A2 (12" o,c, fld,) 2Story— 2 Car— 29x44— 1945sf — Lots51 6&7 STRLING HAS PEE REV IEED THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED RELEVANT DDCU ES. N JOB; Q a"1 DATE ' REVIEWED BY UPSTATEENGINEERING U (206) 2601715 • servIF ,s upste.com VOID IF STAMP INI(NOT RED. "�yLiWO c� O (o w �- Z � N Q I N m rn U =� I I- a N -0 00 J N J U-) N In�I 'w-' 0 ICY) ~ I 4- O U a- N W -0 I c O Q E U m W N W (n O W N � (N [N' RESUB JUL 2 5 2018 D�F.PARTMENT SPECIFICATIONS VENTILATION AND INDOOR AIR QUALITY CONTROL-2015 CODE Size, per IRC 2015 Joint seals, gaskets, weatherstripping) required around all GENERAL SPECIFICATIONS GARAGE FIRE SEPERATION WALL; Type "XII 8 openings such as doors windows and access panels, and 5/8 GWB protection on all structure common to living Where ceilings are applied direct to the underside of at all structural joints such as sill plates and roof/wall ADDRESS SIGNS! prominently displayed in contrasting space and all bearing walls - sills, walls, columns, beams, ig rafters, cross ventilation shall be provided by maintaining a joints to limit air leakage. All operable doors and windows color, plainly visible from the street, floor joists - from foundation to roof sheathing or over D� to be made to be tight fitting to limit/omit infiltration in m an unobstructed 1" air space on the underside of the roof 9 9 entire ceiling, Type "X" 5/8" GWB on common ceiling with ¢ a sheathing for save to peak inlet/outlet air flow, or out of the building, SAFETY GLASSS comply with IRC R308, Federal and living space above. I - Vapor Barriers required at exterior walls, stick framed State regulations. _ _ rafters, vaulted ceilings, attics less than 12", and roof 3 3 Vent Blocks) three (3) 2" diameter holes = 6.59 square space cavities used as duct space; use well stapled SKYLIGHTS! double dome, shatter resistant, plastic, type REQUIREMENTS; Contractor shall verify all site conditions, - N inches net (70% locate at corners and evenly between (maximum 8" o,c. with less than 1/16" gaps) faced CC2, with 5 minimum crown or double glazing laminated building dimensions, prior to procceding with the work, a `" -8for attics, and at each cavity for cathedral roofs insulation, 4 mil poly vapor barrier with sealed or 66 safety glass; self flashing assembly or provide minimum Any variations from conditions and dimensions shown on lapped joints, or low perm rated (1 or less) interior curb, the derawings shall be reported to the desinger for Net Vents 1/150 of attic space; 1/300 if half of paint (show proof). resolution prior to proceeding with the work, Written required ventilation area is three feet above the eave FRAMING DETAIL INSPECTIONS all holdowns, framing dimensions shall have precedence over scaled dimensions. vents, or if warm side vapor barrier is present, Crawl Space Vapor Barriers cover exposed ground with 5 anchors, and shear wall nailing to be exposed until after mil black poly or equivalent with 12" overlaps extended inspection, FIREPLACES UL Approved with label displayed; installed Screens 1/4' corrosion resistant metal mesh required, to foundation walls, according to manufacturers specifications; glass doors Installed with tight fit. Gable and Roof Ventst locate as high as possible, Crawl INSULATIONS (heat calculations and wall and ceiling R OPTIONAL GAS FIREPLACE Must be UL approved with label space vents) minimum 1 square foot per 150 square foot values by others) fill open and isolated exterior displayed, Install per manufacturers specifications and of foundation area, cavities with uncompressed insulation (not to be UMC, Provide tight fit glass doors, REVISIONS compressed by mechanicals); used properly stapled EGRESS WINDOWSS Per R310.1 maximum 44 from floor to Source specific ventilation systems required in kitchen, faced baths or separate vapor barrier as described finished sill; net opening minimum 5 sf 9 grade,57 square SMOKE DETECTORS Provide smoke detectors per R314 baths, separate toilet rooms, spa, and other rooms with above; use rigid insulation board behind recessed wall feet abv; minimum sash width 20" and minimum sash height with 110 volt and battery backup interconnected in each excess moisture, Source specific fans must be controlled fixtures; under floor insulation support by twine, lathe 24 bedroom and level, Locate near the high point in rooms by a manual switch and dehumidstat, timer or automatic or other means not relying on bait compression; attic with sloped ceilings, control which must be readily accessible, Kitchens access door, insulate, weatherstrip and baffle, concrete TUB & SHOWERS firestop showers minimum Carbon Monoxide Dectors required outside ea sleeping area minimum 100 cfm Bathrooms, minimum 50 cfm grade slabs insulate 24" perimeter with R-10 rigid foam 30" D. with surfaces of 1024 S.I. smooth non-absorbant per R315 (4- board with interior and exterior thermal break; alternate wainscot up 70" with water proof gypsum wallboard o Whole house ventilation systems required with automatic basement wall insulation) interior furring for insulation backing with no vapor barrier allowed behind at exterior TYPICAL ROOF SHEATHINGS and manual overide controls capable of allowing Batts or protected R-10 rigid foam board or permissable; wall; 2.5 gpm shower flow restrictors; Safety Glass 1/2" CDX Plywood index 32/16, unblocked, w/ face grain continuous and intermittent operation, 24 hour automatic enclosures, �* P supply duct insulation) R-8 in open area; R-5 in slab; perpendicular to framing below, :stagger end joints, Nail as control must provide minimum of two 2 hour ventilation installed according to WSEC table 4- 16; piping; hot follows! 4- cycles each day, AC/Hs minimum .35 and maximum ,5 air water, steam heat and recirculating hot water pipes to be STAIRSS (perR311.5) risers 7 3/4" maximum, treads 10" a) changes per hour; CFM! minimum 15 cfm in _ each minimumr handrail height between 34" and 38" above Diaphragm Boundary and over O a) m g insulated with R-3 according to WSEC table 4-1 nosing with diameter of 1 1/4" to 2" and ends returned to exterior walls and shear walls, 8d Q 6"o,c, O U Cv bedroom plus 15 cfm for combined living area -Bone 9 � rating; maximum 1.5 at 0.1 inch water gauge. Fan cfm-flow wall or newel post; 1/2" GWB on walls and All supported edges 8d O 6"o.c, S CV ratings 0.25 inch water gauge static pressure, Duct ceilings under stairs; firesto between g g g p R312,6 Freeze Protection P Fields 8d p 12 o,c, Q terminations; terminate outside the building with back No water, soil, or waste pipe shall be installed or permitted studs and stringers; provide minimum 6' 8" clearance H m rn draft dampers; Exhaust ducts; insulated with R-4 within outside of a building or in an exterior wall unless, where height from tread nosing to ceiling vertically. TYPICAL FLOOR SHEATHINGS LL !� S unconditioned spaces. Supply ducts; insulated with R-4 necessary, adequate provision is made to protect such pipe 3/4' T&G, CDX- Plywood, index 40/20, unblocked, laid up w/ rJ II within conditioned spaces from freezing. All hot and cold water pipes installed outside face grain perpendicular to framing below, stagger end joints, W d 3 the conditioned space shall be insulated to a min R-4, TRUSS DRAWINGS, bg truss manufacturere/supplier Nail as follows, EL C Interior doorsi not to impede air flow to whole house R802.3 Framing Details, Shall conform to the design specs for light metal plate connected Diaphragm Boundary and over exhaust fan, At all valleys and hips there shall be a valley or hip rafter wood trusses as adopted by the Truss Plate Institute (TPD• exterior walls and shear walls 8d G 6"o,a not less than 2 inch (51mm) nominal thickness and not less in All trusses shall be preservative treated DF meeting min Air Inlets! outdoor fresh air to be screened and depth than the cut end of the rafter, stresses as specified for structural Lumber above, All supported edges; 8d Q 6"o,a t\ protected from entry of insects, leaves and debris R312,2,1 Window Sills. Shall be designed for the following min. loads; Fields 8d 9 10"o,a Locate away from noise and air pollution; do not In dwelling units, where the opening of an operable window Coupled w/ A concentrated load of 260 Ibs Structural I Grade, conforming to U,S. Product Standard PS I °o connect to attic, crawlspace, hazardous or unsanitary is located more than 72 inches (1829mm) above the finished and shall be pressure treated C) (D areas, fuel burning appliance areas, minimum 10' from vent grade or surface below, the lowest art of the clear opening opening of plumbing drainage system, appliance vent g P p g ENERGY CALCULATIONSS and insulation R values by others JIn P 9 P 9 9 y P of the window shall be a min of 24 inches (810mm) above the FRAMING/SHEATHING LUMBERS -1 outlet or other source of odors, fumes or flammable finished floor of the room in which the window is located, to vapors unless inlet is at least 3' below such vent Field protect all cut surfaces of lumber with preservative which Uj } d- P Operable sections of windows shall not permit openings that FOOTINGSr exterior footings to extend 18" below grade; rn opening; Each habitable area shall have outdoor air allow passgae of a 4 inch diameter (102mm) sphere where such interior crawispace footings to extend 8" below grade; shall be applied In accordance with manuf; s recommendations, W o inlets with controllable secure opening of at least 4Contractor to provide adequate bracing and shoring for all structural 1-- openings -I P 9 are located within 24 inches (610mm) of the finished strip all decomposable forming material before backfilling.S square inches at top of wall or windows with back draft floor. members during all phases of construction. W dampers, Alternate fresh air su 1 , integrated with GARAGE APPLIANCES! all electrical devices (swithces, All structural lumber shall be DF/L, #2 or better and treated In W V �- P PP y 9 Exceptions) accordance to Sec R320 IRC 2015. IL G furnace; with 6" diameter duct from exterior to return i, Window whose openings will not allow a 4 inch diameter burners, and pilots) minimum 18 above floor; appliances O o x air plenum with manual) adjustable flow dam eri furnace to be UL approved with auto shutoff switch) protection All new framing members, rafters, joists, and beams shall be fastened Of P y P (102mm) sphere to pass through the opening when the PP P rn fan to be operated by 24 hour clock. Proof of ( opening is a its largest through position, bollard ducting in to garage to be 26 guage galvinized with 'Simpson' metal connectors or approved equal to provide a continuous � CV P 9 9 P P load path from roof to foundation to resist high wind forces. performance testing and letter of compliance required 2, Openings that are provided with window fall prevention (w/no openings) secure HW tank w/2 steel straps top&btm S for inspection. P P and set on R-10 insulation board base; extend pressure All finish surfaces shall receive 1 coat prime and 2 coats finish paint. � P devices that comply with ASTM F 2090. p W C: relief line from valve to exterior; HW tank to be labeled = p < Provide 5/8' Ext plywood w/Bldg wrap underlayment behind Ext Siding thruout. Q Mechanical Penetrations to be caulked/foamed and sealed; WSEC R401.3 Certificate 1987 NAECA. ~o E U with firestop! as required; exterior wall electrical A permanent certificate shall be completed and posted on or HARDWARES Structural Timber shall be DF/L Species meeting following min grades/stresses m W boxes sealed or gasket provided at device plates, within 3 feet of the electrical panel by the builder or CV registered design professional. The certificate sahll list the All finish hardware shall be Schalge or approved equal, as established by the Western Wood Products Association: = } Rim Joists to be sealed at heated floors or covered with R values of the insulation installed in or on ceilling/roof, Joists & Rafters #2 Z U7 O exterior infiltration wrap such as tyvek and fully insulated, walls, foundation, and ducts outside of conditioned spaces, Studs & Plates Construction N } 0 U-factors and solar heat gain coefficient of glazing, and STRUCTURAL REVIEW F" the results of required duct testing and buildingenvelope air THIS DRAWING HAS BEEN REVIEWED FOR W Recessed Light Fixtures to be type IC rated with n0 Ll g P STRUCTURAL REQUIREMENTS ONLY PER ~ penetrations to ceiling cavity and sealed, or gasketed to leakage tests. The certificate shall list the types and THE ATTACHED RELEVANT DOCUMEN S. X CV CV prevent air infiltration, or any type rating located within efficiencies of heating, cooling and service water heating JOB#,t0'LDATE�B an air tight enclosure, or type IC labeled to be maximum equipment REVIEWED BY UPSTATE ENGINEERING 2 cfm at 75 pascals. (MVOIDIPSTAMP INK N4715 -®OT RED. "' V--� 2Story 2Car 29x44 1945sf Lots 56&7 2,44-2944,f cd <!� RESUB e JUL 2 5 2016 4iv�rvr Window, Skylight and Door Schedule Project Information Contact Information Mietzm Home Builders, LLC Mike Mletzner 244th at Edmonds Mlkem@mletznergroup.com 2944 plan 426 02-2491 WldthHeight Ref. U-factor QtFeelnFeeinch Area UA Exempt Swinging Door (24 sq. ft, max) 030 1 2 86 8 178 533 Exempt Glazed Fenestration (15 sq. ft. max.) 02 0.00 Vertical Fenestration (Windows and doors) Component WldthHelght Description Ref, U-factor QtFeelnFeelnch Area UA 6040 he 030 1 6 4 20.0 6,00 4040 he 030 3 4 4 48014.40 4046 he 030 1 4 4 6 18.0 6A0 6080 he 020 2 5 6 60.018.00 2020 020 3 2 2 12.0 380 1080 030 1 1 6 6,0180 3016 020 1 3 1 6 45 135 2040 sh 0.30 1 2 4 8.0 2.40 2640 an 020 1 2 64 10,0 3,00 8050 sh 0.30 2 3 6 30.0 9.00 S080 sh 030 1 3 6 18,0 5.40 2650 sh 030 1 2 65 12B 3.76 3080 store 030 1 3 8 24.0 720 6080 sgd 030 1 6 8 48.014AO Sum of Vertical Fenestration Area: 3192 UA: 95.70 Vertical Fens 030 Overhead Glazing (Skylights) Component WldthHelght Description Ref. U-factor QtFeelnFeelnch Area UA 0,0 0,00 Sum of Overhead Glazing Area: 0.0 UA: 0,00 Overhead Glazing Area. Weighted U: 020 Total Sum of Fenestration Area and UA (for heating system sizing calculatlons): 3368 UA:101.03 Simple Heating System Size; Washington State This heating system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) Contact Information Mike Mletzner mikem@mietznergroup.com 426 212-2491 Instructions Design Temperature Difference in 48 ?T = Indoor (70 degrees) - Outdoor Design Temp Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,945 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 85 18,533 U-Factor X Area = UA Instructlons 030 837 101.10 U-Factor X Area = UA Instructions 0.60 -- Attic U-Factor X Area = UA Instructions 0,026 1,190 30.94 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No selection -- Above Grade Walls (see Flgure 1) U-Factor X Area UA Instructions 0.056 1,@5 5628 Floors U-Factor X Area UA Instructions 0229 1,190 3451 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 Flgure 1) F-Factor X Length UA Instructions 0.640 Instructions Duct Leakage Coefficlent 1,00 Sum of UA 22283 Envelope Heat Load 10260 Btu / Hour Sum of UA X ?T Air Leakage Heat Load W3 Btu / Hour Volume X 0.6 X ?T X 018 Building Design Heat Load 18,464 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 18,464 Btu / Hour Ducts In unconditioned space: Sum of Building Heat Loss X 110 Ducts In conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 25,849 Btu / Hour Building and Duct Heat Loss X 1A0 for Forced Air Furnace Building and Duct Heat Loss X 125 for Heat Pump 2Story- 2 Car- 29x44- 1945 sf -'Lots56&7 Prescriptive Energy Code Compliance -All Climate Zones in We Project Information Contact Information Mletzner Home Builders, LLC Mike Mletzner 244th st Edmonds Mlkem@mletznergroup com 2944' plan 426 212-2491 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-Values U-Factors Fenestration U-Factorb n/a 020 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC n/a n/a Cellingk 49] 0.026 Wood Frame Wallg mn 21 Int 0.066 Mass Wall R-Valuel 21/21h 0266 Floor 809 0,029 Below Grade Wallc m 10/15/21 Int + 0.042 Slabd R-Value & Depth 10, 2 ft n/a 'able R402.1.1 and Table R402.13 Footnotes Included on Page 2. / I / c� � $ ai _ - $ 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 0. Exception: Dwelling units ser 3, Large Dwelling Unit: 45 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4, Additions less than 500 square feet: 5 credits REVISIONS Table R4082 Summary Option Description Credlt(s) Is Efficient Building Envelope is 05 lb Efficient Building Envelope 1b 1.0 is Efficient Building Envelope is 2,0 Id Efficient Building Envelope id 05 - 2a Air Leakage Control and Efficient Van 05 2b Air Leakage Control and Efficient Van 1,0 4- 0 2c Air Leakage Control and Efficient Van ib 3a High Efficiency HVAC Sa 12 12 - 3b High Efficiency HVAC 3b 1.0 Sc High Efficiency HVAC 3c 15 4 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution Sys 1.0 1,0 a 5a Efficient Water Heating 5a 08 08 N CD 5b Efficient Water Heating 5b 1.0 1.0 L N 5c Efficient Water Heating 6c 15 N N, 6d Efficient Water Heating 5d 05 --� 6 Renewable Electric Energy 05 *1200 kwh 0.0 1 N Total Credits 380 =� 'Please refer to Table R4062 for complete option descriptions Table R402.11 Footnotes For SI:1 foot � 304B mm, cl .= continuous nsulatlon, Int x In W 3 CL WSEC 2015 Energy Code Compliance Sect R401 Glazing Is less than 251/o of conditioned floor area Zone 6 climate zone Prescriptive Option 1: Windows U:30, Walls R-21; Calling R49, Floor R-30, Slab 10/15/21+TB per Table R402.1.1 C-6 Provide depth markers for blown attic Insulation Windows will be U 30 or better. Overhead glazing: U 50. Doors: U20 J N Ducts outside of conditioned space will be sealed and tested to RS-33 per IRC OD Ducts In conditioned space will be Insulated to R-30, or as close as possible (jj n In 8% total, 6% to exterior or less H 0 Ducts tested per R4033 'J b A continuous air barrier shall be Installed on the bldg envelope, sealling all gaps. W U Comers and Headers shall be insulated IL X Seal Garage walls to conditioned space, recessed lights, envelope jambs, knee walls, top plates and sills. = O Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors), � � A 5-2 day proprammable thermostat will be provided for primary WAC system per R403.11- all other adjustable U) Lu _ 1 W ENERGY CREDITS 2 0 Q 3a - Gas Furnace - 94% efficiency - Max 25,849 BTU -1 energy credit ~O E ( ) 4 - Furnace/ducts Inside conditioned space -1 energy credit Co W N 5a - flow restrictions 1.75/1 gpm - 8 energy credit 6b - Tankless Gas HW will be provided with min EF: 74% rating for 1 energy credit W + Vapor Retarder for Bldg Envelope per R7027 - class I or II unless exceptions met p Lighting: 75% of all interior lighting will be High Efficiency bulbs per R4041 I_ I- F_ LO Ext Lighting will all be High Efficiency per IRC All Flourescent tubes will be R-8 W diameter) per IRC N N Energy Code Compliance Certificate posted per R4013 @ Furnace, In Utility rm, or other approved location No wall stacks will be contained In any exterior wall cavitles T All return air will be ducted (no Joist bays) Blower door test Is manditory per 2015 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. T i1 Max equivalent length of Dryer vent Is 36 (excluding vert transitions)(reductlons for 45d and 90d elbows) v 1 Ventilation:150 cfm @ 50% run time per M160733 located upstairs Hall Bath RESUB JUL 2 5 2018 CmY' W-TMENT OF EDMON E Window, Skylight and Door Schedule Project Information Contact Information Mietzner Home Builders, LLC Mike Mletzner 244th at Edmonds Mlkern@mietznergroup com , 2944 plan 425 212-2491 WldthHelght Ref, U-factor QtFeelnFeelnch Area UA Exempt Swinging Door (24 sq. ft. maxJ 030 1 2 86 8 17B 533 Exempt Glazed Fenestration 06 sq. ft, max,) 0.0 020 Vertical Fenestration (Windows and doors) Component WldthPalght Description Ref, U-factor QtFeelnFeelnch Area UA 5040 he 030 1 5 4 20.0 620 4040 he 030 3 4 4 48,014A0 4046 he 030 1 4 4 6 18,0 5A0 6060 he 030 2 6 6 60218.00 2020 030 3 2 2 120 3.60 Iwo 0.30 1 1 6 6.01B0 3016 030 1 3 1 6 45135 2040 sh 0.30 1 2 4 8.0 2A0 2640 sh 0.30 1 2 64 10.0 3.00 3050 sh 020 2 3 5 30.0 990 3060 sh 0.30 1 3 6 18.0 5A0 2650 sh 020 1 2 66 125 376 3080 store 030 1 3 8 24.0 -720 6080 sgd 030 1 6 8 48014AO Sum of Vertical Fenestration Area: 3190 UA: 9570 Vertical Fene 030 Overhead Glazing (Skylights) Component WldthHeight Description Ref. U-factor QtFeelnFeelnch Area UA 0.0 0,00 Sum of Overhead Glazing Area: 00 UA: 020 Overhead Glazing Area Weighted U: 000 Total Sum of Fenestration Area and UA (for heating system sizing calculations): 336E UA:101.03 Simple Heating System Size: Washington State This heating system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) Contact Information Mike Mletzner mlkem@mletznergroupcom 425 212-2491 Instructions Design Temperature Difference (?T) 46 ?T = Indoor (70 degrees); Outdoor Design Temp_ Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,946 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 85 16A98 U-Factor X Area - UA Instructions 0.80 837 101,10 U-Factor X Area = 11A Instructions 050 - Attic U-Factor X Area = UA Instructions em 1,190 8094 Single Rafter or Joist V8ulted Ceilings U-Factor X Area UA Instructions No selection - Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0,056 1,005 5628 Floors U-Factor X Area UA Instructions 0,029 391 11.34 Below Grade Nails (see Figure 11 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 132 7128 Instructlons Duct Leakage Coefficient 1.00 Sum of UA 27&A Envelope Heat Load 12,463 Btu / Hour Sum of UA X ?T Air Leakage Heat Load 8213 Btu / Hour Volume X 05 X ?T X 018 Building Design Heat Load 20,677 Btu I Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 20,677 Btu / Hour Ducts In unconditioned space: Sum of Building Heat Loss X 110 Ducts In conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 28,947 Btu / Hour Building and Duct Heat Loss X 1A0 for Forced Air Furnace,' Building and Duct Heat Loss X 125 for Heat Pump ------------------------ 2 Story - 2 Car - 29 x 44 - 1945 sf -' Lots 5 6 & 7 Prescriptive Energy Code Compliance -All Climate Zones in W:SRA Project Information Contact Information Mletzner Home Builders, U-C Mike Mletzner 244th st Edmonds Mlkem@mletznergroup com 2944' plan 425 212-2491 This project will use the requirements of the Prescriptive Path below and Incorporate the the minimum values listed. In addition, based on the 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-Factora Fenestration U-Factorb n/a 020 Skylight U-Factor n/a 050 Glazed Fenestration SHGC n/a n/a Cellingk 49J 0.026 Wood Frame Wallg m,n 21 Int 0,056 Mass Wall R-Valuei 21/21h 0256 Floor 30g 0,029 Below Grade Wallc,m 10/15/21 Int + 0.042 Slabd R-Value & Depth 10, 2 ft n/a 'fable R402,11 and Table R402.13 Footnotes Included on Page 2, m b a a SQ- _ 3 'o S m D Each dwelling unit In a residential building shall comply with sufficient options from Tabl 1, Small Dwelling Unit: 15 credits Dwelling units less than 1500 square feet In conditioned floor area with less than 2. Medium Dwelling Unit: 35 credits m All dwelling units that are not Included in #1 or #3. Exception: Dwelling units ser 3, Large Dwelling Unit: 45 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Additions less than 500 square feet: 5 credits REVISIONS Table R4062 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 05 11d Efficient Building Envelope lb 1.0 1c Efficient Building Envelope is 2.0 1d Efficient Building Envelope 1d 05 '- 2a Air Leakage Control and Efficient Van 05 �O 2b Air Leakage Control and Efficient Van 1,0 2c Air Leakage Control and Efficient Van 15 3a High Efficiency HVAC 3a 1.0 1.0 - 31c High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 15 3d High Efficiency WAC 3d 1.0 4- 4 High Efficiency HVAC Distribution Sys 10 1.0 N 07 5a Efficient Water Heating 5a 05 05 a) 5b Efficient Water Heating 5b 1.0 1.0 -C (!D U) 5c Efficient Water Heating 5c 15 - 5d Efficient Water Heating 5d 05 REVISED PLAN APPROVED N 6 Renewable Electric Energy 05 *1200 kwh 0,0 CITY OF EDMONDS BUILDING DIVISION Total Credits 350 F J 'Please refer to Table R4082 for complete option descriptions PLANS EXAMINER Table R4021,1 Footnotes DATE /f ��( . all W 11 For SI:1 foot � 3043 mm, cl � continuous Insulation, Int r In Q- 3 WSEC 2015 Energy Code Compliance Sect R401 Glazing is less than 25 % of conditioned floor area Zone 5 climate zone Prescriptive Option 1: Windows UOO, Walls R-21; Ceiling R-49, Floor R-30, Slab 10/15/21+TB per Table R402.1.1 cd Provide depth markers for blown attic Insulation U CO Windows will be U 30 or better. Overhead glazing: U 50. Doors: U20 J U) Ducts outside of conditioned space will be sealed and tested to FS-33 per IRC Cp Ducts in conditioned space will be Insulated to R-30, or as close as possible U } M O) 8% total, 8% to exterior or less LIJ 0 '- Ducts tested per P4033 >: A'continuous air barrier shall be Installed on the bldg envelope, all gaps. 4- W U p) Corners and Headers shall be Insulated E M Seal Garage walls to conditioned space, recessed lights, envelope Jambs, knee walls, top plates and sills. tr Insulate around all plumbing, wiring and devices, shower stalls, register boots, fireplaces (w/gasketed doors). D IL CN A 5-2 day proprammable thermostat will be provided for primary HVAC system per R403,11- all other adjustable 0 i _ W ENERGY CREDITS c 0:f 0Q 3a - Gas Furnace - 94% efficiency - Mpc 28,947 BTU -1 energy credit O U 4 - Furnace/ducts Inside conditioned space-1 energy credit ED W N 5a - flow restrictions 1.75/1 gpm - 5 energy credit = } 6b - Tankless Gas HW will be, provided with min EF: 74% rating for 1 energy credit W 0 >- Vapor Retarder for Bldg Envelope per R702.7 - class I or II unless exceptions met N O Lighting: 75% of all Interior lighting will be High Efficiency bulbs par R404.1 W 4 Ext Lighting will all be HighEfficiency per IRC N All Flourescent tubes will be R-8 IT diameter) per IRC N Energy Code Compliance Certificate posted per R4013 @ Furnace, In Utility rm, or other approved location No wall stacks will be contained In any exterior wall cavities All return air will be ducted (no joist bays) Blower door test Is manditory per 2015 WSEC to <= 5 ACH @ 2 in pressure (50 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 36' (excluding vert transitlons)(reductlons for 46d and 90d elbows) Ventllatlon:150 cfm @ 50°6 run time per M150733 located upstairs Hall Bath 69I �0 50 MAR 13 2019