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BLD2018-0965
111111111 OF E M ^,Iillo, ° NP CITY OF EDMONDS 1215THAVENUENORTH- EDMONDS, WA 98020 Inc.Ig9y� PHON?E: (425) 771-0220 - FAX: (425) 771-0221 v �- STATUS:ISSUED 09/06/2018 Pemiit #: BLD20180965 Expiration Date: 09/06/2Q19 Project Address739 MAPLE ST, EDMONDS Parcel No: 00434208902900 Fig ROGER 1. OTTMAR ALBERT COFIEN WARD HOMES 739 MAPLE ST 330 DAYTON ST #6 23713 107TH PL W EDMONDS, WA 98020-3436 EDMONDS, WA 98020 EDMONDS, WA 98020 (425)776-7373 LICENSE #: WARDHHL852MO EXP:07/20/2019 i DESCRIPTION ADD 2 BEDROOMS AND BATH OVER EX GARAGE. NEW DECK OVER ENTRY. REMODEL MASTER BEDROOM AND MASTER BATHROOM TO CREATENEW OFFICE SPACE. VALUATION: $136,800 PERMIT TYPE-: Residential PERMIT GROUP: 02 - Addition GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD: FENCE: 0 X 0 FT. CODE: OTHER: ------- OTHER DESC: ZONE: RS-6 NUMBER OF STORIES: 0 VESTED DATE: NUMBER OF DWELLINGUNITS: 0 LOT #: EXISTING AREA BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 I BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 496 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 89 OTHER: 0 BEDROOMS:0 BATHROOMS:0 BEDROOMS:2 BATHROOMS:I FRONTSETBACK SIDESETBACKp . 1EQUIRED:20'S PROPOSED: REQUIRED:5'W PROPOSED: REQUIRED:15-N PROPOSED: 4EIGHT ALLOWE-D:0 PROPOSED:O REQUIRED: 5'E PROPOSED: SETBACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. ZB 6zmeu l G 18 9 l0 2018 Print Name Released 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 STATUS: ISSUED BLD20180965 • Final approval on a projector 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. • Call for required inspections as noted and prior to backfill. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Seances 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. • EsEngineering Final • B-Preconstruction meeting • B-Isolated Footings/Piers • B-Plumb Rough In • B-Mechanical Rough In • B-Exterior Wall Sheathing • B-Roof Sheathing • B-Window Flashing • B-Height Verification • B-Framing • B-Insulation/Energy • B-SheetrockNail • B-Building Final • B-Other BUILDING PERMIT APPLICATION Development Services Building Division 121 5th Ave N / Edmonds, WA 98020 425.771.0220 Office Use Only Permit #: 0 l.✓ q&1 ❑ Accessory Structure/ Detached Garage For handouts, submittal requirements, permit status and inspection scheduling information go to: http:/Iwww.edmondswa.gov 1 ❑ Demolition JOB SITE INFORMATION/LOCATION: (Where the work is taking place) Job Site Address: 7✓� "1C%`�p�LE STE Parcel: o04-3'T200 /p 0 Z�iOC) Lot /Unit/Suite #:G I3o Subdivision: PROPERTY OWNER: Name: .Z Mailing Address: 7,3J 1 City/State/Zip: �NLW5i W A-lC EPZ0 Phone #: y O —�Z�J' `os Email: ZSl &NI cw. 5PfW" 9KA SJbIJE IAA OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? ❑ Yes )(No I own, reside in, or will reside in the completed structure. This installation is being made on property that I own which is not intended for sale, lease, rent, or exchange according to RCW 18.27.090. Owner Signature: APPLICANT / CONTACT INFORMATION: Name of Applicant: �2't�+�l �1 ��-/7�G� /� Mailing Address: 33o DXMY�yWA- 1 . (�`F' ': �D n7 -ewb-s W A' 1 0- City/State/Zip: 12-0 Phone#: 'l ZS-/ / 6-7373 E-mail: Ac cfltfe-tl DIs51 G&1 c.C` mot L . com GENERAL CONTRACTOR: (if different from applicant) General Contractor: Mailing Address:_ City/State/Zip: Phone #: E-mail: WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE: CITY OF EDMONDS BUSINESS LICENSE #: LEI Addition ❑ Mechanical ❑ New Single Family / Duplex El Plumbing ❑ Fire Sprinkler &rRemodel ❑ New Commercial/ Mixed Use 1 ❑ Re -Roof ❑ Signs 1 ❑ Tank ❑ Tenant Improvement 1 ❑ Other Remodel Permit fees are based on: The value of the work performed. Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the work indicated own this application. . Valuation: e 1 5& t Basement sq ft: Finished ❑ Unfinished ❑ 1st Floor, sq ft 2nd Floor, sq ft: Garage/Carport:, sq ft: 8 - Deck/Covered Porch/Patio: othersq ft: C ► ' o 102• I certify that the information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. -� Print Name: ��-! Signature: Date �! GENERAL• DATA Occupancy Group(s):�3 Occupant Load(s): Q Type(s) of Construction:v- Fire Sprinklers: Yes ❑ No I� WA STATE ENERGY CODE: If your project affects the building envelope, mechanical systems, and/or lighting, you must complete the appropriate WSEC forms. DEFERRED SUBMITTALS: All commercial building permits that will require associated plumbing, mechanical, fire sprinkler, and/or fire alarm permits are applied for separately. TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet EQUIPMENTMECHANICAL • BTUs Gas / Elec / Other Qty A/C Unit /Compressor Air Handler /VAV Boiler Dryer Duct Exhaust Fans 2 Fireplace Furnace Heat Pump Unit Hydronic Heating Roof Top Unit (Provide eleva- tions if a Commercial Bldg) Other: COUNTSPLUMBING FIXTURE . or .. . Qty Qty Clothes Washer Tub/ Showers 3 Dishwasher Backflow Device (RPBA, DCDA, AVB) Drinking Fountain Pressure Reduction/ Regulator Valve Floor Drain/Sink Refrigerator Water Supply Hose Bibs Water Heater-Tankless? Y or N Hydronic Heat Water Service Line Sinks Other: 3 Toilets Other: GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped) BTUs Qty BTUs Qty A/C Unit Outdoor BBQ/ Fire pit Boiler Stove/Range/Oven Dryer Water Heater Fireplace/ Insert Other: Furnace Other: COUNTSMEDICAL GAS, AIR VACUUM .. .. Qty Qty Carbon Dioxide Nitrous Oxide Helium Oxygen Medical Air Other: Medical - Surgical Vacuum Other: DEMOLITION Type of structure to be demolished: Square footage of structure to be demolished: AHERA Survey done? Y / N PSCAA Case #: Critical Areas Determination: Study Required Conditional Waiver El Waiver El Fill in Place ❑ Fill Material: Removal ❑ Size of Tank (Gallons) Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ Grading: Cut cubic yards Fill cubic yards Cut / Fill in Critical Area: Yes ❑ No (� GENERAL•• • APPLICATIONS: Applications are valid for a maximum of 1 year. ESLHA Applications, 2 years. LICENSING: All contractors and subcontractors are required to be licensed with Washington State Department of Labor & Industries and have a current City of Edmonds Business License. G -I OF B MOAN ° CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 o PHONE: (425) 771-0220 - FAX: (425) 771-0221 BUILDING APPLICATIONACCEPTANCE Monday, July 16, 2018 This Application has been accepted by the City of Edmonds for review. More information and changes may be required during this process. The review target date is: Your City Contact is: DENISE NELSON Application Number: BLD20180965 Project Address: 739 MAPLE ST, EDMONDS PROPERTY OWNER APPLICANT ROGEROTTMAR ALBERT COHEN 739 MAPLE ST EDMONDS, WA 98020-3436 330 DAYTON ST #6 EDMONDS, WA 98020 (425) 776-7373 Work Description: ADD 2 BEDROOMS AND BATH OVER EX GARAGE. NEW DECK OVER ENTRY. REMODEL MASTER BEDROOM AND MASTER BATHROOM TO CREATE NEW OFFICE SPACE. Outstanding Items at Time of Submittal: It is anticipated that the following departments will be reviewing your application: ❑ Building ❑ Planning ❑ Engineering ❑ Fire Please wait to re -submit corrections until after you have received comments from all reviewing departments. I HEREBY ACKNOW LEDGETHATI HAVEREAD THIS APPLICATION THAT THE INFORMATION GIVEN 1S CORRECT AND THATI AM THE PROPERTY OWNER, OR THE DULY AUTHORIZED AGENT OF THE PROPERTY OWNER TO SUBMITA BUILDING PERMIT APPLICATION TO THECr11Y. Z�)Qn� JULY 16, 2018 SIGNATURE (O W NER O R AGENT) PRINT NAME DATE SIGNED To view up to date information about your application please visit the City of Edmonds Development Services website at http://Www.edmondswa.gov. City of Edmonds Critical Area Notice of Decision Applicant: LET Property Owner: F06E4 Crr TIAVA Critical Area File #: C2 Awl rpacZ2. Permit Number: 94-0W1609 6,5. Site Location: -2Z-9 57 Parcel Number: Project Description: A D p 1T /oV--+ X Conditional Waiver. No critical area report is required for the project described above. l . -)k- There will be no alteration of a Critical Area or its required buffer. 2. The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.020, and/or 23.80.040. The proposal is exempt pursuant to ECDC 23.40.230. ❑ Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and sediment control plan in compliance with ECDC 18.30. ❑ Critical Area Report Required. The proposed project is within a critical area and/or a critical area buffer and a critical area report is required. A critical area report has been submitted and evaluated for compliance with the following criteria pursuant to ECDC 23,40.160: 1. The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120, Mitigation sequencing; 2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare on or off the development proposal site; 3. The proposal is consistent with the general purposes of this title and the public interest; 4. Any alterations permitted to the critical area are mitigated in accordance with ECDC 23.40.110, Mitigation requirements. 5. The proposal protects the critical area functions and values consistent with the best available science and results in no net loss of critical functions and values; and 6. The proposal is consistent with other applicable regulations and standards. ❑ Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and the provisions of the City of Edmonds critical area regulations. See attached findings of noncompliance. Favorable Critical Area Decision. The proposed project as described above and as shown on the attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and complies with the applicable provisions of the City of Edmonds critical area regulations. Any subsequent changes to the proposal shall void this decision pending re -review of the proposal. ❑ Conditions. Critical Area specific condition(s) have been applied to the permit number referenced above. See referenced permit number for specific condition(s). ❑ Notice on Title. Critical area notice on title recorded under AFN 6RA lzsx1PT— Reviewer Signatu Date Appeals: Any decision to approve, condition, or deny a develop nt proposal or other activity based on the requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any, for the permit or approval involved. Revised 1112912016 I ? I kz REED & ASSOCIATES, PS Civil & Structural Engineering 19626 76th Ave. W. #A, Lynnwood, WA 98036 Office (425)778-2793 wer@reed-assoc.com STRUCTURAL CALCULATIONS FOR: Al Cohen BARNAS Res. Lateral- Design of a (2)-story SFR Site: 739 Maple street, Edmonds, Wa NOT VALID WITHOUT A WET SIGNATURE WENDELL E. REED, PE, CBO 2015 IBC JOB # 18-172 Date I Eng I # Desc. C � C(apy Jul. 15 2018 2-0 l Q Oq ( _ � DEVELOPMENT SERVICES C� VLJ tQ COUNTER Lateral Analysis IBC 2015 R&A Job #: 18-172 Description: BARNAS Res. Engineer: WEIR Governing Code: 2015 International Building Code all references in right margin are 2015 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria [3531 Roof Walls Floors Snow Partitions Live Load test) 25 40 25 Dead Load test) 15 10 10 10 1603.1.4 Wind Design Criteria [3541 1. Nominal/Ultimate Wind Speed Vasd/Vult 85/110 mph F 1609.3(3) [3721 2. Risk Category II 1.00 ASCE 7-10 T 6-1 [77] 3. Wind Exposure Category "B" 1609.4 (3731 4. Internal Pressure Coefficient +/- 55 ASCE 7-10 F 26.11-1 [2581 5. Components and Cladding design pressure +l- 16 psf ASCE 7-10 30.2.2 [316] 1603.1.5 Seismic Design Data [3541 1. Seismic Importance Factor le 1.00 ASCE 7-10 T 1.5-2 [51 2. Short Period Acceleration Ss 1.25 USGS Seismic Design Map Online 2. 1-Second Accelleration Si 0.4 USGS Seismic Design Map Online 3. Site Class D ASCE 7-10 T 20.3-1 [204] 4. Spectral response coefficient SDs 0.83 EQ 16-39 [387] 4. Spectral response coefficient SD1 0.43 EQ 16-40 [387] 5. Seismic Design Category D T1613.3.5(1) and (2) [398] 6. Seis. Force Resisting System A.15. ASCE 7-10 T 12.2-1 [73] 7. Design Base Shear 6394 Ibs 8. Seismic Response Coefficient Cs 0.13 ASCE 7-10 EQ 12.8-2 [89] 9. Response Modification Factor R 6.5 ASCE 7-10 T 12.2-1 [73] 10. Analysis Procedure Equivalent Lateral Force ASCE 7-10 T 12.6-1 [88] 11. Risk Category 11 ASCE 7-10 T 11.6-2 [69] Table of Contents 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix Version 7.0 Pg 0.2 Wind Design (MWFRS - Envelope Procedure) ASCE 7-10 Wind Load Method ASCE 7-10 28.1.1 (2) (297 Nominal/Ultimate Wind Speed 85/ 110 Wind Exposure Category B Height & Exposure Adjustment = 1.00 Topographic Factor Kzt = 1.00 Wind Pressures ASCE 7-10 28.6.3 T3027 P5 = X Kr PS30 mph 1609.3 [373], F1609 [372] 1609.4 [373] ASCE 7-10 F 28.6-1 [304] ASCE 7-10 F 26.8-1 [252] ASCE 7-10 EQ 28.6-1 [306] Minimum pressures shall not be less than assuming the pressures for ASCE 7-10 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 4 :12 or 18.435 degrees Ridge Elevation 25 ft Eave Height 19 ft Mean Roof Height, In 22 ft ASCE 7-10 26.2 [243] Zone Pressures, (A)(ps3o) ASCE 7-10 F 28.6-1 (3047 110 Horizontal Pressures Vertical Pressures Overhangs 0 A B C D E F G H EbH GOH 1 24.88 7.36 17.49 1.53 -14.58 -15.04 -10.30 -11.86 -23.78 -19.60 2 0.00 0.00 0.00 0.00 -2.82 -5.43 -0.76 -3.50 0.00 0.00 Horizontal Zones Areas & Forces, Fx ASCE 7-10 F 28.6-1(303] End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (I.h.d.) or 0.4h, but not less than either 4 percent of Ihd or 3 feet. D F x- Z '(p sx'X,i x = A Diaphragm (x = 2) I.h.d. (ft) = 42.5 a (ft) = 4.25 Areas 2a (ft) = 8.5 Forces Diaphragm (x = 1) I.h.d. (ft) = 42.5 a (ft) = 4.25 2a (ft) = 8.5 Areas Forces Front to Rear A B C D *32 1 16 140 148 Fx = 3589 Fxmin = 4064 Front to Rear A B C D 72 340 Fx = 7739 Fxmin = 6592 Side to Side A B C D 32 16 140 148 Fx = 3589 Fxmin = 4064 Side to Side A B C D 72 315 Fx = 7302 Fxmin = 6192 Version 7.0 Pg 12 Seismic Design IBC 2015 Site Clasification Criteria Selection & Minimum Design Lateral Force Risk Category II Seismic Importance Factor IE 1.00 Seismic Design Category D Site Class D Short Period Acceleration SS 1.25 1-Second Acceleration S, 0.4 Seis. Force Resisting System A.15. Response Modification Factor R 6.5 Design Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 Site Coeffiecient, Fv 1.6 Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively, SDS=3-Fa•SS SIDS =0.83 SD1=2.FV'S1 So1=0.43 3 Simplified analysis Seismic base shear ASCE 7-10 12.14.8 [1087 V = (F SoS1R) W Where: F=1.1 for (2)-story Vertical Distribution Forces at each level ASCE 7-10 12,14.8 [1081 Fx = (wx/W) V Fx = 0.141 x wx ASCE 7-10 T 6-1 [473] ASCE 7-10 T 1.5-2 [5] T1613.3.5(1) and (2) [398] ASCE 7-10 T 20.3 3-1(204] F1613.3.1(1) [16-74] F 1613.3.1(2) [16-76] ASCE 7-10 T 12.2-1 [73] ASCE 7-10 T 12.2-1 [73] T1613.3.3(1) (387] T1613.3.3(2) (387] EQ 16-39 (387] EQ 16-40 [387] ASCE 7-10 EQ 12.14-11 [1081 ASCE 7-10 EQ 12.14-12 [109] L-IIULI LIV � Jri1JIIIIV • Diaphragm (x = 2)1400 Fx = 3607 �� area (ftZ) ' floor area (ftZ) story height (ftall ) w length (ft) w x —roof 7.5 122 weight (lbs) 21000 0 4575 25575 Diaphragm (x = 1) Fx = 3280 roof area (ftZ) floor area (ftZ) story height (ft) wall length (ft) w x 1340 8 132 weight (lbs) 0 13400 5280 23255 Version 7.0 Pg 2.4 Allowable Stress Design Loads For Wood IBC 2015 Design shall be in accordance with Sections 2304-2306. 2301.2 (1) [4731 Structures using wood shear walls and diaphragms to resist 2305.1 [488] 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 /359 For worse case effect with wind load, L & S shall be zero. 1605.1 [3571 Equations 16-18, 16-19and 16-20 become, D + w W '0.6 Where w equals 1.3, W equals FX of the respective diaphragm, and 1605.3.2 [359] D shall be multiplied by two-thirds. For worse case effect with seismic load, L & S shall be zero. 1605.1 [3571 Equation 16-22 controls, 0.9 D + E/1.4 substitute ASCE 7-10 EQ 12.14-5 for E ASCE 7-10 12.14.3.1.3 (7), EQ 12.14-5 [104] pQE-0.2SDSDi 0.9D+` 1.4 simplify & arrange variables EQ 16-22 0.9-0.14 SIDS � D+ p QE 1.4 Where QE equals FX of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalis shall resist, Wind Design Loads, 1.3 Fx For Kzt = 1.00 Front to Rear Side to Side Diaphragm Force Ibs Force Ibs x = 2 2800 2800 x = 1 6037 5696 Seismic Design Loads, (p/1.4) FX p = 1.3 Dia hra m Force Ibs x = 2 3349 x = 1 3045 Version 7.0 ASCE 7-10 12.3.4 [831 Pg 3.5 Allowable Stress Design Loads For Wood _-cont. Sum the moments about the base of a shearwall, overturning shall resist, (v•w)•h - `ID-w + P-wj for wind 3 \ 2 ' / ( v -W) - h - 10.9 - 0.14 S DS) I/ D • 2 + P -w) for seismic \ / Where, v = shear per linear foot of shearwall w = width of shearwall h = height of shearwall D = resisting dead load centered over shearwall P = resisting dead load at end of shearwall Free Body Diagram of a ShearWall (Vxit) Version 7.0 Pg 3.6 Tributary loads• - Wind Seis f ' 2015 SDPWS MAX SEISMIC __m__ NOON NO •■�._ ___ ISO �;1001101 Wind Seis % �__■■■■_______ ' 35__E.��_ ON NNEW1000101 ■.�_____ Wind Seis ' __■■■■_ Wind Seis VT(x)[1bSj MEN Version 7.0 Pg 4.7 Tributary loads Wind Seis ' ��____mmmmm_______ 1 6.50 .:1 492 2015 SDPWS MAX SEISMIC 1312 __...._____ __■■■■_____ __■■■._____ __■■■■_____ ©o® II ommmum •1 Wind Seis 699.883 837.277 11 omm©mm_m__ •s] 1509.2 761.324__...._____ 20.50 1 1 104 • _-...:MAX _____ __■■■■_ Wind Seis 164 • 2015 SDPWS MAX SEISMIC 189 788 ' __mmmm __■■■■_____ __...._____ __■■■■_____ vo�mmmffil mmmWind Seis 2015 .. ' ��m�mm�■ ==NONE= mmm mmmmmm■i■ mmmm Version 7.0 Pg 4.8 Wall Line Level c �G��o `� p Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max A 2 S-S 15.50 7.5 6 8 -927 -1065 Wind Seis VD(x+1) (Ibs] 6.00 7.5 6 8 -402 -454 3.50 7.5 6 8 -263 -293 72 % 50% 50% VD(x) [lbs] 1399.77 1674.55 VT(x) [Ibs] 1399.77 1674.55 L 25.00 25.00 v 56 67 2015 SDPWS SEISMIC 72 Max TMAx(x) [Ibs] 8 B 2 S-S 8.00 7.5 8 -158 -167 Wind Seis VD(x+1) [Ibs] % 50% 50% VD(x) [lbs] 1399.77 1674.55 VT(x) [Ibs] 1399.77 1674.55 L 19.00 19.00 v 74 88 2015 SDPWS SEISMIC 1 32 MAX TMAx(x) (Ibs] 201 252 2.50 7.5 8 201 252 132 5.25 7.5 8 21 42 3.25 7.5 8 152 194 102 C 2 S-S Wind Seis VD(x+1) (Ibs) % VD(x) [Ibs] VT(x) [Ibs] L v 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] p 2 S-S Wind Seis VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L v 2015 SDPWS SEISMIC MAX TMAx(X) (Ibs] Version 7.0 Page5.9 Wall Line Level K, o°e p Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max A 1 S-S 6.00 8 4 8 360 -5 Wind Seis VD(x+1) [Ibs] 1399.77 1674.55 % 50% 50% 6.50 8 4 8 340 -28 20.50 8 4 8 -223 -684 VD(x) [Ibs] 2847.83 1522.65 VT(x) [Ibs) 4247.59 3197.2 L 33.00 33.00 V 129 97 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs) 360 B 1 S-S 8.00 8 6 8 1376 201 806 252 Wind Seis VD(x+1) [Ibs] 1399.77 1674.55 % 50% 50% VD(x) (Ibs) 2847.83 1522,65 VT(x) [Ibs) 4247.59 3197.2 L 17.17 17.17 V 247 186 2015 SDPWS SEISMIC 356 MAX TMAX(x) (Ibs] 1634 1 106 2.50 8 6. 8 1634 201 1106 252 298 1.83 7 6 8 1501 201 1053 252 356 1.83 7 6 8 1501 201 1053 252 356 3.00 8 6 8 1473 201 919 252 248 C 1 S-S Wind Seis VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] p 1 S-S Wind Seis VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2015 SDPWS SEISMIC MAX TMAX(x) [Ibs] Version 7.0 Page5.10 Shear wall Summary 1 - 2nd 2 - 2nd 3 - 2nd 4 - 2nd A - 2nd B - 2nd C - 2nd D - 2nd 1 - 1st 2-1st 3-1st 4-1st A - 1 st B - 1st C-1st D-1st Sheathing Shear Flow Sheeting Re m'ts Wind I Seis Max 48 80 21 35 34 108 40 72 53 132 486 1312 77 104 117 189 92 97 177 356 1 3 1 4 SW-1 SW-2 SW-3 Shear Transfer Wind Seismic 67 80 29 35 48 58 56 67 74 88 SW-4 SW-5 SW-6 Shear Transfer Connectors - Co = 1.6, Hem -Fir Overturning Values Wind I Seismic 4959 1 3377 1 1634 1 1106 1 Connector Z (Ibs) 16d Nails 195.2 Ibs 2015NDS T1 M [105] 11.7 9.2 0.0 0.0 0.0 1 0.0 16d Slant Nails (v<150plf) 162 Ibs 2015 NDS T11N [1051 9.7 7.6 0.0 0.0 0.01 0.0 Simpson A35 Clip 600 Ibs Current Simpson Guide 36.0 28.2 0.0 0.0 0.0 1 0.0 Simpson H1 Truss Connector 415 Ibs Current Simpson Guide 24.9 19.5 0.0 0.0 0.0 1 0.0 Simpson DTC Clip 210 Ibs CurredntSimpson Guide 12.6 9.9 0.0 0.0 0.0 1 0.0 1 /2" Diameter Anchor Bolts (2x) 912 Ibs 2015NDS T11E [931 5/8" Diameter Anchor Bolts (2x) 1328 Ibs 2015NDS T11 E [93] 79.7 1 62.5 0.0 0.0 0.0 1 0.0 5/8" Diameter Anchor Bolts (3x) 1664 Ibs 2015NDS T11E [931 Page6.11 • Anchor Designer TM Software Version 2.5.6464.6 1.Proiect information Customer company: Customer contact name Customer a -mail: Comment: 2 Input Data & Anchor Parameters General Design method:ACl 318-14 Units: Imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 4.000 Effective Embedment depth, her (inch): 2.990 Code report: ICC-ES ESR-2713 Anchor category: 1 Anchor ductility: No hmin (inch): 6.25 cac (Inch): 4.50 Cmin (inch): 1.75 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: U = 1.2D + 1.0E + 1.OL + 0.2S Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seis c loads. No <Figure 1> ASWIb t✓ Date: 7/12/2018 Page: 114 W E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 24.00 State: Uncracked Compressive strength, fc (psi): 2500 4;c.v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: No Reinforcement provided at corners: Yes Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore Edo requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 3.00 x 3.00 x 0.50 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Soong -Tie Gornpany Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com �,•� Anchor Designer TM Software I 1 Version 2.5.6464.6 <Figure 2> Recommended Anchor Anchor Name: Titen HD®- 1/2"0 Titen HD, hnom:4" (102mm) Code Report: IMES ESR-2713 Company: Date: 7/12/2018 Engineer: Page: 2/4 Project: Address: Phone: E-mail: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Comrany Im.,. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.660.9000 Fax: 925.847.3871 www.strongtie.com Anchor Designer TM Software Version 2.5.6464.6 Company: I Date: 7/12/2018 Engineer: Page: 3/4 Project: Address: Phone: E-mail: 3 Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N.a (Ib) Vuaz (lb) Vuay (lb) J(VU8X)'+(Vuay)' (lb) 1 1150.0 0.0 0.0 0.0 Sum 1150.0 11 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 1150 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'N. (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 4 Steel Strength of Anchor in Tension (Sec. 17.4.1) Nsa (lb) 0 ON- (lb) 20130 0.65 13085 0.0 <Figure 3> ell Y X 5.Concrete Breakout Strength of Anchor in Tension (Sec 17 4 21 No = kcA.gfchar'.I (Eq. 17.4.2.2a) kc Pc (psi) hot (in) No (lb) 24.0 1.00 2500 2.990 6204 ONco = 0 (ANo/ANco)'Ped.N'f'o.N`f`op.NNn (Sec. 17.3.1 & Eq. 17.4.2.1a) AN, (in2) Awco (in2) Ca.min (in) Ped.N 'PC,N Pcp,N No (lb) 0 ONco (lb) 67.14 80.46 3.00 0.901 1.00 0.997 6204 0.65 3021 11. Results 11 Interaction of Tensile and Shear Forces (Sec D 7)? Tension Factored Load, Nua (lb) Design Strength, oNn (lb) Ratio Status Steel 1150 13085 0.09 Pass Concrete breakout 1150 3021 1/2"0 Titen HD, hnom:4" (102mm) meets the selected design criteria. 0.38 Pass (Governs) Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-T;e C rn;;ar:y In::. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www,strongtie.com ' Anchor Designer"' Software Version 2.5.6464.6 Company: I Date: 7/12/2018 Engineer: I Page: 4/4 Project: Address: Phone: E-mail: 12. Warninas - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torquedcast-in-place anchor is waived per designer option. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simps;;n Strong -Tic: Company Ir;;;, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com REED & ASSOCIAT'ES, PS Civil & Structural Engineering 19626 76th Ave. W. #A, Lynnwood, WA 98036 Office (425) 778-2793 wer@reed-assoc,com 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 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_ AND GREATER): DF-L#2 JOISTS / STUDS (2x_): HF#2 / STUD GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 AT CANTILEVERS) PSL BEAMS 2.0E 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 2304.10.1. PLATE WASHERS TO BE 3" X 3" BY'/4" AND SHALL EXTEND TO WITHIN 1/2 INCH OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. ANSI/AF&PA SDPWS 2015 - 4.3.6.4.3 - 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: RISK CATEGORY: II ULTIMATE/NOMINAL DESIGN WIND SPEED: 110 MPH/ 85 MPH NOMINAL WIND EXPOSURE: B INTERNAL PRESSURE COEF. +/- .55 COMPONENTS & CLADDING: 16 PSF (min) METHOD: ASCE 7-10, MWFRS ENVELOPE PROCEDURE OCCUPANCY CATEGORY: 11 Kzt: 1.0 SEISIMIC DESIGN CRITERIA: PROCEDURE USED:SIMPLIFIED (ASCE 7-10, 12.14.8) IMPORTANCE FACTOR, 1 RISK CATEGORY, II R=6.5 OCCUPANCY CATEGORY: II Ss = 1.25 (CURRENT USGS) SITE CLASS, D S, = 0.40 (CURRENT USGS) SEISMIC DESIGN CAT., D SDs = 0.83 SEISMIC FORCE RES. SYS, A.15. SD1 = 0.43 DESIGN BASE SHEAR = 6,394 Ibs Cs = 0.13 ROOF SNOW LOAD CRITERIA: FLAT -ROOF SNOW LOAD= 25PSF SNOW EXPOSURE FACTOR= 1.0 SNOW LOAD IMPORTANCE FACTOR= .80 THERMAL FACTOR= 1.0 - MREED & ASSOCIATES, PS a. a swm.W a N&, L_ -- . 0A & Sw, - w..� �r,,,.o,a, w� aox EARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or =. Locate at end of( SW) u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d=0.131"x2'h", 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 T' 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. 191 All sheathing must be Structural I sheathing U.N.O. HOLDOWN SCHEDULE Date Job #. 18-172 MARK HOLDOWN ! STRAP *(1) FASTENERS TO (2)-STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS - T_1 HTT4 (18) 10d X 1 1/2 1/2" dia. Titen HD 3.5"embed Date: 1 /0/1900 SHEARWALL SCHEDULE Job# 18-172 SHEATHING - APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW *(9) SHEATHING EDGE NAILS *(5) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE NAILS'(5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS w/ 3" x 3" x 1/4" WASHERS *(8) MARK *(2) 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8" 0x10" AB's @ 60 " o/c SW_1 SW-2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8" Ox10" AB's @ 60 " o/c ALBERT H. COHEN DESIGN COMPANY, P.S. 330 Dayton Street Suite 6 Edmonds, Washington 98020 425-776-7373 GRAVITY LOAD DESIGN ANALYSIS FOR Barnas Residence 739 Maple Street Edmonds WA 98020 DESIGN LOADS Roof Live 25 PSF (SNOW), Dead 13 PSF, Total 38 PSF Floor Live 40 PSF, Dead 10 PSF, Total 50 PSF Sleeping Areas Live 30 PSF, Dead 10 PSF, Total 40 PSF Deck and Balcony Live 60 PSF, Dead 10 PSF, Total 70 PSF 5496 REGISTERED ARCHITEC LEER H. COHEN STATE OF WASHINGTON PREPARED 6/30/2018 RECEOVED AL 16 2018 BLD-201e Oq(4�- DEVELOPMENT SERVICES COUNTER Al Cohen Design Company 330 Dayton St. Suite 6 Edmonds WA 98020 425-776-7373 BeamChek v2018 licensed to: Al Cohen Design Company Reg # 2999-68455 BARNAS RESIDENCE HEADERS AT 2nd FLOOR BEAM A Prepared by: AHC Date: 6/27/18 Selection (2) 2x 6 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 1.9 in2 R2=1.9 in (1.5) DL Defl= 0.06 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 5.11 ft Reaction 1 LL 783 # Reaction 2 LL 783 # Beam Wt per ft 4.01 # Reaction 1 TL 1200 # Reaction 2 TL 1200 # Bm Wt Included 20 # Maximum V 1200 # Max Moment 1534'# Max V (Reduced) 985 # TL Max Defl L / 240 TL Actual Defl L / 483 LL Max Defl L / 360 LL Actual Defl L / 869 Section (in3) Shear (in2) TL Defl (in) LL Detl 15.13 16.50 0.13 0.07 13.68 7.14 0.26 0.17 OK OK OK OK 90% 43% 50% 41% Fb (psi) ry (psi) t (psi x mu) rc L Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 306 Uniform TL: 466 = A Uniform Load A 0 R1 = 1200 R2 = 1200 SPAN =5.112FT Uniform and partial uniform loads are Ibs per lineal ft. Al Cohen Design Company 330 Dayton St. Suite 6 Edmonds WA 98020 425-776-7373 BeamChek v2018 licensed to: Al Cohen Design Company Reg # 2999-68455 BARNAS RESIDENCE HEADERS AT 2nd FLOOR BEAM B Prepared by: AHC Date: 6/27/18 Selection (2) 2x 6 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area M1= i.-i in- K/-= i.i m- t1.01 uu Uen= u.uo in Beam Span 6.13 ft Reaction 1 LL 459 # Reaction 2 LL 459 # Beam Wt per ft 4.01 # Reaction 1 TL 711 # Reaction 2 TL 711 # Bm Wt Included 25 # Maximum V 711 # Max Moment 1088'# Max V (Reduced) 604 # TL Max Defl L / 240 TL Actual Defl L / 567 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (W) TL Defl (in) LL Defl 15.13 16.50 0.13 0.07 9.70 4.38 0.31 0.20 OK OK OK OK 64% 27% 42% 35% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 CIF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 150 Uniform TL: 228 = A Uniform Load A 0 R1 =711 R2=711 SPAN = 6.125 FT Uniform and partial uniform loads are Ibs per lineal ft. Al Cohen Design Company 330 Dayton St. Suite 6 Edmonds WA 98020 425-776-7373 BeamChek v2018 licensed to: Al Cohen Design Company Reg # 2999-68455 BARNAS RESIDENCE POSTS UNDER GIRDER TRUSS POSTA Prepared by: AHC Date: 6/27/18 Selection (2) 2x 6 Hem -Fir Stud Nailed Built -Up Wood Column Conditions NDS 2015, Using values for 2x and 4x solid sawn, Dimension Lumber. Laminate built-up nailed columns per NDS 15.3.3.1 or per local code. Data Load 2472 # Column Area 16.5 in Kf 0.60 Actual Height 7.75 ft le dl Effective Ht 93 in c 0.80 Unbraced L1 7.75 ft le d2 Effective Ht 93 in KcE 0.30 Unbraced L2 7.75 ft Ke Buckling Mode 1.0 FcE 375 Attributes and Values Controlling d is 3 inches le/d psi Area (in2) Actual 31 150 16.5 Critical 50 199 12.42 Status OK OK OK Ratio 62% 75% 75% Fc 11 (psi) E (psi x mil) Reference Values 800 1.2 Adjusted Values 199 1.2 CF Size Factor 1.05 Cd Duration 1.00 Cm Wet Use 1.00 1.00 Cp Stability 0.24 Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 150 psi. Al Cohen Design Company 330 Dayton St. Suite 6 Edmonds WA 98020 425-776-7373 BeamChek v2018 licensed to: Al Cohen Design Company Reg # 2999-68455 BARNAS RESIDENCE GARAGE CENTER BEAM BEAM C Prepared by: AHC bate: 6/27/18 Selection 5-1/8x 16-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2015 Min Bearina Area R1= 8.8 in2 R2= 8.8 in (1.5) DL Defl= 0.18 in Recom Camber-- 0.27 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 20.0 ft Reaction 1 LL 4600 # Reaction 2 LL 4600 # Beam Wt per ft 0 # Reaction 1 TL 5750 # Reaction 2 TL 5750 # Bm Wt Included 0 # Maximum V 5750 # Max Moment 28750 '# Max V (Reduced) 4959 # TL Max Defl L / 240 TL Actual Defl L / 365 LL Max Defl L / 360 LL Actual Defl L / 501 Section (W) Shear (W) TL Defl (in) LL Defl 232.55 84.56 0.66 0.48 147.68 31.00 1.00 0.67 OK OK OK OK 64% 37% 66% 72% Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2336 240 1.8 650 Cv Volume 0.973 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 460 Uniform TL: 575 = A Uniform Load A R1 = 5750 R2 = 5750 SPAN = 20 FT Uniform and partial uniform loads are Ibs per lineal ft. Al Cohen Design Company 330 Dayton St. Suite 6 Edmonds WA 98020 425-776-7373 BeamChek v2018 licensed to: Al Cohen Design Company Reg # 2999-68455 BARNAS RESIDENCE GARAGE DOOR HEADER BEAM D Prepared by: AHC Date: 6/30/18 Selection 3-1/8x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 7.9 inZ R2= 7.5 in (1.5) DL Defl= 0.38 in Recom Camber= 0.57 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 16.5 ft Reaction 1 LL 3218 # Reaction 2 LL 2970 # Beam Wt per ft 11.39 # Reaction 1 TL 5147 # Reaction 2 TL 4900 # Bm Wt Included 188 # Maximum V 5147 # Max Moment 20469'# Max V (Reduced) 4330 # TL Max Defl L / 240 TL Actual Defl L / 252 LL Max Defl L / 360 LL Actual Defl L / 492 Section (in3) Shear (inZ) TL Defl (in) LL DO 117.19 46.88 0.79 0.40 102.35 27.06 0.83 0.55 OK OK OK OK 87% 58% 95% 73% Fb (psi) Fv (psi) E (psi x mil) Fc L (psi) Reference Values 2400 240 1.8 650 Ad'usted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 150 Uniform TL: 225 = A Par Unif LL Par Unif TL Start End 270 H = 338 0 5.5 203 1 = 270 5.5 16.5 J = 80 0 16.5 J I H Uniform Load A R1 = 5147 R2 = 4900 SPAN =16.5FT Uniform and partial uniform loads are Ibs per lineal ft. Notes A = upper roof load H = 2nd floor load I = 2nd floor load at bedroom j = South wall dead load Al Cohen Design Company 330 Dayton St. Suite 6 Edmonds WA 98020 425-776-7373 BeamChek v2018 licensed to: Al Cohen Design Company Reg # 2999-68455 BARNAS RESIDENCE WP DECK BEAM BEAM E Prepared by: AHC Date: 6/29/18 Selection 4x 8 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 2.3 in2 R2= 2.3 in (1.5) DL Defl= 0.03 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 6.75 ft Reaction 1 LL 1215 # Reaction 2 LL 1215 # Beam Wt per ft 6.17 # Reaction 1 TL 1438 # Reaction 2 TL 1438 # Bm Wt Included 42 # Maximum V 1438 # Max Moment 2427'# Max V (Reduced) 1181 # TL Max Defl L / 240 TL Actual Defl L / 673 LL Max Defl L / 360 LL Actual Defl L / 858 Section (W) Shear (W) TL DO (in) LL Defl 30.66 25.38 0.12 0.09 24.89 9.84 0.34 0.23 OK OK OK OK 81 % 39% 36% 42% Fb (psi) Fv (psi) E (psi x mil) Fc L (psi) Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 360 Uniform TL: 420 = A Uniform Load A 0 R1 = 1438 R2 = 1438 SPAN = 6.75 FT Uniform and partial uniform loads are Ibs per lineal ft. Al Cohen Design Company 330 Dayton St. Suite 6 Edmonds WA 98020 425-776-7373 BeamChek v2018 licensed to: Al Cohen Design Company Reg # 2999-68455 BARNAS RESIDENCE GARAGE SIDE WINDOW HDRS BEAM F Prepared by: AHC Date: 6/29/18 Selection (2) 2x 8 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Data Attributes Actual Critical Status Ratio Values Adiustments Min Bearing Area R1= 1.8 in2 R2= 1.8 inZ (1.5) DL Detl= o.u4 1n Beam Span 5.13 ft Reaction 1 LL 640 # Reaction 2 LL 615 # Beam Wt per ft 5.29 # Reaction 1 TL 1153 # Reaction 2 TL 1115 # Bm Wt Included 27 # Maximum V 1153 # Max Moment 2452'# Max V (Reduced) 1072 # TL Max Defl L / 240 TL Actual Defl L / 797 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (in2) TL Defl (in) LL Defl 26.28 21.75 0.08 0.04 23.69 7.77 0.26 0.17 OK OK OK OK 90% 36% 30% 22% Fb (psi) Fv (psi) E (psi x mil) Fc L (psi) Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 CF Size Factor 1.200 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 40 Uniform TL: 50 = A Point LL Point TL Distance Par Unif TL Start End 1050 B = 1575 2.5 H = 80 0 5.13 H Uniform Load A Pt loads: 0 0 R1 = 1153 R2 = 1115 SPAN = 5.125 FT Uniform and partial uniform loads are Ibs per lineal ft. GENERAL NOTES LIVE SAYET Y NOTES (continued) FRAMING NOTES (continued Nothing in this permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming, or unpermitted building, structure, or site condition which is outside the scope of the permit application, regardless of whether such building, structure, or condition is shown on the site plan or drawing. Such building, structure, or condition may be the subject of a separate enforcement action. Sound/noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits 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, unless a variance has been granted. ECC Chapter 5.30 All changes in plans and field modifications shall be approved by the local jurisdiction. The design professional shall prepare drawings as required for approval. IBC 107.4 Temporary address shall be clearly visible from street during all phases of construction. Failure to properly post house/building numbers may result in no inspection by the City Inspector. Curb signage is not acceptable. Address numbers (4" min. ht. & 1/z" min. stroke width) shall be posted to be plainly visible from the street or road fronting the property. IRC R319 LIFE SAFETY NOTES Smoke alarms shall be installed in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms, and on each level (including basements and habitable attics) in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur. Smoke alarms shall be hard -wired with battery backup, and when more than one smoke alarm is required within an individual dwelling unit, they shall be interconnected. Discuss exceptions to the power source requirements with the Building Inspector. IRC R314 IBC 907.2.11.2 Carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created. IRC R315 Handrails and guards must be capable of resisting a concentrated load of 200 pounds per square foot applied in any direction at any point along the top. Guard in -fill components must be capable of resisting 50 pounds per square foot. IRC Table R301.5 IBC 1607.8 Handrails shall be continuous through stair flights of four or more risers, without interruption by newel posts (unless at a turn) or other obstructions, and return to a wall, newel post, or safety terminal. The grip -size shall be Type I or II or of equivalent graspablity. IRC 311.7.8 Provide one operable escape window in the basement, habitable attic and in each sleeping room meeting all of the following requirements: -An operable area of not less than 5.7 sq. ft. (5 sq. ft. for grade floor opening) •A minimum clear opening height of 24 inches •A minimum clear opening width of 20 inches -Not more than 44 inches between the finished floor and the bottom of the clear opening. Escape windows located under decks or porches must have a path 36 inches in height to a yard or court. R310 IBC 1029 The greatest riser height within any flight of stairs or the greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. IRC R311.7.5.1 IRC R311.7.5.2 IBC 1009.7.4 FOOTINGS/FOUNDATIONS Footing drains are required around concrete/masonry foundations that retain earth and enclose habitable or usable spaces located below grade, or for crawl spaces when a minimum 6 inch slope within the first 10 feet of the foundation wall is not achieved. A separate footing drain inspection by the Building Inspector is required. IRC R401.3 IRC R405.1 Slab -on -grade floors shall be a minimum 3.5-inch thick concrete over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc. There shall be a thermal -break for slabs inside a foundation wall, and if the slab is less than 24" below the exterior grade, 24" wide R-10 perimeter insulation must be provided. Slabs used as part of a hydronic heating system shall have R-10 insulation provided throughout the entire slab area. IRC R506 WSEC R402.2.9 WSEC Table R402.1.1 Vertical rebar must be hooked and tied in place at time of footing inspection. Maintain minimum 3" clearance to earth, 1-1/2" to form -work for reinforcement. R403.1.3 R404.1.2.3.7.4 Anchor bolts shall be at least 1/2 -inch in diameter and extend 7 inches into concrete. There shall be a minimum of two bolts per plate, with one bolt within 12 inches but not closer than seven bolt diameters from the end of the plate. The bolt spacing shall not exceed 6 feet o.c. and shall have a nut and 3"x3"x0.229" washers unless engineered. IRC R403.1.6 FRAMING NOTES Hardware and fasteners in contact with preservative -treated wood shall be of hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. IRC R317.3.1 IBC 2304.9.5.1 oists less than 18" and beams less than 12" to grade and all wood xposed to weather shall be preservative -treated or naturally esistant to decay. IRC R317 IBC 2304.11 oists shall have not less than 1.5 inches bearing on wood or metal .nd 3 inches on concrete. Joists shall be prevented from rotating .t the ends and at intermediate support by approved hangers, 2 h nominal blocking, or attachment to a rim board. C 502.6/502.7 IBC 2308.8 Foundation cripple walls shall be framed of studs not less in size than the studs above. Walls over 4 feet in height shall be framed of studs having the size required for an additional story. Cripple walls studs less than 14 inches in height shall be sheathed on at least one side with a wood structural panel that is fastened to both the top and bottom plates in accordance with Table R602.3(1), or cripple walls shall be constructed of solid blocking. Cripple walls shall be supported on continuous foundations. IRC R602.9 Prior to the framing inspection, the building must be dried in with a minimum of roofing, windows, and siding paper installed. Truss layouts showing girder truss/hip-master locations are not permitted to change and must be followed correctly. If the truss manufacturer requests to change, in part or in whole, the layout shown, they must contact the architect/designer to ensure that the structural design of the building is maintained. If the layout shown is changed, in part or in whole, the Building Division requires new engineering calculations and must approve the changes prior to the installation of the roof sheathing. Exterior and bearing wall studs may be notched <25% and bored <40% of the stud width. Non -bearing wall studs may be notched <40% and bored <60% of the stud width. Any bore located <5/8" from the stud face is considered a notch. Rafters and joists may be notched in the outer thirds of the span with a maximum notch depth 1/6th and a notch width 1/3rd the depth of the member. Rafters and joists may be bored up to 1/3rd the depth of the member no closer than 2" to each edge or to another bore. Top plates notched or bored >50% of the width must have a 16ga. strap, 6 inches past and fastened with 8-10d nails at each side of the opening. IRC R502.8 IRC R602.6 IBC 2308 Attic access openings are required for buildings with combustible ceiling or roof construction over an area >30 sq. ft. and with a 30" vertical space between ceiling and roof framing members. The rough -framed opening shall be 22"00" and located in a hallway or other readily accessible location. The access cover shall be weather-stripped and insulated to a level equal to the surrounding surfaces. IRC R807.1 WSEC 402.2.4 Attic ventilation openings shall not be less than 1/150 of the area of the space ventilated. It may be reduced to 1/300 if at least 50 percent and not more than 80 percent of the required openings are at least 3 feet above the eave vents with the balance provided by the eave vents. The net free cross -ventilation area may also be reduced to 1/300 when a Class I or II vapor barrier is installed on the warm -in -winter side of the ceiling. IRC R806.2 ADDITIONAL REQUIREMENTS A survey may be required prior to the foundation wall inspection if the Building Inspector is unable to verify setbacks. Lot line stakes should be in place at the time of the foundation inspection and established property pins should be made visible. UaaP1 CN MECHANICAL N MEN YLUMMMJ INUlLJ PIKE-KAl D UONJlKUUlMN Provide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4 A 30"00" level working space shall be provided in front of the control side to service appliances. In attics and underfloor areas, a passageway a minimum of 30 inches high and 20 inches wide traveling not more than 20 feet from the access shall be provided. A 24 inch wide solid pathway shall be provided in attics. A switch -controlled luminaire is required at the passageway opening and a receptacle outlet at or near the appliance. A means of electrical disconnect is required within sight of the appliance or the breaker is to be capable of being locked in the open position. IRC M1305 IMC 306 NEC 422.31(B) Provide the combustion air required for the proper operation of the appliance(s). The minimum required volume per the standard method is 50 cubic feet per 1000 BTU/hr. Where exhaust fans, clothes dryers, and kitchen ventilation systems interfere with the operation of appliances, makeup air shall be provided. Fuel -fired appliances shall not be located in sleeping rooms, bathrooms, toilet rooms, or storage closets unless specific installation requirements are met. IRC G 2406.2 G2407.4 G2407.5.1 IFGC 303.3 304.4 304.5 An exhaust hood/system of >400cfm installed or required by the range or cooktop manufacturer must be provided with makeup air equal to the exhaust air rate. IRC M1503.4 IMC 505.2 Provide required makeup air in the laundry room. Louvered doors or openings/grilles into other spaces may be used to meet the requirements. Other limitations may arise if a gas dryer is installed. IMC 504.5 G2407.4 G2407.9.1 Dryer ducts shall terminate outside of the building, 3 ft. from any openings into the building. The termination shall have a backdraft damper and no screen. The dryer duct shall be a minimum .016-in. (27 ga.) thick, a minimum 4 inches in diameter, have a smooth interior finish, have sections joined with the insert end in the direction of airflow without the use of fasteners, be supported at 4 ft. intervals, and secured in place and protected by nail plates that extend 2" aboveibelow bottom/top plates. The joints shall be sealed with UL181A listed mastic or tape. Dryer duct maximum lengths are 25 ft. for electric and 35 ft. for gas with deductions for fittings (or sized/length per manufacturer). If concealed, the equivalent length of the duct shall be permanently labeled or tagged within 6 ft. of the dryer connection. IRC M1502 M1601.4.1 G2439 IMC 504 IFGC 614 Hydronic heating system piping shall be tested at 100 psi water pressure or 1 1/2 times the operating pressure, whichever is greater, for a minimum of 15 minutes. Piping embedded in concrete shall be pressure tested prior to the placing of concrete and be maintained at operating pressure during concrete placement. The test must be observed by the Building Inspector prior- to concrete placement. Note: a means of providing outdoor air per IRC R303.4, M1507 and IMC 403.2 is required. IMC 1208 - 1209 Refrigerant circuit access ports located outdoors shall be fitted with locking -type tamper- resistant caps. IRC M1411.6 IMC 1101.10 Fixtures installed on a floor level that is lower than the next upstream manhole cover of the public or private sewer shall be protected from backflow of sewage by installing an approved type of backwater valve. Fixtures on floor levels above such elevation shall not discharge through the backwater valve. UPC 710.1 Vent all plumbing fixtures through the roof per UPC 906.0 or with a loop vent per UPC 909.0. Air admittance valves are not pennitted unless first approved by the Building Inspector on a case by case basis. Water heaters installed in attics, attic -ceiling assemblies, floor -ceiling assemblies or a floor/sub-floor assembly, where damage may occur from a leak, shall be installed in a watertight pan made of corrosion -resistant materials. The pan shall have a minimum 3/a" drain and the drain shall terminate in a visible location. The drain cannot empty into the crawlspace beneath a building. Discharge from a relief valve into a water heater pan shall be prohibited. UPC 507.4 UPC 507.5 Access will be required for the whirlpool/jetted tub pump and the tempering valve for all tubs. The tempering valve may also be installed at the water heater. UPC 409 Showers shall be a minimum of 900 square inches and be capable of encompassing a 30 inch circle. The shower receptor shall have a finished dam, curb, or threshold between 2" and 9" above the top of the drain. The floor of the shower shall slope a minimum of 1/a" and a maximum of 1/z". Lining materials for built-up showers and shower seats shall be sloped, extend upward 3" above the horizontal surface, and over the top of the dam or threshold. Shower receptors shall be tested by filling with water to the top of the rough threshold while plugged at the drain. Protect the weep s in the sub -drain clamping ring from clogging. C 408.5 - 408.7 Main building shut-off required on water supply line. UPC 606.2 Pressure reduction valve on main water supply line required by City code. Vent hot water tank relief valve directly to the outside. UPC 608.5 Hot water heater must be seismically anchored or strapped at points within the upper one-third and lower one-third of its vertical dimensions. At the lower point, a minimum distance of 4" must be maintained above the controls with the strapping. UPC 507.2 All pressure absorbing devices (e.g. air chambers, mechanical devices, hammer arrestors) shall be accessible or installed per manufacturer. UPC 609.10 (Minimum 1" air -gap required at dishwasher. UPC 414.3 Hose bibs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. UPC 603.5.7 Soaker and jetted tubs shall be installed and supported per the manufacturer's installation specifications. UPC 409.6 Dwelling/garage separation shall be maintained by installing 1/z" gypsum wallboard on the garage side from the foundation to the underside of the roof sheathing. Ceiling of garages with habitable space above shall have 5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated nails or equivalent drywall screws and the structural elements supporting the ceiling protected with 1/2 gypsum wallboard. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/z" gypsum wallboard. Water resistant gypsum shall not be used as a tile backing board where there will be direct exposure to water, or in areas subject to continuous high humidity (showers, etc.). IRC R302 IRC R702.3.8.1 -king shall be provided to cut off all concealed draft openings (both and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations: 1) In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs as follows: 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. 2) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3) In concealed spaces between stair stringers at top and bottom of the run. 4) At openings around vent, pipes, and ducts at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. For additional requirements see IRC 302.11 IDraftstoDs shall be installed in combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, so that the area of the concealed space does not exceed 1000 sq ft. and shall divide the space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 1.Ceiling is suspended under the floor framing. 2.Floor framing is constructed of truss -type open -web or perforated members. aftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 h wood structural panels or other approved materials adequately )ported and installed parallel to the floor framing membersIRC R302.12 ADDITIONAL REQUIREMENTS Height verification shall be done by the applicant's agent/contractor and observed by the Building Inspector on site. The agent/contractor shall set up the equipment (transit/builders level), establish the datum point, and the point of average grade. These items must be consistent with the approved plans. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximum height permitted for the zone, an elevation survey is required. An elevation survey consists of three components to be conducted by a licensed surveyor. 1) Prior to construction, the surveyor shall establish average grade as specified in ECDC 21.40.030, and shall establish a reference datum point that will be undisturbed and can be freely accessed. 2) The surveyor shall locate the elevation of the first floor prior to the City under -floor inspection. 3) A final letter of height confirmation shall be provided upon completion of the structure. UAL CN 2 Nw fSs:q SW gzb!5. 0 , '�P�EPL r•G4;IMJI4 t6p�larZL 3,08 M SITE PLAN NORTH- SCALE 1" = 10 FT ALL WORK SUBJECT TO FIELD INSPECTION FOR PROJECT DPtT�t CODE COMPLIANCE a� 7/1/2018 - BE SITE ADDRESS: . 75q MAPLE STREET EDMONDS IMA -0020. Y OWNER NAME: . ZEIGNIEW BARNA5 / DANUTA KOPER a CURRENT ADDRESS: SAME AS ABOVE TELEPHONE: 206-425-0564 $ A55E5SOR'5 PARCEL No. 0045420SW2WO ZONM6: IRS-6 gpipR0uE L . LEGAL DE5G: LOTS 2-1 s 50, BLOCK 8q GITYOF EDMONDS COUNTY:.. SNOHOMISH JURISDICTION: CITY OF EDMOND5. CONSTRUCTION TYPE: V - B OLGUPANGY: R5 / U (GA 6EICARPORT Al'sM UST BE PROJECT. DESCRIPTION: NEW ADDITION FOR TWO BEDROOMS AND BATH. NEW MP DECK. N REMODEL MASTER BATH AND CLOSET. N i0R.31TE ,_ PROJECT AREA SQ FT HEIGHT LIMIT CALCULATION - dl LIVING. SPADE - NEW EXI571N6 .TOTAL NO CHANGE TO EASTIN& HEIGHT OR LIMIT GIMERS/DOWNSPOUTS FI95T FL 1031 1031 REF. DATUM LOCATION: - MA. COVER,IN MAPLE 5T TO CONNECT TO EMT. SYBT. � SECOND FL 496 - 591 - 1387 REF. DATUM EASE ELEVATION 95.08 111 BASEMENT - 552 552. AVERAGE GRADE (5EE GALL) 90.56 1L LIV. 51'. TOTAL 496 - - 2474 2g70.. MAXIMUM HEIGHT LIMIT IN FT - 25.00 `Nothing m floe permit approval proem alien be interprefo�lld as allawmg or permitting the ly GARAGE Ills 460 MAXIMUM HEIGHT ELEVATION 115.56 mainten ce ofany currently existing illegal,aommnforwng o*urrrmit*A building, structur DECK 44 PROPOSED 8 EXIST HIGHEST ELEV 115.00 or site condition which is outside the scope ofthe GOV PORCH - 196 AVE GRADE GALG: NW EL = 8SA5, NE EL = 87.2'1 permit application, regardless of whether each dr is building; st -eture or condition is shown on the, -; W WP DECK 89 8q 5W EL = -12.55, SE EL = g6.lq TOTAL = 56224 site pplenor dir ing. Such building, structure of - MISC. TOTAL - 8q TOO 78q - 362.24 / 4 = 90.56 AVE GRADE conditwn may be the subject of a separate enforcement action.• v LOT COVERAGE 50 FT IRG AND W5EG 2015. (a LOT AREA - - 6,585 HEAT SY5TEM: EX. OAS FORCED AIR. MAX PERCENT COVERAGE 55% CLIMATE ZONE MARINE AREA 4 - g MAX �,. Fv1GE AREA 2,505 VERTICAL GL 0.25• MAX GL % WA PROPosa 7 GOVERAGE _ 1,748 - OVERHEAD GL 0.50 HEADER R-10 51LJ1{ FROPC0 PERCENTA6E 26.55% CEILING R-41 VAULTR-55 LOT C:. G_- NEW EXISTING TOTAL WALL (MT) - R-21 BELOW GR. R-21 - - - — -- h10U 20 1051 1051 FLOOR '. R-381 SLAB EDGE - R-10. 460 460 CHAPTER 6 GLAZING CALCULATION 44 44 ENERGY CREDITS REQUIRED 0.5 n H 104 104 CREDIT METHOD 1.A - 2 S P 8q 89 • FLR t WINDOW RE0MT6 FOR 214ER6Y CREDIT - <do OU5 SURFACE 50 FT IMPERV. AREA NEW EXI5TIN6 TOTAL IL i n NO CHANGE TO EXI5TIN6 HOUSE/5ARA6E 155q I 155q MAX COVERAGE AREA - O PORCH/EAVES 520 520 EXISTING IMP COVERAGE 2,755 LAND'6/WALK5 225 225 PROPOSED PERCENTAGE 41.84% DRIVEWAY 465 - 468 ARE EAVE5 ABOVE EARTH INCLUDED2 YE5 TOTAL - 2755 2i55 ON uo � APPROVED BY ENGINEERING 0 1' Date: '61 APP ED 7�Ep BY P' ANNNINq FIRE _ -7 is Setbacks Reetired dual CITY OF EDMONDS BUILDING DEPARTMENT WORK 1770 zWervtn L--, ADDRESS '],-J OWNER ry y7 ti/L APPROVED DATE: T BLDG. OFFICIAL: PERMIT NUMBER BLD.-P/9 09(19S Front Zy_ " S 2.18 Sides a_ale6 1-0 REVISIONS Rear S Other Height LS CITY pop (3l.�Zo 18�b5 RECEIVE® JUL 16 2018 DEVELDPMENF�SERVICES enuuree DESIGN LOADS CODES 2015 IRO INTERNATIONAL RESIDENTIACCOVE, 2018 ENERGY CODE AND V.I.A.0. CODE WITH WASHINGTON STATE AMENDMENTS LIVE LOADS • ROOF: 25 PEP (SNOW) . FLOORS: 40 PEP • SLEEPING ROOM5 AND HABITABLE ATTICS: 50 PEP • AT'TO WITH LIGHT STORAGE: 20 PSF • A7TG WITHOUT STORAGE: 10 PSF • STAIRS: THE GREATER OF 40 PEP OR CONCENTRATED LOAD OF 500 LBS PER 4 SQUARE INCHES • Or AND BALCONIES: 40 PEP • GUARD AND HANDRAILS: HORIZ 200# FT. LOAD AT TOP • GUARDRAIL IWFILL COMPONENTS: 5O LES PER so FT • BASIC WIND SPEED: 85 MPH, EXPOSURE B (U.N.O.) • SEISMIC ZONE: USE GROUP 1, DESIGN CATEGORY D2 501L • SOIL BEARING CAPACITY ASSUMED AT 1500 PSF IN PLANS OR PER REPORT BY QUALIFIED SOILS ENGINEER. . EARTH PRE55URE ASSUMED AT 60 POP EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 50 PGF FOR CANTILEVER. RETAINING WALL5. CONCRETE • 5000 F51 MINIMUM COMPRESSIVE STRENGTH AT 25 DAYS, WHERE PLACEMENT 15 EXPOSED TO WEATHER, GARAGE AND CARPORT SLABS, PORCHES, STEPS AND RETAINING WALL9 (TABLE R402.2J. • 2500 FBI MINIMUM AT OTHER CONCRETE, NOT EXPOSED TO WEATHER. • EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED NOT LESS THAN 5% OR MORE THAN r%.: • - MIX REOUIREMENT5: 5-1/2 SACK CEMENT PER OU YID,. WITH MAXIMUM OF b GAL. WATER PER SACK. - . MAXIMUM SLUMP W, MAXIMUM A96REGATE SIZE I-1/2' REINFORGINGBTEEL - • ASTM A-615 GRADE 40. FRAMING LUMBER (uI NOTED oTHERWI5E) PLATES HF 02 (P:T. AT GONG) MUD51LL5 ON CONO - P.T. HF #2 STUDS - HP STUV GRADE" JOISTS AND. RAFTERS. HF #2 P05T5 AND HEADERS - DF #2 BEAMS OF#2 GLU-LAM BEAMS (SIMPLE SPAN) - 24F-V4 - GLU-LAM BEAM5(0VERHANGIN(S)24F-V8 DECK JOISTS P.Y. DF #2 DECK BEAMS P.T. DF #1 MASONRY • MORTAR: TYPE 5, 1 PG, 1/2. LIME PUTTY, 4 5AND. GRADE 40 STEEL - GENS"L NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE NITH PLANS AND SPECIFICATIONS: 511E CONDITIONS INCLUDE, EVIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING 5TRUCTURC-9 AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS: THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISGREPANGIE5, AMBIGUITIES OR OMISSIONS IN THE PLANE, 2. WRITTEN DIMENSIONS TAKE PR E C EDE NGE OVER DRAWING SCALE, DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEWS, B. ALL WORKMANSHIP, MATERIALS AND I1,15TALLED PRODUGT5 SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE CURRENT CODE IN FORGE AND ALL APPLICABLE LOCAL CODES, WHICH TAKE PREGEDENGE OVER NOTe5 .5PEGFIGATION5 AND D", NC,5. 4. UNLE59 A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN WAS DRAWN FROM GENERAL 51TE LANDMARKS AND 15 NOT TO BE CONSTRUED A5 A PROFESSIONAL SURVEY: THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR - MAINTAINING REOUIREP ZONING SETBACKS OR SHALL, AT HI5 DISCRETION, REQUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND/OR O'MER ZONING RESTRICTIONS. S. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AMC) SMALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL HAVING JURISDICTION. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REGUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS. TO.BE HANDLED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. T. THESE DRAWINGS ARE INSTRUMENTS OF 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE ARCHITECT.. GENERAL 0ON5TRUGTION NOTES' ❑ A. SITE CONDITIONS AND SITE WORK G VENTILATION AND ACCESS 1 IJ O. TRU55E5 - - 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOCKS WITH 1. PRE -FABRICATED TRUSSES SHALL BE DESIGNED BY A FROM THE 501E BEARING CAPACITY OUTLINED UNDER "DESIGN SCREENED OPENINGS NOT THAN 1 NET CLEAR WASHINGTON STATE LICENSED 5T1iUGTURAL ENGINEER AND I N LOADS", OR IF EXCESSIVE GROUND WATER 15 PRESENT, AREA FOR EACH 300 SQ. FT. OF UNDER FLOOR AREA r. O FL O ACCORDANCE NTH THE PLAN REQUIREMENTS. 5U5MIT xO CONTACT THIS OFFICE BEFORE PROCEEDING: - P15TRIBUTE OPENINGS APPROXIMATELY.EOUAL ALONG- THE COMPLETE SHOP. WITH ENGINEERS SEAL FOR ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND ALL F LENGTH OF AT LEAST TWO OPPOSITE SIDES AND ONE OPENING TO FA RI .APPROVAL PRIOR TO FABRICATION. TRUSSES MUST B SHALL ON UNDISTURBED, NATIVE SOIL. - WITHIN 5 FT EVERY CORNER. STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY A o 2. DO NOT OAGKFlLL UNTIL WALLS HAVE BEEN ADEQUATELY 15AC COVER WITH 1/4" QORR0510N-RE515TAN7 WIRE MESH AT 11 CONTROL AGENCY SUCH A6 WASHINGTON WOOD TRUSS Y BRACED OR NAVE BEEN DESIGNED TO RESIST LATERAL EARTH CRAWL SPACE OPENINGS. 2 - FABRICATORS COUNCIL. - PRESSURE BAGKFILL MATERIAL SHALL BE CLEAN, PERMEABLE PROVIDE 18" X 24" MIN. CLEAR ACCESS THRU FLOOR OR 16" X 2- CONTRACTOR TO VERIFY SPANS PRIOR TO FABRICATION. AND FREE OF ORSANIG MATERIALS. - 2W THROUGH WALL TO UNDER FLOOR AREAS. B. APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF - 1 9. INSTALL A 4INCH DIAMETER PERFORATED PERIMETER DRAINS - -5. VENTILATE ATTIC SPACES WITH NET CLEAR AREA EQUAL TO RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. IN ONE GU. Ff. OF DRAIN GRAVEL PER LINEAL FT. WITH FILTER - -. V15OTH OF THE ATTIC, AREA, EXCEPT THE NET AREA MAY BE - NON -BEARING PARTITIONS BELOW TRUSSES SHALL BE - FABRIC OVER. PROVIDE SEPARATE DOWNSPOUT AND SEALED i/300TH, PROVIDED 50% .. _. 15 36" ABOVE EAVd, WITH - .SEPARATED FROM TRUSS WITH SIMPSON 5TG CLIPS. SURFACE DRAINAGE AND/OR RETENTION SYSTEM AS REQUIRED THE BALANCE IN THE EAVES. '. 4., TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND -' BY LOCAL CODE. S.WHEN A SO" OR MORE CLEAR ATTIC, HEIGHT EXISTS FROM THE PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE ,/ TOP OF CEILING JOISTS TO UNDERSIDE OF ROOF AND 90. - ' WITH THE INDIVIDUAL TRU55 DESIGN PROVIDED BY THE W B. CONCRETE'5Q FT AREA, PROVIDE AN ACCESSIBLE PANEL 22" X 990", WITH- MANUFACTURER. 1. CENTER ALL POST FOOT'ING5 UNLESS NOTED AND PROVIDE 2 90" CLEAR HEIGHT ABOVE: PROVIDE INSULATION RETAINER, R- 49 BAIT AND WEATHER-STRIP. - ❑ - - INCH PLINTHS ADJACENT SLABS, 8 INCH PLINTH5 AT OPEN - P. SKYLIGHTS B EARTH (6 INCH IF POST 15 PRESSURE TREATED), AND INSTALL +[(�' H. 5AFETY- GLAZING 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED (TOP), SILL PLATES AT LEAST 6 INCHES ABOVE FINISHED GRADE OR 2 LAMINATED GLASS WITH MIN. 0.015" POLYVINYL B UTYRAL N s INCHES ABOVE 51f95. DAMP-PROOF EXTERIOR OF BASEMENT 1, TEMPERED SAFETY GLAS5 SHALL BE INSTALLED IN - -' INNER LAYER (BOTTOM). - 6 1NIALL5 AND WALLS RETAINING EARTH ADJACENT HAZA4WCU5. LOCATIONS AND 51,BJEGT TO HUMAN IMPACT, 2 PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER - GRAWLSPAGFS WITH TWO GOAT5 OF ASPHALTIC EMULSION UNLESS A 5PECIFIG WATERPROOFING SYSTEM IS SPECIFIED IN GLAZING IN DOOR5, GLAZING WITHIN A 24" AMC OF CLOSED FLASHED AT TOP AND BOTTOM AND STEP -FLASH SIDES. THE PLANS. - DOOR, GLAZED AREAS 19 50. FT. WHEN LESS THAN W ABOVE A WALKING SURFACE, PER ISCARG R508.4. THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE LOWER END. INSTALL PER MANUFACTURERS INSTRUCTIONS. _ V 2. INSTALL STEEL REINFORCING PER STANDARD. 2. SAFETY GLAZING 15 REGIIIRED TO BE PERMANENTLY FINISH AND FLARE WELL TO CEILING.PER PLANS, x w SPLICE CORNER AND CONTINUOUS BARS E C A MIN. S 30 BAR Or BAR DIAMETERS. MINIMUM BAR CONCRETE COVER IS 9° TO MARKED PER ISCARG R908.1. - ", Q EARTH, 2" TO WEATHER, i" TO OTHER. � I. ELECTRICAL - 0. EMERGENCY EGRESS • � � S. ANCHOR BOLTS TO BE EMBEDED A MINIMUM OF T INCHES - - 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE-' 1. EVERY 5LEEFIN6 ROOM, BASEMENT, AND HABITABLE ATTIC `, -SHALL U.N.O., TWO BOLTS MIN. PER PLATE, PLACE WITHIN 12' FROM - ADEQUACY OF EXI5TW G AND PROPOSED ELECTRICAL SERVICE HAVE ONE OPENABLE EMERGENCY ESCAPE AND RESCUE ENDS BUT NOT LE95 THAN T DIAMETERS TO END.. AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE FB2 N.E.G.; OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL HEIGHT - 4. NEW FOOTINGS SHALL EXTEND TO A DEPTH THAT YVILL.NOT STATE AND LOCAL ENERGY CODES, AND MANUFAGTUWR R5 - OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF 5.•150. ", IMPOSE LOADS ON NEW OR EXISTING BASEMENT OR RETAINING WALLS UNLESS SPECIFICALLY DETAILED IN THE PLANS. SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND :, MIN. CLEAR HEIGHT OF 24 MINCLEAR, PTAND . R WIDTH OF 20" SHALL BE OPERABLE FROM THE INSIDE F III - - D. - TIE NEW FOOTINGS TO EXISTING FOOTINGS ALL. QUIPMENT. - - WITHOUT SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY HAVE NET INTERSECTIONS WITH FINS MINIMUM OF TWO >r4 PINS AT MOOTING H �`)• � MECHANICAL � - CLEAR MIN, OPENING OF 5 54. F7. TINO #4 FINE I AND TWO #4 PINS AT TWILL. EMBED PINS 4 INCHES MINIMUM M EPDXY GROUT. - '.1;.'. WARM AIR FURNACE OR GAS H.W. TANKS SHALL NOT BE - lYJ R. SMOKE A ANDEd G. LUMBER. NSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS. AND DIRECT OUTSIDE COMBUSTION AIR PER CODE. AND -: _ CARBON MONOXIDE ALARM5/DETEGTORS y q m, 1. FRAMING LUMBER TO BE KILN DRIED TO 19% MOISTURE -' - -MANUFACTURERS SPECIFICATIONS. .. 1.- '. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING - CONTENT, 6RADEO PFR STD. GRADING RULES PER 2•' 6A5 APPLIANCE5 IN GARAGE SHALL BE ON A 18" HIGH PLATFORM. IF APPLIANCE IS. IN LINE OF VEHICLE TRAFFIC, �, AREA AMP CENTRALLY LOCATED IN THE CORRIDOR OR ARFA GIVING ACCESS TO EACH SLEEPING AREA.. WHERE AN ACCESS. W.G.L.I.B. OR W.W.P.A. A5 APPLICABLE. PROVDE GRADE - AND SPECIES AS PER FRAMING PLANS, GENERAL NOTES, . - - PROVIDE A 5" O CONIC, FILLED STEEL BOLLARD. - CORRIDOR OPENS INTO A ROOM WITH A CEILING 90' OR , AND DESIGN LOAD GHA ART. 5. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATEN - HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR 2. SILL PLATES, DECK 5u6-STRUCTURES, POSTS AND BEAMS - SHALL BE 26 GAUGE MIN. OR HAVE APPROVED DAMP, SHALL BE PLACED IN EACH. DWELLINGS WITH MORE THAN ONE EXPOSED TO WEATHER AND WOOD IN CONTACT WITH 4. DUCTING TO MEET MECHANICAL STDS AND SYSTEMS ARE TO BE - STORY OR WITH A BASEMENT SHALL HAVE A DETECTOR B ' '..- CONCRETE SHALL BE PRESSURE TREATED WITH AN EJ,&NI CONTRACTOR 514ALL PROVIDE MECHANICAL - INSTALLED AT EACH LEVEL AND IN CLOSE PROXIMITY TO THE APPROVED PRESERVATIVE. PUCTN6, EQUIPMENT BONO, HEAT LOBS CALCULATIONS AND STAIRS. ALL: SMOKE DETECTORS SHALL BE INTERCONNECTED 3, GLU-LAM BEAMS SHALL BEAR AN A.I.TG. INSPECTION STAMP MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR AND AUDIBLE IN EVERY BEDROOM WIrH THEIR DOORS CLOSED. ,. u D. FRAMING SUILDING DEPARTMENT REVIEW. - 5.. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS 2. 914OKE DETECTORS IN. NEW CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING POWER WITHOUT A DISCONNECT 5WTTCH 5HALL HAVE MECHANICAL EXHAUST, IN INSULATED, RIGID OTHER THAN FOR OVERQIRRENT PROTECTION AND MUST HAVE - 1. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END DUCTING TO EXTERIOR, WITH A BACKDRAFT DAMPER, CAPABLE BATTERY BACK-UP. - BEARINGS WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO OF 5 AIR CHANGES PER HOUR, 2. REMODELED OF, ALTERED EXISTING BUILDINGS MAY HAVE .. - PREVENT UPLIFT AND DISPLACEMENT. S.DRYER'EQUNALENT EXHAUST DUCT LENGTH IS TO BE POSTED BATTERY ONLY OPERATED DETECTORS WHERE DIRECT WIRING 2. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS, AND WITHIN 6 FT OF DUCT CONNECTION. REGIUIRE5 THE REMOVAL OF EXISITNG INTERIOR FINISHES. - JOISTS PER IRC R502.1 AND PROVIDE TEMPORARY BRACING T. RANNOEHOOD5 IN EXCESS OF 400 CFM SHALL HAVE AUTO- 9. CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE - AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND - - CONTROLLED OUTSIDE MAKE-UP AIR. AND IN THE IMMEDIATE VICINITY OF SLEEPING AREASSAoM off- r_+c411 L-BVEL,i gbV4R6D, 5TIFFENER5ARE INSTALLED. . S. PROVIDE A MINIMUM JOIST BEARING OF 1-1/2" ON WOOD, 9" ON ,...,( IYI K. PLUMBING ❑ 5. SECURITY - _ } z HAVE1/ CONCRETE. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE NET AIRSPACE AT TOP, SIDES AND END. - -1. -. PLUMBING CONTRACTOR SHALL 51ZF ALL LINES. VENT, - AIRGAPS, AND GLEAN -OUTS PER CODE. 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A -MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS OPERABLE F 2X 4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, USE 10d NAILS AT 12" 0.0. 5TA66ERED. 2 FLOW RATES TO COMPLY WITH WAG II SECTION 402.0 .I WITHOUT SPC-CIAL KNOWLED6E, KEYS OR EFFORT. O ��U777 S. - SOLID BLOCK FV 2X AT MIDPOINT OF ETUDE OVER 10 FEET,-.' TOILETS: 1.6 OFF (MAX), SHOWERS: 2.5 GPM (MAX), '. LAVATORIES/PAVCET: 2.5 (MAJU. 2:. - - - PROVIDE AN OBSERVATION PORT 0 54'-66' ABOVE THE V - BEW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND LO RAFTERS AT SUPPORTS. DOUBLE JOISTS UNDER PARALLEL GPM S. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STLS _ �/ FLOOR AT SOLID, UNGLAZED ENTRY DOORS. : BEARING PARTITIONS AND.UNDER WINDOW CRIPPLES AT FOR PROPOSED USE AND BE LABELED NAEOA APPROVED. 4. HOT WATER T.. GARAGE / DWELLING SEPARATION Z OVERHANGING FLOORS. 6. GUT OFF ALL CONCEALED. OP AND DRAFTSICA TANKS REQUIRE DUAL (HIGH AND LON) SESMIG STRAPS SECURED TO STUDS, EXPANSION TANK, AND A 1 ASIH T ILLN GARAGE TO DWELLING SEPARATION SHALL CONSIST OF TO HORIZONTAL AND VERTICAL OPENINGS AT CEILINGS, FLOORS,. HORIZONTAL - PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR). FIR 1/2" APPLIED TO THE GARAGE SIDE OF ALL 1- Q� AND ATTIC., PROVIDE VERTICAL FIRESTOPS AT 10' HORIZONTAL INTERVALS AT WALL FURRING VOIDS. td L. M015TURE CONTROL GARAGE SURFACES ADJOINING DWELLINGS LIVING, ATTIC AND CRAWL SPACES. E FIRE571OP TOP, B0TTOI4 AND SIDES OF STAIRS KITH 29 NOMINAL LUMBER. 1. 5HOWER5 SHALL HAVE A NON-AB5OREENT SURFACE TO A - 2. DOORS FROM GARA6E TO DWELLING SHALL BE 1-3/84 THICK, SOLID CORE, AND TIGHT FITTING. Y �( HEIGHT OF -12 INCHES ABOVE FLOOR. 5. GARAGE CEILINGS COMPOSED OF 2Xi 50LIM-SAWN JOISTS AND SUPFORTING HABITABLE SPACE ABOVE, SHALL HAVE ONE L'i E. METAL CONK GE TORS 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE SHCAERS LAYER OF FIRETAPED 5/8" TYPE "X" GWB..ALL GARAGE PO5T5, pY 3 1. ALL METAL CONNECTORS SHALL BE "SIMPSON" OR AN _ APPROVED EQUIVALENT. ` WITH A 5ITE-BUILT PAN SHALL BE FILLED AND LEAK TSTEP BEAMS, AND WALLS SUPPORTING HABITABLE SPACE SHALL HAVE ONE LAYER OF FIRETAPED 1/2" GWB. GARAGE GEILIN65 X 1T O F� 2. FRAME NAILING 5HALL COMPLY WITH IBCARC R602.9.(1) (2) FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL 71LE ACCE5SORIES. COMPOSED OF 1.1015T5, WITH HABITABLE SPACE ABOVE, SHALL x W UNLE55 NOTED OTHERWISE ON FRAMING PLANS OR 514FARWATL CO SCHEDULE, ALL NAILS SHALL BE MMON HIRE 4. HAVE TWO LAYERS OF FIRETAPEP 1/2", TYPE "X", GWB MIN. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 &AU&E i- D Q NAILS U.N.O. M. BATH.SAFETY - .MINIMUM OR HAVE AN APPROVED DAMPER. � 3. USE GUT WASHERS AT BOLTED CONNECTIONS. 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD. DOORS '-- ANCHOR BOLT WASHERS TO BE 50VARE 3" X 9" X I/W. AND SHOWER ENCLOSURES SHALL BE FULLY TEMPERED OR - ❑ V. STAIRS AND 61JARDRAIL5 - - CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/6 - OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED TEMPERED, 1/4" LAMINATED. 1. STAIRWAYS SHALL HAVE A MIN. WIDTH OF 36", A RISER HE16HT - - WITH CORRONOWREBISTANT FASTENERS. 2. FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE OF T-3/4" MAX., A MIN. TRENDLENGTH OF 10", AND 3/8" 4. ACQ-G and D TREATED WOOD (ALKALINE COPPER QUAT) SKID -RESISTANT. PROVIDE SECURE BLOCKIN6 FOR N_L MAXIMUM VARIATIONS.. A TREAD NO51N6 OF 5/4" TO 1-1/W 15 REQUIRES. WRR0910N PROTECTED FASTENERS, BOLTS, AND GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A =00 REOUIREP ON STAIRWAYS WITH SOLID RISERS UNLESS TREAD HARDWARE SUCH AS. SIMPSON "ZMA W OR HOG (HOT DIPPED I.B. IMPACT LOAD. DEPTH 15 11'. OR GREATER. - BE ONE 7. I �, IA GALVANIZED) OR BSTBGO (STAINLESS STEEL). ❑ N. FACTORY BUILT FIREPLACES / STOVE5 2, 2, 5. HANDRAILS SHALL PROVIDED ON AT LEAST SIDE OF. FLIGHTS WITH 4 OR MORE RISEw`. 5 HANDRAILS 5HALL BE PLACED 34" ro 95^ ABOVE THE MOVING.- REVISIONS - F. PAN LYWOOD D DIAPHRAGM NAILING 1. UNITS SHALL BE U.L. LISTED PER ULIII AND INSTALLED PER AND SPACED 1-1/2" MIN. OFF WALL WITH A 1-1/2' TO 2" 1. ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING MANUFACTURER'S RECOMMENDATIONS AND REQUIRED DIAMETER, SMOOTH GRASP AND AT NEWEL OR 1-1/4" RETURN STAMP OF APA AND NAIL PER IBCARG 602.9.0),(2): GLEARANGE.5. AT ENDS. 2.' PROVIDE DIAPHRAGM SHEATHING AND NAILING: (U.N.O.)- 2.. UNITS SHALL HAVE TIGHT -FITTING GLASS OR METAL DOORS, 4. PROVIDE 80" MIN. CLEAR HEADROOM ABOVE NO5ING5, FLOOR 5HEATHIN6 SHALL BE 5/4" T4G C-D-EXT--APA READILY ACCESSIBLE CONTROLS TO A TGHT FITTING FLUE.. B. AREAS 30" ABOVE &RACE (WITHIN 9 Fr) OR ADJACENT FLOORS _ PLYWOOD WITH EXT GLUE, PI: 92/16, GLUE AMC) NAIL DAMPER, 6 INCH DIAMETER OUTSIDE COMBUSTION AIR DUCT TO PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF 96" AND 10d AT W O.G. EDGES, 10" O,G. FIELD. - FIRE BOX, AND A 9/5 INCH THICK MIN. NON-COMBUSTSLE INTERMEDIATE BALUSTERS OR RAILS SPACED 50 THAT A 4" - ROOF SHEATHING SHALL BE 15/92" !rD-TNT-APA PLYWOOD - HEARTH EXTENSION THAT 15 READILY DISTINGUISHABLE FROM SPHERE CANNOT I -ASS THROUGH. - W(IH EXTERIOR GLUE, PI: 24/0, OR •f/16" 050.. SURROUNDING FLOOR. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE NAIL 8d AT b" O.G. FAIIIEL FDGE5,, 12" O.G. FIELD. 3. PROVIDE CHIMNEY SIZE AND CLEARANCES PER CODE AND FIRETAPED 1/2" Gm, ON WALLS. AND 50FFIT5. PROVIDE NALL 5HEAT1IIN6 SHALL BE 15/52' C-V-INT-APA PLYNOOD MANUF. SPECS FOR INSTALLATION OF SOLID FUEL BURNING - FIREBLOCKING IN CONCEALED SPACES BETWEEN STAIR WfTH EXTERIOR GLUE; PI: 24/0, OR T/16" 055. - APPLIANCES. STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN 5TUD5 - NAIL 8d AT Wl O.C. PANEL WOES, 12" O.G. FIELD. - - 4. FIREPLACES WITH GAS COMBUSTION ONLY SHALL BE ALONG AND IN LINE WITH RUN OF STAIRS.' I1,15TALLED PER I.M.G. AND MANI SPECIFICATIONS.- JUL 16 2018 DEVELOPMENT SERVICES' cnuNTca STATE ENERGY 0005 NOTES ❑ WHo HOUSE yE TILATTIIOµ ❑ ADDITIONS TO EXISTING BUILDINGS MAY BE MADE GENERAL: THIS 560TION ESTfvB' L18HES MINIMUM WITHOUT MAKING THE ENTIRE STRUCTURE COMPLY, PRESCRIPTIVE DESIGN REQUIREMENTS FOR WHOLE PROVIDED THE NEW ADDITIONS. CONFORM TO THE HOU59 VENTILATpOI,NL BY5TEM5, EACH DWELLING, UNIT OR CURRENT CODE BECTON 101.32.1-. 6UE5T ROOM 5LHYIle BE EQUIPPED WITH A VENTILATION ❑ EXCEPTION NEW ADDITIONS LE55 THAN T5D 5Q PT SECTION 1AL50 WGOMPLIANCE THAT DO NOT FULLY COMPLY SHALL BE APPROVED IF 6ITH M 508 6 ORMyP1150NB: f PERM�TTED TO BE NJ THROUGH COMPLIANCE WITH. IMPROVEMENTS IMPROVEMENTS ARE MADE TO THE EXISTING OCCUPANCY TO COMPENSATE FOR ANY DEPIGIENGIF3 IN THE IN NATIONAL MECHANICAL CODE. THE NEW ADDITION. - T, 'O ERATWO INSTRUCTIONS. INSTALLERS SHALL PROVIDE W EXTERIOR JOINTS AROUND WINDOW AND DOOR THE MANUFAGTUREM5 INSTALLATION, OPERATING FRAMES, OPENINGS BETWEEN WALLS AND INSTRUCTIONS, AND A WHOLE HOUSE VENTLATION FOUNDATIONS, BETWEEN WALLS AND ROOF, OPENINGS SYSTEM OPERATION DESCRIPTON, AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, ROOF -AND FLOORS: AND OTHER SUCH ❑ CONTINUOUSLY OPERATING LXHAU5T VENTILATION - OPENINGS IN THE BUILDING ENVELOPE, INCLUDING SYSTEMS. CONTINUOUSLY OPERATING EXHAUST ACCESS PANELS INTO UNHEATED SPACES, SHALL BE VENTILATION SYSTEMS SHALL P RCVIDE THE MINIMUM ' ,. SEALED, CAULKED, 6ASKE'TED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. WEATHERSTRIP EXTERIROR PLOW RATES SPECIFIED IN TABLE M15O62. DOORS, ACCESS PANELS AND DOORS ADJOINING TABLE M5aB2 MINIMUM VENTILATION RATES UNHEATED 5PACE5. REGESSFJ7 LIGHT FIXTURES, IN THE BUILDING (CONTINUOUSLY. OPERATING SYSTEMS) ENVELOPE SHALL MEET ONE OF THE REQUIREMENTS OP g/EG 502.4.4. INSULATE FLOORS, WALL5 AND ROOF PER NOTES AND PLANS. USE FACE STAPLED KRAFT 5ATT5 AT .... WP,).4.5 AND SINGLE JOIST OATHEDKAL CEILINGS. j� PROVIDE VAPOR RETARDER 1 ONE PERM AT HEATED SIDE OF INSULATED ASSEMBLIES, EXCEPT AT CEILINGS WITH GREATER THAN 12 INCH HIGH AVERAGE VENTED SPACE, d A PV. R. 56A FA ON OY. W B. ❑ PROVIDE 1 LAYER 6 MIL. BLACK POLY VAPOR ' BARRIER AT CRAWL SPACES AND 2 LAYERS UNDER CONCRETE SLABS LAP JOINTS 12 INCHES MINIMUM AND BEDROOM5 SQUARE FT 0-1 2a 4-5 6-7 >7 41000 W 60 IS.q0 1501�000 45 60 75 qO 105 3001-4500 - 0 . 75 q0 105 120 4501-600 T5 q0 f05 120 155 6001- 00 qO 105 120. 135 190 >1 O 105 120 S5 150 165 WINDOW AND EXTERIOR DOOR 5GHEDULE ATTENTION: THI5 SCHEDULE 15 FOR ENERGY CODE GLAZING COMPLIANCE ONLY, AND 15 NOT INTENDED A5 PRODUCT ORDERING SPECIFICATIONS. • SEE WORD ABBREVIATION INDEX ON ARE $ ACOE55ORIBB PER PAGE 1 • PROVIDE HARDWARE OWNER. - • CODE LETTER -WINDOWS, CODE NUMBER = DOORS • PROVIDE iNFJ THER-STRIPPING, FOR EXTERIOR DOOR5. • ONLY THERMAL DOORS ARE LISTED BELOW. • PROVIDE SCREENS FOR VENTING WINDOWS, DOORS AND SKYLIGHTS. • VERIFY SIZES AND QUANTITIE5 WITH PLANS. • PROVIDE MANUF. STD. MUNTIN GRILLS A5 5HOtyN ON ELEVATIONS. • SEE ELEVATIONS FOR VENTING 6 CUSTOM SHAPES. • MANUF/ SUPPLIER SHALL PROVIDE CONTRACTOR WITH ROUGH • SEE FLOOR PLAN FOR ACTIVE DOOR PANELS 4 SWING. OPENING REQUIREMENTS AND INSTALLATION INSTRUGTION5. . NFRC CODE '. UNIT 51ZE NO. WIDTH HEIGHT 00. FT. DESCRIPTION FRAME TYPE GLASS TYPE AIRSP: FEATURES U VAL U x A A B 5/0 X 4/6 1 5.00 4.50 22.50 SLIDER XO FIBERGLASS 2 GL LOW E AIRS, 0,012. - 0.26 5.65 G 4/O x 1/6 1 4.00 1.5o 6.00 SLIDER XO FIBERGLASS 2 GL LOW E ARG 0.812 0.26 1.56 D 6/0 X 4/0 1 6.00 4.00 24.00 SLIDER XO FIBERGLA55 2 61- LOW E ARE 0.812 EGRESS 0.26 6.24 E. 6/0 X 4/0 - 1 -. 600 4.00 24.00 5LIDEK XO- FIBERGLASS 2 GL LOW.E ARG O.B72 - . EGRESS - 6.26 6.74 F 3L0 X: 4/O 1 3:00 4.00 12.00 -PICTURE. FIBERGLASS 2 6L LOW E ARG 0.612 - 6.24 2.66 G 5/0 x 4/0-. 1 5.00 4.00 , 20.00 SLIDER OX . FIBERGLASS 2 GL LOW E ARG 0.812 1 0.26 5.20 x 4/0 T 9.00 4.00 20.00 SLIDER XO' - FIBERGLASS 2 GIL LOW E ARG 0.512 0.26 5.20 5/O x 4/O 1 5.00 4.00 20.00 SLIDER OX FIBERGLASS 2 GL LOW E ARG, 0.812 EGRESS 0.28. 5205/0 X 4/0 ': 1 5.00 4.00 20.00 5LIDEK XO FIBERGLASS 2 GL LOW E ARE, 0.812 -. 0.26 5.20 P5/0 6/0 X.6/6 1 - 6.00 - 6.67 40.02 SL 6LA59 DOOK FIBERGLASS 2GL LOW E-ARG 0.625 T5G 0.90 12,01 5/0 X 6/8 - 1 -5,00 6.67. 33.55 SL OLA55 DOOR FIBEROLA55 2 GL LOW E ARG, 0.625 T96 .0.90 10,01 TITY TOTAL, 11 - AREA = 241.8"1 50. FT. TOTAL UA / AREA n UA AVERAGE _ 0.211 - UA TOTAL 85.56 2END TO THE FOUNDATION WALLS. INSULATE ALL WATER PIPES IN NON -CONDITIONED TABLE M150T.9.9(2) INTERMITTENT INTFAOERMITTENT SPACES TO R-B MIN. RECIRCULATING HOT WATER 5'r�TEM5 TO BE INSULATED PER TABLE 5-12. IE .WHOLE -HOUSE MEGH. VENT. RATE j� PROVIDE 2,5 GPM FLOW.RESTRIGTORS AT M PERCENTAGE INEACH 4 HOUR SEGMENT SHOWERS. WATERHEATERS SHALL MEET REQMT5 OF .RUN-TIME 25% 50% 6UR 7GM 100%. NABOA AND BE 90 LABLED. FACTOR 4 9 ❑ ELECTRIC HOT WATER TANKS IN NON -HEATED SPACES OR ON CONCRETE SHALL BB FLAOW ON A NON COMPRESSIBLE SURFACE INSULATED TO R-t0. WHOLE HOUSE VENTILATION FANS: EXH ' 5T FANS irIN5ULATE HOT AIR DUCTS IN NON -HEATED SPACES PROVIDING WHOLE HOUSE VENTILAjJpLL HAVE A FLOW RATING AT 0.25 INCHES YWtR SALES AS PER TABLE 5-11 WSEC. PROVIDE HVAC. EQUIPMENT SPECIFIED IN TABLE MIrO5,2 M5506.2], _- -„ ,9121N5. CONTROLB.AND PLOT BALANCING PER IN5E0 MANUFACTURERS' PAN PLO R4TN65 SHALL HE MECHANICAL VENTILATIONNOTES I.R.G. VENTILATION AND INDOOR AIR QUALITY SCOPE AND GENERAL REQUIREMENTS ❑ ADDITIONS TO EXISTING BUILDINGS MAY BE MADE WITHOUT MAKING THE ENTIRE BUILDING COMPLY, PROVIDED THAT THE NEW ADDITION SHALL CONFORM TOJHE PROVISIONS OF THIS CODE. �-�► [�I EXCEPTION 1.. ADDITIONS LE55 THAN 500 54 FT OF CONDITIONED FLOOR AREA ARE EXEMPT FROM THE REQUIREMENTS IN THIS CODE FOR WHOLE HOUSE VENTILATION SYSTEMS ❑ EXGEPTON 2 ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS WHICH DO NOT REQUIRE THE CONSTRUCTION OF FOUNDATIONS, GRAWLSPACE5, SLABS, OR BASEMENTS SHALL NOT BE REQUIRED To MEET THE PROVISIONS FOR RADON PROTECTION. VBfIT]LATWN SYSTEMS H150-7-+ ®" SOURCE SPECIFIC VENTILATION SOURCE SPECIFIC EXHAUST VENTILATION 15 REQUIRED IN EACH KITCHEN BATHROOM, WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, EPA, AND OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR 15 PRODUCED. EXHAUST 5HALL HAVE A MINIMUM PAN FLOW RATING NOT LE55 THAN 50 GFM AT 0.25 INCHES WATER GAUGE POR BATHROOMS, LAUNDRIES, OR SIMILAR ROOMS AND 100 CFM AT 0.10 INCHES WATER GAUGE FOR KITCHEN HOOP OR DOWNDRAFT. SYSTEMS SHALL BE CONTROLLED BY READILY ACCE5519LE MANUAL SWITCHES, DEHUMIDI57AT5, THEIRS, OR OTHER APPROVED MEANS. DUCTS SHALL .TERMINATE OUTSIDE THE BUILDING WITH SCREENED BACK -DRAFT DAMPERS. INSULATE DUCT5 IN UNCONDITIONED SPACES TO R-4 MINIMUM. DETERMINED ACCORDI TO HVI qlb AMCA 210. FAN N015E: WHO HOUSE FAN. LOCATED 4 FEET OR LESS FROM INTERIOR GRILLE 5HALL HAVE A SONS RATING OF OR LE55 MEASURED AT 0.1 INCHES. WATER G GE. MANUPAGTURER'5 NOISE RATINGS SHALL BE DE MINED AS PER HVI 915 MEMO FLY MOUNTED FANS SHALL BE ACOU5TCALLY 150 TIED FROM THE STRUCTURAL ELEMENTS OF THE B ING AND FROM ATTACHED DUCT WORK USING ' INSULATED FLEXIBLE DUCT OR OTHER APPROVED I MATERIAL. EXHAUST DUCTS: ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. EXHAUST DUCTS SHALL Sr EQUIPPED WITH BACK -DRAFT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-4. ax. it MILGARD BRAND W84DOW5 AND DOORS: FIBERGLASS DOUBLE GLAZED WITH ARGON FILL, MAX 18q LOW E ENERGY CREDIT OPTION DESCRIPTIONS:choose optlon(s) /ortotai points equal to minimum mqufired g� ror building size: Addition <500 sq.ft. = 0.5 pts.; Addition a 500 sq.ft. and Addition <1600 sq.ft. =1.6 pts., a - Bl dg sq.ft. < 1500 with less than 300 sq.ft. openings =1.5 p ts.l Bldg sq.ft. > 5000= 4.5 ts.; all others = 3.5 pts. YJ a 1. Efficlent Build ng Envelope la: Table R402.1 2 Prescriptive compliance with openings U = 0.211Boor R38, (0.5 pl) slabs R.10 perimeter and under entire slab, ch dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to hieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits - Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet ofheated Boor area but lees than 1500 square feet 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not Included In #1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Addilions Is.. than 600 square feet:.5 credits Table R406 2 Summary O tion : Descdpl ^� ter - Efliwenl BuiltlingEnveloDe 1e .lb Efiiclent Bmlding Envelope fib 1c' --> EOlciem Building Envelope tc .1d. �FEr•tenl H,dlHlnn FnvelnnwlH 3d Hi h Efficient HVAC 3d 4 High Efficiency HVAC Distribullon System 11405.2 for complete option descriptions V O z� W Fx �s :.i 2. Q 4 rrrttt W0.5 ❑ : _ :. IR ❑ ❑ ,. .. El El ❑ � REVISIONS ❑El 13• �' ❑ 13 11 El =•12000 kWh 0.0 _ 0.50¢ JUL 16 2010 DEVELOPMENT SERVICES OOBHTER FIRST FLOOR PLAN W401G8 ALARMS CARBON MONOXIDE ALARMia 1. SMOKE DETECTORS WITH AUDIBLE ALARMS 1. CAR60N MONOXIDE DETECTORS WITH . SHALL BE LOCATED IN EACH SLEEPING AREA AUDIBLE ALARMS SHALL BE INSTALLED " AND CENTRALLY LOCATED IN THE CORRIDOR OUTSIDE OP, AND IN THE VICINITY OF, EACH OR AREA GIVING ACCESS TO EACH SLEEPING - SLEEPING AREA IN DWELLING UNITS WITH - AREA. WHERE AN ACCESS CORRIDOR OPENS. EITHER ATTACHED GARAGES OR FUEL -FIRED, a INTO A ROOM WITH A CEILING 40" OR HIGHER APPLIANCES. THAN THE CORRIDOR, OR HAS A DOOR, A 2. AT LEAST ONE DETECTOR WITH ALARM DETECTOR SHALL BE PLACED IN EACH: - SHALL BE INSTALLED ON EACH FLOOR LEVEL. I DWELLINGS WITH MORE THAN ONE STORY OR 5. 51NGLE STATION ALARMS SHALL COMPLY WITH A BASEMENT SHALL. HAVE A DETECTOR - WITH UL 2054 AND BE INSTALLED PER INSTALLED AT EACH LEVEL AND IN CLOSE MANUFACTURER'S INSTALLATION INSTRUCTIONS- ' PROXIMITY TO THE STAIRS. ALL SMOKE AND BE HARDWIRED. DETECTORS SHALL BE INTERCONNECTED AND AUDIBLE IN EVERY BEDROOM WITH THEIR a DOORS CLOSED.. - Be 2. SMOKE DETECTORS IN NEW CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING, POWER WITHOUT A DISCONNECT SWITCH OTHER THAN _ p FOR OVERCURRENT PROTECTION AND MUST - 3 HAVE BATTERY BACK-UP. ! w 5. REMODELED OR ALTERED EXISTING BUILDINGS MAY HAVE BATTERY ONLY - V OPERATED DETECTORS WHERE DIRECT WIRM6 REOUIRE5 THE REMOVAL OF EXISITNG A .INTERIOR FINI5HES.,_Q lu }O; 6t W v Q N 7' k s� Z 8 �= C�JG JQ�om'r--' j/kl�b betn�l HvJy i� 31 HP F IJ�+/ 1�taFclL 3�Je-,jAf_A.4e 4(oo 5a1~t' mQ g 4m 7.iz; POO— _ - ® REVISIONS$ - NORTH 4 RECEIVED JUL t 6 2018 DEVELOPMENT SERVICES COUNTER- _00 /�u p Ietk1 L 5�Ag� SECOND FLOOR PLAN SCALE 1/4" = 1'- O" JUL 16,2016 DEVELOPMENT SERVICES COUNTER I'�wi be I.s,/e't.1a P EXISTING BASEMENT PLAN SC -ALE 1/4" - P- O" I FOUNOATION PLAN REFERENCE '. BGALE 1/4" - r_ 0" NORTH iv is ct o3 1 cam N ALBERT H. WHEN DES16N GOMPANYPS 330 DAYTON STREET SUITE 6 EDMONDS, WA 98020 ALBERT HILTON COHEN, ARCHITECT TEL (415) 776-M6 5m REGI R.. 6ARNA5 RE5IDENGE ' cl MAPLE STREET EDMONDS, WA g8020 Le coNEN STALE OF N915HINGTON WCUMWOFSIXNfE•LOPYMGirt®AHCZU9-U�iEORpWOgIL7 MU5EMPIEHNUEOPNUFROTECfE0SYRDEt4LIML 5NIT5 215 .r+.511I1 - TYPICAL ROOF ASSEMBLT: 5 TAB DIM. COMP. SHINGLES 4j8 w_ 15 FELT, DEL COURSE AT 2:12 TYPICAL FLOOR:TO 4:12 PITCH, SINGLE , 4:12. . - - - S/S2" GDX OR 05B SHEATHING. UNDERLAYMENT PER FLOOR FINISH USE CCX AT EXPOSED EAVES. 5/4" T40 UDLX SUBFLOOR, GLUE 4 NAIL y^,, _ � `I IFV TRUSSES AT 24 oc OR RAFTERS JOISTS PER PLAN, R-38 INSULATION / \ - AND CEILING JOISTS PER PLAN: 11+� Ri BLOWN INSULATION AT FLAT - - - �XiG)2: COL V b r M 5/5' GAB CEILING W/ PVA SEALER. 2K l// Y IZ-38 IWb� 'P_ \� vlEtZ i; vl 10 �/a PID - .MINIMUM 1" CLEARAIRSPAGE ..- f�j�__;T� --_�- - _ ABOYE EtAPPLED INSULATION n /1p ��`�,�, I : S HOLE SCREENED BIRD BLOCK . .J FASCIA AND ALUMINUM __ "(� -M.I. - GUTTERS, DOWNSPOUTS ) -@1 p 1 I 1 LL G, PER ELEVATIONS 7-1 IIGpIJ'�`�".IP,�/El.�"• GISiV�S r GII.0 I-I,/kr�l ��F'`,.ngl4�iI..�I"f2 TOP PLATEO� 'Y 31�51�� —� I? [lT% hlkrtl.11.1!^ SIMPSON H-1 CLIP AT EACH 6 IN'� s�ell x� �CIJI7S _ TRUSS OR RAFTER TO T.PL. V -: GvV�i IEI2S 71_I I/vll 1 @dd,Git'12�e WA�Ufa Z H / D CIO We, 4 uCAF''i � TYPICAL WALL: SIDING A5 NOTED ON ELEVATIONS Q O t _ II IJLtI,rP/p .. rilp� M1fJ - DEPTH 15# BUILDING PAPER. OR WRAP.. PER PLANGDX PLYWOOD OR TUDS . r e R-218 ATT INSULATION. UNFAGED F ®. VO I l�lll.. - 1/2'.GWs WITH.PVA SEALER SCALE V 1'-0 - -. - • DET,41L DETAIL DET,41L �, scALe r' , r-o" SCALE r' = r-o^ scALe i" . r-o" - E ROOF VENTILATION CONSTANTS: 8 A.) 2 IN_ DIAMETER BIRD BLOCK HOLES = 5 50. IN. EA. 3 HOLES PER 2 FT BAY = 4-1/2 50. IN. PER / LIN. FT y� b.,n S.). 2-1/2 IN. V-NOTCH HOLES = 3 So. IN. EACH �d,Ul-I,WUM �r L� f'1E'.L" IIc"F�4.1Fi C 11 5 NOTCHES PER 2 FT BAY = 4-1/2 So. IN. P/ LIN. FT ti�en�� L /z w/e \bjt— Y P W �v v V �/WI �j u G'� ��� D (SAME FOR 1 IN. GONTINUOU5 VENT: BLOCKING BTWH RAFTERS i� I FOR ROOF SHEAR PANEL NAILING I5 MOST RESTRICTIVE) } cv P �. `S e 10 0-- s Ve I P/r-r h{lu 6LO C.) CONTINUOUS RIDGE VENT = 18 50.. IN. VENT PER LINEAL FT Zto v F �> s (�yl ��rx, Ylll�i n " Gib D.) GABLE END VENT AREA - RO. AREA x 60% = VENT AREA p I '�1 �t7 I I ✓'ii I I PRolaosHD: V i E � � I I - :: 603 ,....: ATTIC SO. PT. AREA Z �{-I � � I �'^'I�'1"l0 REQUIRED: / N I ✓viv)2-• 1/150TH 579 50. IN. w / obi X �/ I v.O"T. 269 sa. IN. Q -- - - IF HALF AT SAVE AND HALF AT 5 FT ABOVE EAVE \� '� df31' iU D 1 50% OF 1/500 145 50. IN. Y J�,r ,n \ li2dp hlAminE125 x PROVIDE AT SAYS .S t�,,,,�� y� �J AREA, 50. IN. QUANTITY VENT TYPE AT EAVE s N�AI-,I".{�. 556 7- IN FT OF EAVE BIRD BLK OR V-NOTCHES : Z IOW F�1dL1U F', �_— �C I 1 �• 246% 5T 5 O Z LtJLF� I I PROVIDBaAT B -T ABOVE EAVE: s L I M Pk 'SIC. v J'I" EX hl Nr1 --�' Exb �IEvi 2-Q o w W� 7 W- II AREA, 50. IN. GUA14TITY VENT TYPE AT 3 FT ABOVE EWE m o g �% ,� I-� �+"� LL�J�iG'�Eln%h (a (jbG. 750 - a-.- ::ROOF JACKS (AT 50 50 IN EAGH) �(vy1P�l/✓1v'� �,����H �y` :/ZI '�, . , I940 � O - RIDGE VENTS PER LINEAL FT m YD V O GABLE END VENTS PER 50 FT 150 TOTAL SO. IN. k �Ib/2�cIo��J�Is 14fv 105% STATUS OK I I I 2 e I lvnoc. REVISIONS PF-TALI SCALE V a 1'-0" 11 VE . JUL ff 2018 DEVELOPMENT SERVICES -- _-- rnii T a REED & ASSOCIATES, PS r Civil & Structural Englneadn9 1962676th AVO.W.#A, Lynmmod, WA98038 L OIBoe(425)77B2793 wef®t$ed-assac.com SHEARY (1) Simpson cr=. Locate at and of(SW) u.n.o- Install per ' GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL 13UILDING CODE (IBC), 2015 EDITION, OR manufacturer iecommendallons for foundation minimum end OTHER GOVERNING CODE; AS REQUIRED BY LOCAL JURISDICTION. distance and embedment, deepen foundation as required. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. - (n) Construct cripple wall same a h alwall (SW) above, and INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS - sheaall (SW) below. gniend same as REQUIRED BY LOCAL JURISDICTION. 2) 2xfoundation (3) Requires 3x or (2) Zx found 0 n III plate (3) R FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR (4) Threaded red and coupler as required. FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC. -. - (5) Common nails, UNO: Bd 0.131 x2Ya', 10d=0.148'0", - - MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 12d-0.148"x3✓ ,,16d=0.162 x3Y.". 16d sinker-0.148'x3Y.". 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. (6) Install 1-11's on all trusses/ratters, A35's at ZVo/c on gables S - - CONCRETE fc= 2600 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 rim joist (or said bikg) to tdp plate (all plate at fdn) u.n.o.; When - GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE specified spacing is less than 24"olc, install A35's at roof solid - PREVENTED. - blk'ing to SW by plate, and Install H1 or H2.5 on all - NG REINFORCISTEEL #6 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND 93 AND #4 BARS SHALL BE - trusses/rafters. LTP4, LTP5 or LS50 can be substituted forA35- - GRADE 40. IN ACCORDANCE WITH ASTM A-616. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL '. Conn. per Slnpson Strong -Tie or equal. CONFORM TO ASTM A-185AND SHALL BE 6X6-W1.4XW1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: - (7) Minimum 3x or dbl-2x stud lama w! (2)-16d @ 8" o/c at BEAMS AND POSTS (41 AND GREATER): OF-02 abutting paneietlges. - JOISTS / STUDS (2)L-): - HF#21 STUD - (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-VB AT CANTILEVERS). located not more than 12" or less than seven boll diameters from PSL BEAMS 2.0E - each and of the piece. 2x min PT u n.o. . 5 All sheathrm must be Stmcturai s eat I U.tL 21 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 2304.10.1. - - PLATE WASHERS TO BE TX T BY WAND SHALL EXTEND TO WITHIN 1/21NCH OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. ANSIIAF&PA SDPWS 2015 - 4.3.6.4.3 - - - - ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSS SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH Set 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 W 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. -- - 'WIN6'OESIGR-CRITERIA RISK CATEGORY: - ULTIMATE/ NOMINAL DESIGN WIND SPEED: - 110 MPH( 85 MPH NOMINAL - WIND EXPOSURE:- _ INTERNAL PRESSURE COEF. - {/.,66 - COMPONENTS & CLADDING: 16 PSF (min) METHOD: - - -' ASCE 7-10, MWFRS ENVELOPE PROCEDURE - OCCUPANCYCATEGORY: 11 Kit: 1.0 - BEISIMIC DESIGN CRITERIA: - PROCEDURE USEMSIMPLIFIEO (ASCE 7-10,12.14.8) IMPORTANCE FACTOR, 1 - RISK CATEGORY, II R=6.5 - - OCCUPANCY CATEGORY: II - Ss =1.25 (CURRENT USGS) SITE CLASS, D Sr = 0.40 (CURRENT USGS) SEISMIC DESIGN CAT., D San = 0.83 ' SESMIC FORCE RES. SYS, A.15. Sol - 0.43 DESIGN BASE SHEAR=. 6,3941bs . - Cs=0.13 - ROOF SNOW LOAD CRITERIA: - FLAT -ROOF SNOW LOAD= 25PSF SNOW EXPOSURE FACTOR= 1.0 $$NOW LOAD IMPORTANCE FACTOR=- .80 YNERMAL FACTOR= - 1.0 - LTT/HTT Tension Ties Tension Iles offer a solution for resisting tension loads that are fastenedwith nails. The HTT4 and HTTS are the latest generation of tension ties. They feature an Op ralmd Mining pettem which results In Inner performance with less defection. Designed to meet dgomus code standards the HTT4 and HITS offer higher loads than their C W predece6eam. - N wF HTT5KT Is sold as a kit whin the holdown, bearing plate wesherand 3 � use a Drive- SD Comp. I/V crews The Hancha lbonalam 0 o 'g 75 C 44md CO Man 1:'dameleranchor boil Y'posl Installed anchor bolls are cammoflh! - used when mtmrtUng lennerr Iles to horizontal wood members = F The LTr19 Ught Tens on Tie le designed for 2x foists orpudins and the LT121B H fornall Orbaiton eppllCetlons. The 3' pall spechg makes the LTT20B suitable le-cl l l0lsts win too x l W. The ® LTn31 Is design ad forwood chord open web tryw attachments to cmclem or masonrywalls and may also be Instefied vedicdlyon a minimumas.1ud Malarial: See table Finish: Galvanized. May be ordered HDG; contact. Simpson Slrong-Te - Installation: _ See General Notes on p 75-78. A hmdardi washer IS required far LTN9 and LTT20B when using'h' or anchor bolts. No additional washer Is . required when using W anchor bolt Codes: Sea p. 14 far Code Reference Key Chan ' broi_ 2X �> .In. Preservative treated - aP° bamer may - -bemquired Vertical HTT4 Installation' - - Seep.306f eMagselnpat - papal 0 actIpplk,el a. - HOLDOWN SCHEDULE Data :Job* 18172 MARK HO DO N/. FASTENERS TO FOUNDATION COMMENTS STRAP • 1 -STUDS MIN U.N.O..: ANCHOR-(1)(4) T-1 Hi (78)10d X'I1/2 Jr�gdia-Titan HD - 3.5'erobed fil Z SHEARWALL SCHEDULE Data:. 1/0/1B00 W p ' Job#: 18-172 Q � g MARK - SHEATHING -APPLY TO.. SHEATHING EDGE NAILS'(6) BA6ES'(6) .ROOF TO TOP PLATE, SILL ar '(2y ' 2x HF STUDS (� 18"o/c ALL EDGES BLOCKED - NAILS'(5) FLOOR TO TOP PLATE - x3PLATE 1WWACHOR8 j8 3"x3"xt/4"WASHERS'(e)'. U.N.O. BELOW •(9) - do not penetrate past lush -' &SILL PLATE •(6) '�' - 111111111 -, x - SW-1 7/18°OSB Sol Q6"a/c (12"c/o field) (:18dg a"o/c :. A35 (d)-.24"b!c 6/8"0z70'ABk @80"o/c SW-2 - 7/18"OSB 8d Q4"oic(12"o%field) ;18d® 9"ck A35@'24"a/c 5111Vx70"ABti�' Si.., LTT/HTT _ -- Tension Ties (cont) -These Podul 41W Iie6911analocaml.n p-lion. ,These pmduols on eppmed for balaallcn Winme S( W-One° m '...m For more hf. ticn, aee p.l8. so Cameclor suety. See pp. 36-0o for more Informal- a 41men IoQa .tfle�llara' )Allflqupt �� InAtlE 09e2d0u 4 },f�ejy N '66a�. y Et L (I,n) t I $e66ys (QI4Nde .-1 ., 5yba Md'mbe r0, 6 eLAIOh99pp allblyAb71 eCJm1a '~f d Lced a c "'"''1N' 19x5H 1"" - "" "" Line Is 1% lOKI 181 W RY (8110dx1W 3x3% 1.310 1125 0.100 III 10d 3n31h 1150 0157 7r 1'g�`w' 5> -#911 Y1' F 9aj 10tly1W 3'31A L�1340 i1 56 _ 1fSS 0{9r✓ IPLi. , (t0)1ad 3zQN �40�:: 12Q9 01'65; LTfzha .. )s w 2 ' Sty Kc. amp d(21N Qo$ 3key 1 1825Fj11r 1900 diQQ a LT7131 10 3% 3t i 1% fa % (18)10,11W 3 3'h 1350 1180 0193 1 Yf 3 Er 11610d 1(3' ltic Bth 4 ,�.n.#; 2'fi00 500 180 TdtlkiW .33'3K '1'BLd4 :, 9,1 5 9 0.p 6.t - � J t a � L M14,1 - llRq, (7)5 4)t S1Ni i4y ;(yt7 4f q. IP2, FL BB116dR2W 3Y,'915 i235f- Q9.94 l23 q'tE1s$rtallilr 117 slik I fi64.' 9�BBOy 011Q.1,�: .tu a_ 160 (26)1011 x I 3x3H 4,350 3,740 0.120 HTTfi 11 - 2B t8 - iHs a. 4i ILis, Pa. FL (26)Rd, - 3x3N 4.670 4.015 0.118 RW i[dx215' Sx3h 5,090'' 4,97Y 0.135 (21fill 0x1W 1K18'h 4,555 3915 0.114 150 11 :' (EQ)5d310x2y!�3%3yi �V. " _al$,380 .'. g1Q.4 ;: 160. (a1)l(dk IW 1%x51h 4,065 34115 1 one1. t2NS9#lOxlW 111x7Y 4,830 4155 0.100 Hi15-14 11 2l5 18 11Ne Ha Y, P2, It.. (28(16dx2W 3x3'h 5.090 4,275 L 0.f21 IX7131 Inevom eush-c-s mmaeaVyhas en albwable load of aess b. . 2.Nbwable load for Hite with a BPn.2leadn9phlawaaher NstellW hMa seatpithe holdown Is a,2951b. for MSP end 4.555 no. for SPF?F. 3:Feste2 en: led x 1W.0.148 dot x 1N' long. 10d-OA 46'tlla. 13' long, 160 1215'=0.1W dia. x 2W chg. 50410 x 1W.0./61-do, x 11o'. SO 11101216'. 0.161-dia. x 2W. X� W al o� s I}aF i 7•rz• g REVISIONS